1
Chemical Fixings
Chemical fixings
Good reasons to choose fischer
1
2
1
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
Chemical fixings
Resin Performance - Introduction
Highbond-System FHB II
Highbond anchor FHB II-A S / FHB II-A L
Powerbond injection resin FIS PM with FIS PS sleeve
Superbond resin system FIS SB with RSB capsules
Injection resin FIS EM
Injection resin FIS EM + threaded rods for cracked concrete
FIS EM + RG MI internally threaded rods for cracked concrete
Resin dispenser guns
R resin anchor with RG M threaded rod
R resin anchor + RG M I for cracked concrete
FIS V injection resin system
FIS VT injection resin system
Resin studs for non-cracked concrete
Internally threaded stud RG M I for non-cracked concrete
Injection resin FIS P / FIP
Injection resin in solid brick masonry
Injection resin in perforated brick
FIS A withinjection resin for aerated concrete
Rebar connections
Highbond anchor dynamic FHB dyn
Fill & Fix injection fixing
3-5
6
9
14
19
30
33
38
39
40
46
49
53
55
62
65
67
71
75
78
82
86
Performance of injection resins
Performance positioning of fischer injection resins
Chemical Fixings
High performance resins
IMPROVED
*BETTER*
**BEST**
Specialist resin designed for use
in cracked concrete.
High performance resin
for cracked concrete
Highbond FHB II
Powerbond FIS PB
Superbond FIS SB
Epoxy resin FIS EM
Universal resins
High performance resins with
approvals for virtually all substrates
and many applications.
FIS V / FIS VW
Hybrid vinyl ester resin
Vinyl ester resin
FIS VT
1
Basic resins + approval
Resin with an ETA for use in
masonry.
FIS P Plus
Hybrid polyester resin
GOOD
Basic resins
Cost effective resin with NO
approval for use in masonry.
Polyester resin
FIS P
F-Bond, FIP C 700
PERFORMANCE / PRICE
Resin for cracked concrete
▪ High performance, reduced sensitivity to badly cleaned holes.
▪ High temperature resistance (except epoxy).
▪ First-rate, long term behaviour in concrete or wet substrates.
PRICE
Vinyl ester
▪ Good performance, medium sensitivity to badly cleaned holes.
▪ Good tempertaure and chemical resistance.
▪ Good, long term behaviour in concrete or wet substrates.
Polyester hybrid
▪ Medium performance, medium sensitivity to badly cleaned holes.
▪ Good temperature and chemical resistance.
▪ Meduim, long term behaviour in concrete or wet substrates.
PERFORMANCE
Polyester
▪ Low performance, high sensitivity to badly cleaned holes.
▪ Medium temperature and chemical resistance.
▪ Bad long term behaviour in concrete or wet substrates.
▪ Some manufacturers may still offer their resin with a styrene health
risk.
3
Chemical fixings
Performance of injection resins
Performance positioning of fischer injection resins
LOADS
40
20
0
120%
~ 90%
~100%
~75-80%
Polyester Resins
Pure vinyl ester resins
Hybrid vinyl ester resins
Resins for cracked
concrete
SENSITIVITY TO THE HOLE CLEANING
Relative bond strength, arbitrary unit
1
Load levels in concrete
%
120
100
80
60
Influence of hole cleaning method
%
120
100
80
60
40
20
0
Hybrid vinyl ester system
Polyester system
-25%
-50%
Cleaned:
2 x blow out, 2 x brush, 2 x blow out
Uncleaned:
1 x blow out, 1 x brush, 2 x blow out
Uncleaned:
2 x blow out
Hybrid VE resins - reduced sensitivity in imperfectly cleaned holes:
▪ Higher safety for fixings.
▪ Methods recommended as part of best practice in hole cleaning in accordance with ETA procedures.
DRILL HOLE CLEANING ACCESSORIES
For best results always use cleaning accessories with every resin application.
Remember to use the correct cleaning accessories as per the latest ETA approval.
Cleaning brush BS for concrete
Cleaning brush with thread M 8
4
Cleaning brush FIS for MASONRY
Hole cleaning pump ABG
Compressed air gun ABP
Resin site box FIS EM
Performance of injection resins
fischer Highbond system FHB II
The premium solution for cracked concrete
▪ Maximum loads for the most demanding applications.
▪ Extensively tested and safety proven.
▪ The systems uses ‘cone’ anchor technology.
▪ Minimum edge axial spacing.
▪ High temperature and chemical resistance.
▪ Unique fast cure capsule.
Chemical Fixings
fischer composite anchor systems for cracked concrete
fischer Powerbond system FIS PM
The cost effective option for cracked concrete
▪ High load capacity.
▪ Variable anchorage depth for optimal dimensioning.
▪ Unique PowerSleeve technology with conventional
studs.
▪ Approved for diamond drilled holes.
▪ Approval for water filled holes.
▪ Maximum flexibility and efficiency.
1
fischer Superbond system FIS SB / RSB
The universal solution
▪ FIS SB Injection resin & RSB capsule systems with
conventional anchor studs.
▪ For applications down to -30OC with RSB.
▪ Anchorage depth of 60mm-600mm, ideal for shallow
and deep embedment depths.
▪ For anchor rods M8-M30 and fischer internally threaded
anchors M8-M20.
▪ RSB Capsule approved for diamond drilled and water
filled holes.
5
FHB II Highbond resin system
Chemical fixings
The best performance in cracked concrete
Banisters
Steel girders
BUILDING MATERIALS
APPROVALS
Approved for:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪ Concrete C12/15
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The Highbond system FHB II achieves
the highest load values in cracked
concrete. Thus fewer fixing points and
smaller anchor plates are required.
▪ The injection resin FIS HB and the
capsules FHB II-P/PF offer the same
performance and can be used with
the FHB II-A S (short version) or L (long
version) anchor rods. Thus, you can
select the most economical solution
based on requirements.
▪ The large cartridge size of the injection
resin FIS HB is ideally suited for
continuous installation.
▪ The pre-portioned resin capsule
FHB II-P/PF represents an economical
solution for individual applications.
▪ The special formulation used in the
capsule FHB II-PF ensures particularly
fast setting, providing quick installation.
▪ Can be used in flooded drill holes.
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪ The FHB II is a bonded anchor with
torque-controlled
expansion
for
pre-positioned
and
push-through
installation.
▪ The anchor rod can be set either with
injection resin FIS HB or with the
capsule FHB II-P(F), and is fully bonded
in the drill hole.
▪ When tightening the hexagon nut, the
anchor rod cones are pulled into the
resin shell, which expands against the
drill hole wall.
▪ The styrene-free vinyl ester resin fully
seals the drill hole.
▪ When using the resin capsule, set
the anchor rod through rotating and
hammer motions with a hammer drill.
The RA-SDS setting tool, item no.
62420 is recommended, see page 8.
INSTALLATION CAPSULE
Note: For drill hole diameter 25mm, clean with compressed air
INSTALLATION WITH INJECTION RESIN
6
Guard rails
Façades
Staircases
Steel consoles
Machines
Silo installations
Masts
Skirting protection
Steelwork constructions
Timber constructions
FHB II Highbond resin system
TECHNICAL DATA
Approval
Drill hole diameter
do
h0
hef
Art.-No.
ETA
[mm]
[mm]
[mm]
096824
096847
508016
096843
096848
507922
096844
096849
507923
507924
096845
507925
096846
096851
507926
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
10
10
10
12
12
14
14
16
18
18
18
25
25
25
25
75
75
90
110
90
115
135
110
145
165
175
190
235
190
235
60
60
75
95
75
100
120
95
125
145
160
170
210
170
210
Items to order only
Item
FHB II-P 8 x 60
FHB II-P 10 x 60
FHB II-P 10 x 75
FHB II-P 10 x 95
FHB II-P 12 x 75
FHB II-P 12 x 100
FHB II-P 12 x 120
FHB II-P 16 x 95
FHB II-P 16 x 125
FHB II-P 16 x 145
FHB II-P 16 x 160
FHB II-P 20 x 170
FHB II-P 20 x 210
FHB II-P 24 x 170
FHB II-P 24 x 210
Drill hole depth
Anchorage depth
Fits
Sales unit
[pcs]
FHB II-A L M 8 x 60
FHB II-S M 10 x 60
FHB II-A S M 10 x 75
FHB II-A L M 10 x 95
FHB II-A S M 12 x 75
FHB II-A L M 12 x 100
FHB II-A L M 12 x 120
FHB II-A S M 16 x 95
FHB II-A L M 16 x 125
FHB II-A L M 16 x 145
FHB II-A L M 16 x 160
FHB II-A S M 20 x 170
FHB II-A L M 20 x 210
FHB II-A S M 24 x 170
FHB II-A L M 24 x 210
10
10
10
10
10
10
10
10
10
10
10
4
4
4
4
Chemical Fixings
Resin capsule FHB II-P (standard)
1
TECHNICAL DATA
Approval
Resin capsule FHB II-PF (fast curing)
Drill hole diameter
do
h0
hef
Art.-No.
ETA
[mm]
[mm]
[mm]
500542
500547
507999
500543
500548
508000
500544
500549
508001
508002
500545
508003
500546
500550
508004
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
10
10
10
12
12
14
14
16
18
18
18
25
25
25
25
75
75
90
110
90
115
135
110
145
165
175
190
235
190
235
60
60
75
95
75
100
120
95
125
145
160
170
210
170
210
Items to order only
Item
FHB II-PF 8 x 60
FHB II-PF 10 x 60
FHB II-PF 10 X 75
FHB II-PF 10 x 95
FHB II-PF 12 x 75
FHB II-PF 12 x 100
FHB II-PF 12 x 120
FHB II-PF 16 x 95
FHB II-PF 16 x 125
FHB II-PF 16 x 145
FHB II-PF 16 x 160
FHB II-PF 20 x 170
FHB II-PF 20 x 210
FHB II-PF 24 x 170
FHB II-PF 24 x 210
Drill hole depth
Anchorage depth
Fits
Sales unit
[pcs]
FHB II-A L M 8 x 60
FHB II-S M 10 x 60
FHB II-A S M 10 x 75
FHB II-A L M 10 x 95
FHB II-A S M 12 x 75
FHB II-A L M 12 x 100
FHB II-A L M 12 x 120
FHB II-A S M 16 x 95
FHB II-A L M 16 x 125
FHB II-A L M 16 x 145
FHB II-A L M 16 x 160
FHB II-A S M 20 x 170
FHB II-A L M 20 x 210
FHB II-A S M 24 x 170
FHB II-A L M 24 x 210
10
10
10
10
10
10
10
10
10
10
10
4
4
4
4
TECHNICAL DATA
Approval
Injection resin FIS HB 345 S +
static mixer FIS S
Items to order only
Item
FIS HB 345 S
FIS Mixer Red
Languages on the cartridge
Contents
D, GB, F, E, NL, CZ
—
1 cartridge 360 ml, 2 x static mixer FIS S
10 static mixer
ETA
033211
096448
■
—
Sales unit
[pcs]
6
10
7
FHB II Highbond resin system
Chemical fixings
CURING TIME - FIS HB
Cartridge temperature
FIS HB
(minimum + 5°C)
Gelling time
FIS HB
Temperature
at anchoring base
Curing time
15 min.
6 min.
4 min.
2 min.
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
360 min.
180 min.
90 min.
35 min.
20 min.
12 min.
FIS HB
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
CURING TIME - FHB II P / FHB II- PF
Temperature
at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – +10°C
+10°C – + 20°C
≧ + 20°C
FHB II-P
FHB II-PF
240 min.
45 min.
20 min.
10 min.
8 min.
6 min.
4 min.
2 min.
Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled. Remove water from drill hole.
DISPENSERS
1
Items to order only
Item
Dispenser
FIS AP
Dispenser
FIS AM
Dispenser
FIS DM S
Art.-No.
Dispenser
FIS DC S
Suitable for
Sales unit
[pcs]
Performance data
FIS V 360 S, FIS HB 345 S, Powerbond, Superbond FIS HB 150 C, FIS
511118 EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 360 S, FIS P 300 T and
—
1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C,
FIS AM
056052
—
FIS VW 360 S, FIS VT 300 T, FIS P 300 T and 1K-cartridges
FIS V 360 S, FIS HB 345 S, Powerbond, Superbond FIS HB 150 C, FIS
Recommeneded pressure 6 bar
FIS AP
058027
EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 300 T, and 1K-cartridges
Air compression Max. 40 I/min
FIS HB 345 S, FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150 C
—
FIS DC S
513423
and silicone cartridges
Charger DCC 4000 507791
—
Charger 12 V // 230 V Euro plug
Battery pack DC
507792
—
Battery pack 12 V // 2,0 Ah // Ni-MH
For the full range of Dispenser Guns please refer to page 39
FIS DM S
1
1
1
1
1
1
DRILL HOLE CLEANING ACCESSORIES
Metal cleaning brush
BS for concrete
Cleaning brush
with thread M 8
Items to order only
Item
BS ø 10
BS ø 12
BS ø 14
BS ø 16/18
BS ø 25
Brush for drill-Ø 40 mm
Brush for drill-Ø 45 mm
Brush for drill-Ø 55 mm
FIS brush extension
Compressed-air cleaning gun ABP
ABG hole cleaning pump
Acessories:
Centring wedge
RA-SDS
8
Art.-No.
078178
078179
078180
078181
097806
505061
506254
505062
508791
059456
089300
093076
062420
Compressed
air gun
Hole cleaning
pump ABG
Centring wedge
Machine setting
tool RA-SDS
Brush diameter
For drill diameter
Sales unit
[mm]
[mm]
[pcs]
11
13
16
20
27
42
47
58
—
FHB II-A M20 - M24
—
Use for overhead Installations
Adapter suitable fits set screw
10
12
14
16/18
25
40
45
55
—
—
1
1
1
1
1
1
1
1
1
1
1
10
1
FHB II-AS/AL Highbond resin system
Bridge railings
Chemical Fixings
The best performance in cracked concrete with the least
installation effort
Balcony railings
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
▪ high corrosion-resistant steel
BUILDING MATERIALS
FHB II-AS
FHB II-AL
ADVANTAGES - FHB II-AS
FHB II-AS Highbond
▪ The reduced anchorage depth of the
FHB II-A S minimises the drilling and
installation effort; providing a very
economical fixing.
▪ The drill bit diameter is the same as the
thread diameter. This allows for pushthrough installation without additional
tools and reduces the amount of resin
required.
▪ The cone shape of the anchor rod is
most effective for small axial and edge
distances in both cracked concrete and
thin concrete. As a result, it is suitable
for a wide range of applications.
▪ The anchor rod is approved for use
both with capsules and with injection
resin which guarantees a maximum
flexibility of applications.
1
Approved for:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪ Concrete C12/15
ADVANTAGES - FHB II-AS
FHB II-AL Highbond
▪ The large anchorage depth of the
anchor rod FHB II-A L allows the system
to achieve maximum load values with
fewer fixing points and smaller anchor
plates.
▪ The double cone shape of the anchor
rod has been designed to achieve high
tensile loads, as a result it is able to
achieve high performances in cracked
concrete.
▪ When using the FHB II-A L rod with
injection resin FIS HB, push-through
installation with annular gap filling is
possible without the use of any further
tools.
▪ The FHB II-A L anchor rod is approved
for use both with capsules and with
injection resin. This guarantees
maximum flexibility in the application.
APPLICATIONS
▪ Guard rails
▪ Façades
▪ Staircases
▪ Steel consoles
▪ Masts
▪ Machines
▪ Silo installations
▪ Skirting protection
▪ Steelwork constructions
▪ Timber constructions
Ideal for:
▪ Push-through installation
FUNCTIONING
▪
▪
▪
▪
▪
▪
▪
The FHB II is a bonded anchor with torque-controlled expansion for pre-positioned and push-through installation.
With the FHB II-AS, the drill bit diameter is the same as the thread diameter, similar to a through bolt.
When using FHB II-A L in push-through installation, the annular gap has to be filled with the injection resin FIS HB.
The anchor rod can be set either with injection resin FIS HB or with the capsule FHB II-P(F), and is fully bonded in the drill hole.
When tightening the hexagon nut, the anchor rod cones are pulled into the resin shell, which expands against the drill hole wall.
The styrene-free vinyl ester resin fully seals the drill hole.
When using the resin capsule, set the anchor rod through rotating and hammering motions with a hammer drill. The RA-SDS setting
tool, item no. 62420., Is recommended.
TIP - For use with...
Resin FIS HB - see page 6/ Resin Capsules FHB II-P - see page 7/ Resin Capsules FHB II-F - see page 7
9
FHB II-AS/AL Highbond resin system
Chemical fixings
INSTALLATION CAPSULE
For drill hole diameter 25mm, clean with compressed air
INSTALLATION WITH INJECTION RESIN
For drill hole diameter 25mm, clean with compressed air
TECHNICAL DATA
1
Items to order only
zinc-plated
steel
stainless
steel
highly
corrosion
resistant
steel
Art.-No.
Art.-No.
A4
Art.-No.
C
Item
gvz
Approval
Highbond anchor FHB II-A S (short version)
ETA
Drill hole
diameter
Drill hole
depth
do
[mm]
h0
[mm]
FHB II-A S M10 x 60/10 097072 097630 097704 1) ■
10
75
10
75
FHB II-A S M10 x 60/20 097073 097631 097705 1) ■
with compressed
097632 25mm,
— clean ■
10
75air
FHB II-A S M10 x 60/40 For drill
— hole diameter
—
■
10
75
FHB II-A S M10 x 60/60 097074 097633
—
■
10
75
FHB II-A S M10 x 60/100 097206 097634
—
■
10
90
FHB II-A S M10 x 75/10 506884 506888
—
■
10
90
FHB II-A S M10 x 75/20 506885 506889
506890
—
■
10
90
FHB II-A S M10 x 75/40
—
—
■
10
90
FHB II-A S M10 x 75/60 506886 506891
—
■
10
90
FHB II-A S M10 x 75/100 506887 506892
—
■
12
90
FHB II-A S M12 x 75/10 097257 097635
12
90
FHB II-A S M12 x 75/25 097268 097636 097706 1) ■
097637 097707 1) ■
12
90
FHB II-A S M12 x 75/40
—
—
■
12
90
FHB II-A S M12 x 75/60 097274 097638
—
■
12
90
FHB II-A S M12 x 75/100 097275 097639
—
■
12
90
FHB II-A S M12 x 75/165 097280 097640
16
110
FHB II-A S M16 x 95/30 097281 097641 097708 1) ■
16
110
FHB II-A S M16 x 95/60 097286 097642 097709 1) ■
—
■
16
110
FHB II-A S M16 x 95/100 097295 097643
—
■
16
110
FHB II-A S M16 x 95/165 097296 097644
—
■
25
190
FHB II-A S M20 x 170/50 506917 506919
25
190
FHB II-A S M24 x 170/50 097297 097645 097711 1) ■
1) Prices and delivery time on request.
Anchorage Fixture
depth
thickness
hef
tfix
[mm]
[mm]
60
60
60
60
60
75
75
75
75
75
75
75
75
75
75
75
95
95
95
95
170
170
10
20
40
60
100
10
20
40
60
100
10
25
40
60
100
165
30
60
100
165
50
50
Thread
M
M 10
M 10
M 10
M 10
M 10
M 10
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 12
M 12
M 12
M 16
M 16
M 16
M 16
M 20
M 24
Width
Sales unit
across nut
 SW
[mm]
[pcs]
17
17
17
17
17
17
17
17
17
17
19
19
19
19
19
19
24
24
24
24
30
36
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
4
4
FILLING QUANTITIES
Type
FHB II-A S M10 x 60
FHB II-A S M10 x 75
FHB II-A S M12 x 75
FHB II-A S M16 x 95
FHB II-A S M20 x 170
FHB II-A S M24 x 170
*) max. number with one static mixer
10
Drill hole diameter
Min. drill hole depth
[mm]
[mm]
10
10
12
16
25
25
75
90
90
110
190
190
Resin volume in scale units shown
on the cartridge labels‘
corresponding scala
Anchor
per cartridge FIS HB 345 S *)
3
4
4
8
26
26
56
42
42
21
6
6
FHB II-AS/AL Highbond resin system
TECHNICAL DATA
stainless
steel
Art.-No.
gvz
Art.-No.
A4
097032
097033
097034
096907
096940
—
096941
096942
506893
506894
—
506895
506896
096943
096944
—
097014
097031
506903
506904
506905
506911
506912
506913
097035
097038
097070
097071
052370
506920
097298
097299
097440
0 97616
097617
097618
097619
097620
506897
506898
506899
506901
506902
097621
097622
097623
097624
097625
506906
506909
506910
506914
506915
506916
097626
097627
097628
097629
—
506921
Item
FHB II-A L M8 x 60/10
FHB II-A L M8 x 60/30
FHB II-A L M8 x 60/50
FHB II-A L M10 x 95/10
FHB II-A L M10 x 95/20
FHB II-A L M10 x 95/40
FHB II-A L M10 x 95/60
FHB II-A L M10 x 95/100
FHB II-A L M12 x 100/10
FHB II-A L M12 x 100/25
FHB II-A L M12 x 100/40
FHB II-A L M12 x 100/60
FHB II-A L M12 x 100/100
FHB II-A L M12 x 120/10
FHB II-A L M12 x 120/25
FHB II-A L M12 x 120/40
FHB II-A L M12 x 120/60
FHB II-A L M12 x 120/100
FHB II-A L M16 x 125/30
FHB II-A L M16 x 125/60
FHB II-A L M16 x 125/100
FHB II-A L M16 x 145/30
FHB II-A L M16 x 145/60
FHB II-A L M16 x 145/100
FHB II-A L M16 x 160/30
FHB II-A L M16 x 160/60
FHB II-A L M16 x 160/100
FHB II-A L M20 x 210/50
FHB II-A L M20 x 210/150
FHB II-A L M24 x 210/50
highly
corrosion
resistant steel
Art.-No.
ETA
C
Approval
zinc-plated
steel
Items to order only
097696 1)
097697 1)
—
097698 1)
097699 1)
—
—
—
—
—
—
—
—
—
097700 1)
097701 1)
—
—
—
—
—
—
—
—
097702 1)
—
—
097703 1)
—
—
Drill hole
diameter
do
[mm]
Drill hole
depth
h0
[mm]
10
10
10
12
12
12
12
12
14
14
14
14
14
14
14
14
14
14
18
18
18
18
18
18
18
18
18
25
25
25
75
75
75
110
110
110
110
110
115
115
115
115
115
135
135
135
135
135
140
140
140
160
160
160
175
175
175
235
235
235
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
Anchorage Fixture
depth
thickness
hef
tfix
[mm]
[mm]
60
60
60
95
95
95
95
95
100
100
100
100
100
120
120
120
120
120
125
125
125
145
145
145
160
160
160
210
210
210
10
30
50
10
20
40
60
100
10
25
40
60
100
10
25
40
60
100
30
60
100
30
60
100
30
60
100
50
150
50
Thread
M
M8
M8
M8
M 10
M 10
M 10
M 10
M 10
M 12
M 12
M 12
M 12
M 12
M 12
M 12
M 12
M 12
M 12
M 16
M 16
M 16
M 16
M 16
M 16
M 16
M 16
M 16
M 20
M 20
M 24
Width
across nut
 SW
Sales
unit
[mm]
[pcs]
13
13
13
17
17
17
17
17
19
19
19
19
19
19
19
19
19
19
24
24
24
24
24
24
24
24
24
30
30
36
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
4
8
4
Chemical Fixings
Highbond anchor FHB II-A L (long version)
1
1) Prices and delivery time on request.
FILLING QUANTITIES
Type
FHB II-A L M8 x 60
FHB II-A L M10 x 95
FHB II-A L M12 x 100
FHB II-A L M12 x 120
FHB II-A L M16 x 125
FHB II-A L M16 x 145
FHB II-A L M16 x 160
FHB II-A L M20 x 210
FHB II-A L M24 x 210
*) max. number with one static mixer
Drill hole diameter
Min. drill hole depth
[mm]
[mm]
10
12
14
14
18
18
18
25
25
75
110
115
135
140
160
175
235
235
Resin volume in scale units shown
on the cartridge labels‘
corresponding scala
Anchor
per cartridge FIS HB 345 S *)
3
5
7
7
11
13
13
33
33
56
34
24
24
15
13
13
5
5
11
FHB II-AS/AL Highbond resin system
Chemical fixings
LOADS
Highbond anchor FHB II-A S
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
Type
FHB II-A S M10x60
FHB II-A S M10x75
FHB II-A S M12x75
FHB II-A S M16x95
FHB II-A S M20x170
FHB II-A S M24x170
Cracked concrete
Effective minimum Installation Permissible Permissible
Min.
torque tensile load shear load spacing
anchorage substrate
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
75
75
95
170
170
100
120
120
150
240
240
15,0
15,0
30,0
50,0
100,0
100,0
8,0
11,1
11,1
15,9
38,0
38,0
11,3
11,3
15,6
29,0
45,9
65,3
40
40
40
50
80
80
40
40
40
50
80
80
11,2
12,0
15,6
22,3
53,3
53,3
11,3
11,3
15,6
29,0
45,9
65,3
40
40
40
50
80
80
40
40
40
50
80
80
LOADS
1
Highbond anchor FHB II-A S A4
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
Type
FHB II-A S M10x60 A4
FHB II-A S M10x75 A4
FHB II-A S M12x75 A4
FHB II-A S M16x95 A4
FHB II-A S M20x170 A4
FHB II-A S M24x170 A4
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
75
75
95
170
170
100
120
120
150
240
240
15,0
15,0
30,0
50,0
100,0
100,0
8,0
11,1
11,1
15,9
38,0
38,0
13,8
13,8
19,3
31,7
55,9
71,1
40
40
40
50
80
80
40
40
40
50
80
80
11,2
12,0
15,6
22,3
53,3
53,3
13,8
13,8
19,3
35,8
55,9
71,1
40
40
40
50
80
80
40
40
40
50
80
80
LOADS
Highbond anchor FHB II-A S C
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
Type
FHB II-A S M10x60 C
FHB II-A S M10x75 C
FHB II-A S M12x75 C
FHB II-A S M16x95 C
FHB II-A S M20x170 C
FHB II-A S M24x170 C
1)
2)
3)
12
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
75
75
95
170
170
100
120
120
150
240
240
15,0
15,0
30,0
50,0
100,0
100,0
8,0
11,1
11,1
15,9
38,0
38,0
13,8
13,8
19,3
31,7
55,9
76,0
40
40
40
50
80
80
40
40
40
50
80
80
11,2
12,0
15,6
22,3
53,3
53,3
13,8
13,8
19,3
35,8
55,9
80,6
40
40
40
50
80
80
40
40
40
50
80
80
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
5)
6)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
Valid for injection resin FIS HB. For using the glass capsule FHP II-P or FHP II-PF see approval.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
FHB II-AS/AL Highbond resin system
LOADS
Type
FHB II-A L M8x60
FHB II-A L M10x95
FHB II-A L M12x100
FHB II-A L M12x120
FHB II-A L M16x125
FHB II-A L M16x145
FHB II-A L M16x160
FHB II-A L M20x210
FHB II-A L M24x210
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
95
100
120
125
145
160
210
210
100
140
140
170
170
190
220
280
280
15,0
20,0
40,0
40,0
60,0
60,0
60,0
100,0
100,0
8,0
15,9
17,1
22,5
24,0
29,9
34,7
52,2
52,2
7,8
11,9
17,3
17,3
32,2
32,2
32,2
50,2
72,5
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
11,2
16,4
23,7
23,7
33,6
42,0
46,0
65,5
65,5
7,8
11,9
17,3
17,3
32,2
32,2
32,2
50,2
72,5
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
Chemical Fixings
Highbond anchor FHB II-AL
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
LOADS
Highbond anchor FHB II-A L A4
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
Type
FHB II-A L M8x60 A4
FHB II-A L M10x95 A4
FHB II-A L M12x100 A4
FHB II-A L M12x120 A4
FHB II-A L M16x125 A4
FHB II-A L M16x145 A4
FHB II-A L M16x160 A4
FHB II-A L M20x210 A4
FHB II-A L M24x210 A4
1
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
Non-cracked concrete
Permissible Permissible
Min.
tensile load shear load spacing
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
95
100
120
125
145
160
210
210
100
140
140
170
170
190
220
280
280
15,0
20,0
40,0
40,0
60,0
60,0
60,0
100,0
100,0
8,0
15,9
17,1
22,5
24,0
29,9
34,7
52,2
52,2
8,7
13,3
19,3
19,3
35,8
35,8
35,8
55,9
80,6
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
11,2
16,4
23,7
23,7
33,6
42,0
46,0
65,5
65,5
8,7
13,3
19,3
19,3
35,8
35,8
35,8
55,9
80,6
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
LOADS
Highbond anchor FHB II-A L C
Highest permissible loads for a single anchor1) 5) 6) in concrete C20/254)
For the design the complete approval ETA - 05/0164 has to be considered.
Type
FHB II-A L M8x60 C
FHB II-A L M10x95 C
FHB II-A L M12x100 C
FHB II-A L M12x120 C
FHB II-A L M16x125 C
FHB II-A L M16x145 C
FHB II-A L M16x160 C
FHB II-A L M20x210 C
FHB II-A L M24x210 C
1)
2)
3)
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
60
95
100
120
125
145
160
210
210
100
140
140
170
170
190
220
280
280
15,0
20,0
40,0
40,0
60,0
60,0
60,0
100,0
100,0
8,0
15,9
17,1
22,5
24,0
29,9
34,7
52,2
52,2
8,7
13,3
19,3
19,3
35,8
35,8
35,8
55,9
80,6
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
11,2
16,4
23,7
23,7
33,6
42,0
46,0
65,5
65,5
8,7
13,3
19,3
19,3
35,8
35,8
35,8
55,9
80,6
40
40
50
50
55
60
70
90
90
40
40
50
50
55
60
70
90
90
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
5)
6)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
Valid for injection resin FIS HB. For using the glass capsule FHP II-P or FHP II-PF see approval.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
13
Chemical fixings
FIS PM 360 S Powerbond resin
The high performance, efficient anchoring system in cracked
concrete
Installation example
Steel girders
BUILDING MATERIALS
APPROVALS
Approved for anchorings in:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪ Natural stone with dense structure
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ Injection resin system with PowerSleeve
technology for cracked concrete.
▪ Performance on the scale of highbond
with the flexibility of an injection
system with anchor rod.
▪ The Powerbond System consists of
the injection resin FIS PM, the stainless
steel PowerSleeve and the threaded
rod FIS A or RGM.
▪ Variable embedment depths from 6x d
to 12 x d.
▪ Approved for hammer and *diamond
drilled holes plus water filled holes.
▪ Cost efficient: Just three sizes of
Powersleeve for all FIS A anchor rod
applications (M10, M12 & M16).
▪ Suitable for use in water filled holes.
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪ FIS PM Powerbond is a styrene free
vinyl ester resin
▪ Suitable for pre-positioned and push
through installation.
▪ The FIS PS sleeve is placed in the
drilled hole, the hole is then filled with
resin starting at the base.
▪ The FIS A threaded rod is set manually
by lightly rotating in the drill hole until it
reaches the end.
▪ The resin fully bonds the sleeve and
rod to the drill hole wall and seals the
mouth of the hole.
INSTALLATION
Guard rails
Consoles
Steel consoles
Timber construction
High racking (warehouse)
Silos
Conveyor belt
Signs & signals (installation)
Machines
Water filled drill holes
Note: Step 2 (compressed air cleaning) is for diamond drilled holes ONLY.
2x
2x
2x
TECHNICAL DATA
Injection resin
FIS PM 360 S
Item
Approval
Art.-No.
*ETA
■
Resin nozzle FIS Mixer Red
Contents
FIS PM 360 S
518785
1 cartridge 360 ml, 2 x static mixer FIS Mixer red
FIS Mixer Red
96448
IMPORTANT: *ETA when used as a system with sleeve FIS PS and threaded rod FIS A
14
Sales unit
[pcs]
12
10
FIS PM 360 S Powerbond resin
TECHNICAL DATA
Min
anchorage depth
Hef,min
[mm]
Min
fill level
[scale units]
fits
sleeve
length
[mm]
Sales unit
[pcs]
14
60
60
4
FIS A M10, RGM10
60
10
FIS PS M12
517872
■
16
72
FIS PS M16
517873
■
20
96
*ETA when used as a system with resin FIS PM 360 S and threaded rod FIS A
72
96
6
10
FIS A M12, RGM12
FIS A M16, RGM16
72
96
10
10
Item
FIS PS M10
Art.-No.
517871
*ETA
Min drill
depth
Ho,min
[mm]
Approval
Drill hole
do
[mm]
■
Chemical Fixings
Sleeve FIS PS for threaded rod FIS A
TECHNICAL DATA
Item
zinc plated, zinc plated,
steel grade steel grade
5.8
8.8
Art.-No.
Art.-No
P Bond FPB Set 10 x 12
P Bond FPB Set 10 x 130
P Bond FPB Set 12 x 120
P Bond FPB Set 12 x 160
P Bond FPB Set 12 x 200
P Bond FPB Set 12 x 260
P Bond FPB Set 16 x 150
P Bond FPB Set 16 x 250
519726
519727
519728
519729
519730
519731
519732
519733
519719
519720
519721
519722
519723
519724
519725
Approval *ETA
Sleeve FIS PS with threaded rod FIS A
Set
Drill hole
do
[mm]
Min.
anchorage
depth
Ho,min
[mm]
■
■
■
■
■
■
■
■
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
FIS A M10/FIS PS M10
14
14
16
16
16
16
20
20
60
60
72
72
72
72
96
96
Max.
Min / Max Min /Max Sales unit
anchorage
fill level
fixing
depth
thickness
Ho,max
[scale units]
[mm]
[mm]
[pcs]
96
120
103
143
144
144
129
129
4/7
4/8
6/9
6/2
6/2
6/12
10/18
10/18
37/1
57/1
32/1
72/1
112/40
72/100
34/1
134/38
10
10
10
10
10
10
10
10
1
TECHNICAL DATA
Items to order only
Item
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 190
FIS A M 10 x 200
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 200
FIS A M 12 x 210
FIS A M 12 x 260
FIS A M 16 x 130
FIS A M 16 x 175
FIS A M 16 x 200
FIS A M 16 x 250
FIS A M 16 x 300
zinc plated,
steel grade
5.8
zinc plated,
steel grade
8.8
stainless
steel
Art.-No.
gvz
Art.-No.
Art.-No.
A4
090278
090279
090281
044969
090282
044971
090283
090284
090285
090286
090287
044972
090288
090289
090290
090291
519478
517935
519395
517936
519396
519397
519398
517937
519399
517938
519400
519401
517938
517940
519402
090444
090447
090448
044973
519420
090449
044974
090450
090451
090452
519421
090453
090454
044975
090455
090456
090457
090458
Approval ETA
Threaded rod FIS AM
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
Drill hole
diameter
do
[mm]
14
14
14
14
14
14
16
16
16
16
16
16
16
20
20
20
20
20
Min
Fill
Max.
Max.
Fill
Max.
Sales unit
anchoring
quantity
fixture anchorage quantity
fixture
depth
thickness
depth
thickness
hef, min
hef, min
[mm]
[scale units] [mm]
[mm] [scale units] [mm]
pcs
60
60
60
60
60
60
72
72
72
72
72
72
72
96
96
96
96
96
4
4
4
4
4
4
6
6
6
6
6
6
6
10
10
10
10
10
37
57
77
97
117
127
32
52
72
92
112
122
172
14
59
84
134
184
96
116
120
120
120
120
103
123
143
144
144
144
144
109
154
179
192
192
7
8
8
8
8
8
9
11
12
12
12
12
12
12
18
18
18
18
1
1
17
37
57
57
1
1
1
20
40
50
100
1
1
1
38
88
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
15
FIS PM 360 S Powerbond resin
Threaded rod FIS A 1m
zinc plated,
zinc plated,
steel grade 5.8 steel grade 8.8
Items to order only
Art.-No.
gvz
Item
FIS A M 10 x 1000
FIS A M 12 x 1000
FIS A M 16 x 1000
509215
509216
509217
Art.-No.
gvz
1)
1)
1)
509223
509224
509225
1)
1)
1)
stainless
steel
Art.-No.
A4
509231
509232
509233
Approval
Chemical fixings
TECHNICAL DATA
Drill hole diameter
Powerbond
do
Drill hole diameter
FIS EM
do
Max. useful length
FIS EM
tfix, max
Sales unit
ETA
[mm]
[mm]
[mm]
[pcs]
■
■
■
14
16
20
14
14
18
60
70
80
10
10
10
1)
1)
1)
1) Order nut and washer separately.
TECHNICAL DATA
stainless,
steel grade
A4-70
Art.-No.
gvz
wrench size
SW
Item
zinc plated,
steel grade
8
Art.-No.
gvz
Nut and washer M10
Nut and washer M12
Nut and washer M16
510510
510511
510512
510514
510514
510514
17
19
24
Items to order only
1
U-disc
(outside-Ø x thickness)
Fits
Sales unit
[mm]
[pcs]
20 x 2
24 x 2.5
30 x 3
FIS A M10 x 1000
FIS A M12 x 1000
FIS A M16 x 1000
50
25
20
TECHNICAL DATA
Items to order only
Item
RG M 10 x 130
RG M 10 x 165
RG M 10 x 190
RG M 10 x 220
RG M 10 x 250
RG M 10 x 350
RG M 12 x 160
RG M 12 x 200 E
RG M 12 x 220
RG M 12 x 230 E
RG M 12 x 250
RG M 12 x 290 E
RG M 12 x 300
RG M 12 x 380
RG M 12 x 600
RG M 16 x 165
RG M 16 x 190
RG M 16 x 235 E
RG M 16 x 250
RG M 16 x 270
RG M 16 x 300
RG M 16 x 380
RG M 16 x 500
zinc-plated
steel
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
8.8
Art.-No.
A4
050257
050280
050281
519444
095703
095718 1)
050258
050572
050283 519445
050574
050284
050575
050285
095720
—
050287
050259
090716
050288
—
519446
050289
095722 1)
095723 1)
Approval
Threaded rod RG M
050264
050294
050296
095709
050265
050576
050297
050577
095702
050578
095705
095710
095711
095704
050266
090721
050298
—
050299
095712
095713
1)
2)
2)
2)
1)
1)
1)
1)
Drill hole
Min.
Min. fill
Max. Max. effective
diameter anchoring
level
fixture
anchorage
depth
thickness
depth
do
hef, min
hef, max
Max.
fixture
thickness
Sales
unit
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
[scale units]
[mm]
[pcs]
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
14
14
14
14
14
16
16
16
16
16
16
16
16
16
20
20
20
20
20
20
20
20
20
60
60
60
60
60
60
72
72
72
72
72
72
72
72
72
96
96
96
96
96
96
96
96
4
4
4
4
4
4
6
6
6
6
6
6
6
6
6
10
10
10
10
10
10
10
10
50
85
110
140
170
270
64
104
124
134
154
194
204
284
504
37
62
107
122
142
172
252
372
109
120
120
120
120
120
135
144
144
144
144
144
144
144
144
134
157
192
192
192
192
192
192
8
8
8
8
8
8
12
12
12
12
12
12
12
12
12
14
15
18
18
18
18
18
18
1
25
50
80
110
210
1
32
52
62
82
122
132
212
432
1
1
11
26
46
76
156
276
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - extended anchoring depth
16
Min. fill
level
FIS PM 360 S Powerbond resin
CURING TIME - FIS PM
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
Gelling time
FIS PM
Temperature
at anchoring base
Curing time
FIS PM
‒5°C – ± 0°C
360 min
15 min.
6 min.
2 min
12 min
± 0°C – + 5°C
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
180 min.
90 min.
35 min.
20 min
12 min.
Chemical Fixings
Cartridge temperature FIS PM
(minimum + 5°C)
DISPENSERS
Items to order only
Item
Dispenser
FIS AP
Dispenser
FIS AM
Dispenser
FIS DM S
Art.-No.
Dispenser
FIS DC S
Suitable for
Sales unit
[pcs]
Performance data
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB 360 S, FIS HB 150 C,
511118 FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 360 S, FIS P 300 T
—
and 1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150 C,
FIS AM
056052
—
FIS VW 360 S, FIS VT 300 T, FIS P 300 T and 1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB 360 S. FIS HB 150 C,
Recommeneded pressure 6 bar
FIS AP
058027 FIS EM 390 S, FIS VS 150 C, FIS VW 360 S, FIS P 300 T, and
Air compression Max. 40 I/min
1K-cartridges
FIS HB 345 S, FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150 C
—
FIS DC S
513423
and silicone cartridges
Charger DCC 4000 507791
—
Charger 12 V // 230 V Euro plug
Battery pack DC
507792
—
Battery pack 12 V // 2,0 Ah // Ni-MH
For the full range of Dispenser Guns please refer to page 39
FIS DM S
1
1
1
1
1
1
1
HOLE CLEANING ACCESSORIES
Cleaning brushes
BS
Holder SDS
Description
Items to order only
Fits
Drill- Ø
Sales unit
do
Item
BS Ø 14
BS Ø 16/18
BS Ø 20
SDS Holder
Art.-No.
78180
78181
52277
511961
internal thread M8
FIS PS 10+ FIS A M10
FIS PS 12+ FIS A M12
FIS PS 16+ FIS A M16
[mm]
pcs
14
16
20
1
1
1
HOLE CLEANING ACCESSORIES
Air cleaning gun ABP
Blow out pump SDS
Sales unit
Items to order only
Item
Art.-No.
pcs
ABP Compressed air cleaning gun
ABG Blow out pump
93286
89300
1
1
17
FIS PM 360 S Powerbond resin
Chemical fixings
TECHNICAL DATA
Injection system Powerbond with threaded rod FIS A (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0160 has to be considered.
Type
Powerbond M10
(A4-70)
Powerbond M12
(A4-70)
Powerbond M16
(A4-70)
Max.
Min.
Max.
Min.
effective effective substates torque
anchorage anchorage thickness moment
depth
depth
hef,max
hmin
Tinst,max
hef,min
[mm]
[mm]
[mm]
[Nm]
60
120
72
144
96
192
100
150
104
176
136
232
20,0
20,0
40,0
40,0
60,0
60,0
Cracked-concrete
Min.
Permissible Permissible
tensile load shear load spacing
N perm 3)
[kN]
Vperm3)
[kN]
8,0
18,0
10,5
25,9
16,1
45,0
13,1
13,1
19,4
19,4
32,2
36,0
s min 2)
[mm]
50
50
55
55
60
60
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
50
50
55
55
60
60
11,2
22,4
14,7
32,4
22,6
55,1
13,1
13,1
19,4
19,4
36,0
36,0
55
55
55
55
55
55
55
55
55
55
55
55
1) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. ananchor with a spacing s
≥ 3 x hef and an edge distance c ≥ 1,5 x hef. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) For combinations of tensile loads, shear loads, bending moments as well
as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 6) The given loads are valid for fixations in dry and
humid concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval. For hammer-drilling as well as diamond-drilling.
1
TECHNICAL DATA
Injection system Powerbond with threaded rod FIS A (property class a4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0160 has to be considered.
Type
Max.
Min.
Max.
Min.
effective effective substates torque
anchorage anchorage thickness moment
depth
depth
hef,max
hmin
Tinst,max
hef,min
[mm]
[mm]
[mm]
[Nm]
Powerbond M10
(A4-70)
60
Powerbond M12
(A4-70)
72
Powerbond M16
(A4-70)
96
120
144
192
100
150
104
176
136
232
20,0
20,0
40,0
40,0
60,0
60,0
Cracked-concrete
Min.
Permissible Permissible
tensile load shear load spacing
N perm 3)
[kN]
Vperm3)
[kN]
8,0
15,7
10,5
22,5
16,1
42,0
9,2
9,2
13,7
13,7
25,2
25,2
s min 2)
[mm]
50
50
55
55
60
60
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
50
50
55
55
60
60
11,2
15,7
14,7
22,5
22,6
42,0
9,2
9,2
13,7
13,7
25,2
25,2
55
55
55
55
55
55
55
55
55
55
55
55
1) The partial safety factors for material resistance as regulated in the approval as well as a partial safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s
≥ 3 x hef and an edge distance c ≥ 1,5 x hef. 2) Minimum possible axial spacings resp. edge distance while reducing the permissible load. 3) For combinations of tensile loads, shear loads, bending moments as well
as reduced edge distances or spacings (anchor groups) see approval. 4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible. 6) The given loads are valid for fixations in dry and
humid concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval. For hammer-drilling as well as diamond-drilling.
18
FIS SB / RSB Superbond resin
Overhead applications - i.e. tunnel
Guards and steel construction
BUILDING MATERIALS
APPROVALS
Chemical Fixings
The injection resin and glass capsule for cracked concrete
Approved for anchorings in:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Approved for rebar connections in:
▪ Concrete C12/15 to C50/60
Also suitable for:
▪ Natural stone with dense structure
ADVANTAGES
APPLICATIONS
▪ The First system for cracked concrete
with which threaded rods can be
installed alternatively with Injection
resin FIS SB (Superbond) resin
cartridges or with RSB glass capsules.
▪ First resin capsule for cracked concrete.
▪ Highest application temperature range
from -40oC up to +150oC.
▪ The lowest installation temperature is
from -15oC with the resin cartridge and
-30oC with the resin capsule.
▪ Variable embedment depth from 4xd
to 20 x d with injection resin FIS SB.
▪ For resin capsule RSB there are three
possible embedment depths per
diameter for M10 - M16.
▪ RSB Capsule has an exteremely short
curing time - (example: at 21oC: 5
minutes).
▪ Minimal drill hole cleaning required
with capsule.
▪ RSB Capsule approved for use in
diamond drilled holes and water filled
holes.
FIS SB Resin:
▪ Heavy steel construction
▪ Silo installations
▪ High racks
▪ Sound proofing
▪ Guard rails
▪ Staircases
▪ Rebar connections (pending)
RSB Capsule :
▪ Overhead installations
▪ Water filled drill holes
▪ Diamond-drilled drill holes
FUNCTIONING
▪ FIS SB Superbond is a vinylester hybrid
resin
▪ FIS A anchor rods can only be set with
injection resin
▪ RG M anchor rods can be used with
either FIS SB superbond resin or RSB
resin capsules.
▪ Cartridges: Resin and hardener are
stored separately in the cartridge and
is not mixed or activated until extruded
through a static mixer nozzle.
▪ Glass Capsules: During setting the
tip of the anchor rod smashes and
destroys the capsule which mixes and
activates the resin.
1
Diamond drilled holes must
be flushed clean with water
prior to blow out
DRILL HOLE CLEANING
FIS SB injection resin
▪ Blow out 2x, Brush 2x, blow out 2x using compressed air.
▪ Manual pump is allowed for non-cracked concrete and only for
holes dia <18mm and embedment <10d
RSB resin capsule
▪ Blow out 4x using compressed air.
▪ Manual pump is allowed for non-cracked concrete and only for
holes dia <18mm and embedment <10
▪ Diamond drilled holes must be flushed clean with water prior
to Blow out 2x, Brush 2x (using power drill), blow out 2x using
compressed air.
INSTALLATION
2x
Resin
2x
2x
Capsule
For correct installation procedures and required cleaning accessories please refer to ETA or call
the fischer Technical Helpline: 01491 827 920
19
FIS SB / RSB Superbond resin
Chemical fixings
TECHNICAL DATA
Resin nozzle FIS Mixer Red
Injection resin FIS SB
Resin nozzle FIS Extension
Approval
Contents
ETA
■
■
■
-
Sales unit
[pcs]
1 cartridge 390 ml, 2 x static mixer FIS Mixer red
1 cartridge 585 ml, 2 x static mixer FIS Mixer red
1 cartridge 1500 ml, 2 x static mixer FIS Mixer red
-
12
12
6
10
10
Art.-No.
Item
518831
519452
519453
96448
48983
FIS SB 390 S
FIS SB 585 S
FIS SB 1500 S
FIS Mixer Red
FIS Extension nozzle
TECHNICAL DATA
Resin Capsule RSB
1
ETA
Drill hole dia
do
[mm]
Drill hole depth
ho
[mm]
Anchorage depth
hef
[mm]
Suitable
for
Sales unit
[pcs]
■
■
■
■
■
■
■
■
■
■
■
10
12
12
14
14
18
18
18
24
24
30
80
75
90
75
110
95
125
160
170
210
280
80
75/150*
90
75/150*
RG M8
RG M10
RG M10/RG M8I
RG M12
RG M12/RG M10I
RG M16
RG M16/RG M12I
RG M16I
RG M20I
RG M20/RGM 24/RG M20I
RG M30
10
10
10
10
10
10
10
10
10
5
5
Approval
Item
RSB 8
RSB 10 Mini
RSB 10
RSB 12 Mini
RSB 12
RSB 16 Mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E/24
RSB 30
Art.-No.
518807
518820
518821
518222
518823
518224
518225
518826
518827
518828
518829
95/190*
125
160
170
210
280
*2 x mini cartridges / double embedment depth
EMBEDMENT DEPTH EXAMPLES
▪ Shallow embedment depth with RSB mini
▪ Standard embedment depth with RSB
CURING TIMES
Processing and curing times:
Maximum permissible processing times and minimum curing times.
(Minimum cartridge temperature 0oC; minimum capsule temperature -15oC).
Temperature of
concrete / anchor base
[oC]
FIS SB
▪ Double embedment depth with 2 x RSB mini
20
-30 to -20
>-20 to -15
>-15 to -10
>-10 to -5
>-5 to +0
>+0 to +5
>+5 to +10
>+10 to +20
>+20 to +30
>+30 to +40
Min. curing time
tcure[minutes]
Max. processing time
twork [minutes]
FIS SB
60
30
20
13
9
5
4
2
RSB
36 hrs
24 hrs
8 hrs
4 hrs
120
60
45
30
120 hrs
48 hrs
30 hrs
16 hrs
10 hrs
45
30
20
5
3
FIS SB / RSB Superbond resin
TECHNICAL DATA
zinc plated, zinc plated,
steel grade steel grade
5.8
8.8
Art.-No.
gvz
Art.-No.
Art.-No.
A4
90274
90275
90276
90277
509214
090278
090279
090281
044969
090282
509215
044971
090283
090284
090285
090286
090287
509216
044972
090288
090289
090290
090291
509217
90292
90293
90294
90295
90296
90297
519390
519391
519329
519393
519394
519478
517935
519395
517936
519396
509223
519397
519398
517937
519399
517938
509224
519400
519401
517938
517940
519402
509225
519404
519406
519410
-
90440
90441
90442
90443
509230
090444
090447
090448
044973
519420
090449
509231
044974
090450
090451
090452
519421
090453
090454
509232
044975
090455
090456
090457
090458
509233
90459
90460
519427
90468
90462
90463
90464
Item
FIS A M 8 x 90
FIS A M 8 x 110
FIS A M 8 x 130
FIS A M 8 x 175
FIS A M 8 x 1000*
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 190
FIS A M 10 x 200
FIS A M 10 x 1000*
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 200
FIS A M 12 x 210
FIS A M 12 x 260
FIS A M 12 x 1000*
FIS A M 16 x 130
FIS A M 16 x 175
FIS A M 16 x 200
FIS A M 16 x 250
FIS A M 16 x 300
FIS A M 16 x 1000*
FIS A M 20 x 245
FIS A M 20 x 290
FIS A M 20 x 1000*
FIS A M 24 x 290
FIS A M 24 x 380
FIS A M 30 x 340
FIS A M 30 x 430
stainless
steel
Approval ETA
Items to order only
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
Drill hole
diameter
Min.
anchoring
depth
Fixture
thickness
hef, min
Fill
quantity
FIS SB
do
[mm]
hef, min
[mm]
tfix, hef min
[mm]
[scale units]
hef, max
[mm]
tfix, hef min
[mm]
at h hef, min
[mm]
10
10
10
10
10
12
12
12
12
12
12
12
14
14
14
14
14
14
14
14
18
18
18
18
18
18
24
24
24
28
28
35
35
60
60
60
60
60
60
60
60
60
60
60
60
70
70
70
70
70
70
70
70
80
80
80
80
80
80
90
90
90
96
96
120
120
19
39
59
104
37
57
77
97
117
127
34
54
74
94
114
124
174
30
75
100
150
200
131
176
165
255
185
275
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
11
11
11
15
15
28
28
78
98
118
160
160
96
116
136
16
176
186
200
103
123
143
163
183
193
240
240
109
154
179
229
279
320
220
265
400
260
350
304
394
1
1
1
4
1
1
1
1
1
1
1
1
1
1
1
1
4
1
1
1
1
1
1
1
1
1
1
1
3
3
4
5
5
4
5
5
6
7
7
7
5
6
7
7
8
9
10
10
7
10
11
14
17
19
28
32
48
39
52
67
88
at h hef, min
Max.
Fixture
anchorage thickness
depth
hef, max
Fill
quantity
FIS SB
Sales
unit
pcs
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
Chemical Fixings
Threaded rod FIS A
1
10
10
10
10
10
10
10
10
10
5
5
5
5
* Order nut and washer separately.
TECHNICAL DATA
stainless,
steel grade
A4-70
Art.-No.
gvz
wrench size
SW
Item
zinc plated,
steel grade
8
Art.-No.
gvz
Nut and washer M8
Nut and washer M10
Nut and washer M12
Nut and washer M16
Nut and washer M20
510509
510510
510511
510512
519737
510113
510514
510515
510516
519738
13
17
19
24
30
Items to order only
U-disc
(outside-Ø x thickness)
Fits
[mm]
16 x1.6
20 x 2
24 x 2.5
30 x 3
37 x 3
Sales unit
[pcs]
FIS A M80 x 1000
FIS A M10 x 1000
FIS A M12 x 1000
FIS A M16 x 1000
FIS A M20 x 1000
50
50
25
20
10
21
FIS SB / RSB Superbond resin
1
Threaded rod RG M
tfix, 3
[mm] [mm]
Sales unit
hef, 3
[mm]
No. of capsules
and type
tfix, 2
[mm] [mm]
Fixture
thickness
hef, 2
[mm]
Anchorage
depth
tfix, 1
No. of capsules
and type
hef, 1
Fixture
thickness
do
[mm] [mm] [mm]
Anchorage
depth
1.4529
Art.-No. Art.-No. Art.-No.
longest anchorage depth hef, 2
[mm]
[pcs]
Item
RG M 8 x 115
RG M 8 x 150
RG M 8 x 250
RG M 8 x 350
RG M 10 x 130
RG M 10 x 165
RG M 10 x 190
RG M 10 x 220
RG M 10 x 250
RG M 10 x 300
RG M 10 x 350
RG M 12 x 160
RG M 12 x 180
RG M 12 x 200 E
050256
095698
095699
050257
050280
050281
095703
RG M 12 x 220
050283
RG M 12 x 230 E
RG M 12 x 250
RG M 12 x 290 E
RG M 12 x 300
RG M 12 x 380
RG M 12 x 600
RG M 16 x 165
RG M 16 x 190
RG M 16 x 235 E
RG M 16 x 250
RG M 16 x 270
RG M 16 x 275 E
RG M 16 x 300
RG M 16 x 380
RG M 16 x 500
RG M 20 x 220
RG M 20 x 260
RG M 20 x 290
RG M 20 x 330 E
RG M 20 x 350
RG M 20 x 500
RG M 24 x 295
RG M 24 x 300
RG M 24 x 380 E
050574
050284
050575
050285
095720
—
050287
050259
090716
050288
090717
050289
095722
095723
502251
050260
090718
095707
095725
050261
090719
RG M 24 x 400
095727
095715
28
210
161
1xRSB 20/E 24
RG M 24 x 600
095728
-
28
210
361
1xRSB 20/E 24
RG M 30 x 380
RG M 30 x 500
050262
095730
090726
-
35
35
280
280
65
185
1xRSB 30
1xRSB 30
519443
519444
095718
050258
512248
050572
E - extended anchoring depth
22
A4-70
standard anchorage depth hef, 2
No. of capsules
and type
Art.-No.
88
Fixture
thickness
5.8
Anchorage
depth
Items to order
only
steel
highly
resistant
to
corrosion
Drill hole
diameter
short anchorage depth hef, 1
zinc-plated zinc-plated stainless
steel
steel
Steel
Approval ETA
Chemical fixings
TECHNICAL DATA
519445
050263 096316
050293
095700
095708
050264 096217
050294
050296
095701
512246
095709
050265 096218
512249
050576
■
10
10
10
10
12
12
12
12
12
12
12
14
14
14
050297
■
14
75
121
1xRSB 12 mini
110
86
1xRSB 12
050577
095702
050578
095705
095710
095711
095704
050266 096219
090721
050298
■
■
■
■
■
■
■
■
■
■
■
14
14
14
14
14
14
18
18
18
18
18
18
18
18
18
25
25
25
25
25
25
28
28
28
75
75
75
75
75
75
95
95
95
95
95
95
95
95
95
131
151
191
201
281
501
38
63
108
123
143
148
173
253
372
1xRSB 12 mini
1xRSB 12 mini
1xRSB 12 mini
1xRSB 12 mini
1xRSB 12 mini
1xRSB 12 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
1xRSB 16 mini
110
110
110
110
110
110
125
125
125
125
125
125
125
125
125
170
170
170
170
170
170
210
210
210
96
116
156
166
246
466
8
33
78
93
113
118
143
223
343
14
54
84
124
144
294
56
61
141
1xRSB 12
1xRSB 12
1xRSB 12
1xRSB 12
1xRSB 12
1xRSB 12
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 16
1xRSB 20
1xRSB 20
1xRSB 20
1xRSB 20
1xRSB 20
1xRSB 20
1xRSB 20/E 24
1xRSB 20/E 24
1xRSB 20/E 24
519446
519447
519448
090722
050299
095712
095713
050267
090723
095706
050268
090724
■
■
■
■
■
■
■
■
■
■
75
75
75
75
75
75
75
75
75
75
35
704
95
125
155
205
255
61
81
101
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 12 mini
1xRSB 12 mini
1xRSB 12 mini
80
80
80
80
90
90
90
90
90
90
98
110
110
110
14
54
154
254
20
55
80
110
140
190
240
26
46
66
1xRSB 8
1xRSB 8
1xRSB 8
1xRSB 8
1xRSB 10
1xRSB 10
1xRSB 10
1xRSB 10
1xRSB 10
1xRSB 10
1xRSB 10
1xRSB 12
1xRSB 12
1xRSB 12
150
150
150
150
150
150
150
150
150
150
150
150
150
150
190
190
190
190
190
190
190
210
210
210
210
210
20
50
80
130
180
6
26
46
56
76
116
126
206
426
13
28
48
53
78
158
278
14
44
84
104
254
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
1xRSB 10 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 12 mini
2xRSB 16 mini
2xRSB 16 mini
2xRSB 16 mini
2xRSB 16 mini
2xRSB 16 mini
2xRSB 16 mini
2xRSB 16 mini
1xRSB 20/E 24
1xRSB 20/E 24
1xRSB 20/E 24
1xRSB 20/E 24
1xRSB 20/E 24
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
FIS SB / RSB Superbond resin
TECHNICAL DATA
Art.-No.
gvz
Art.-No.
A4
050552 1)
050553 1)
050562 1)
050563 1)
050564 1)
050565 1)
050566 1)
050567 1)
050568 1)
050568
Item
RG 12 x 90 M8 I
RG 16 x 90 M10 I
RG 18 x 125 M12 I
RG 22 x 160 M16 I
RG 28 x 200 M20 I
ETA
stainless
steel
Approval
zinc-plated
steel
Connection
thread
M
■
■
■
■
M8
M10
M12
M16
M20
Drill
diameter
do
Anchorage
depth
hef
[mm]
[mm]
14
18
20
24
32
90
90
125
160
200
RSB
Fill
quantity
RSB 10
RSB 12
RSB 16
RSB 16 E
RSB 20E/24
Apply
Max.
bolt
bolt
penetration penetration
[scale units]
[mm]
[mm]
5
7
11
17
48
8
10
12
16
20
18
23
26
35
45
Sales
units
[pcs]
1) Setting tool is included in each package.
Chemical Fixings
Internal threaded anchor RG MI
DRILL HOLE CLEANING ACCESSORIES
Cleaning brushes
BS
Holder SDS
Description
Items to order only
Fits
Drill- Ø
Sales unit
do
Item
Art.-No.
BS Ø 10
BS Ø 12
BS Ø 14
BS Ø 18
BS Ø 20
BS Ø 24
BS Ø 25
BS Ø 28
BS Ø 35
SDS Holder
Brush Extension
078178
078178
078181
052277
078182
097806
078183
078184
511961
511961
508791
-
internal thread M8
for deep drill holes
RG M8 /RG M5I
RG M10 /RG M5I
RG M12 /RG M5I
RG M16 /RG M5I
RG M12I
RG M20 /RG M5I
RG M20 /RG M5I
RG M24 /27
RG M30 /RG M20I
-
[mm]
pcs
10
12
14
16/18
20
24
27
30
40
-
1
1
1
1
1
1
1
1
1
1
1
1
DRILL HOLE CLEANING ACCESSORIES
Air cleaning gun ABP
Blow out pump SDS
Centring Wedge
Setting tool RA SDS
Sales unit
Items to order only
Description
Item
Art.-No.
ABP Compressed air cleaning gun
ABG Blow out pump
Centring wedge
RA-SDS Machine Setting Tool
93286
89300
93076
062420
1
1
1
1
For the full range of Dispenser Guns please refer to page 39
DISPENSER GUNS
Dispenser
FIS DC S
pcs
For cleaning drill holes
For cleaning drill holes
For overhead applications
Setting Tool for hammerdrill with SDS S holder
Dispenser
FIS AP
Dispenser
FIS DP S-L
Dispenser
FIS DM S
Dispenser
FIS DM S-L
23
FIS SB / RSB Superbond resin
Chemical fixings
TECHNICAL DATA
Superbond injection resin FIS SB with threaded rod FIS A7) (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
FIS A M8 (8.8)
FIS A M10 (8.8)
FIS A M12 (8.8)
FIS A M16 (8.8)
FIS A M20 (8.8)
FIS A M24 (8.8)
1
FIS A M27 (8.8)
FIS A M30 (8.8)
Max.
Permissible
Min. Effective Max. Effective Min.
anchorage anchorage substate torque tensile load
depth
thickness moment
depth
hef,min
hef,min
hmin
Tinst,max
N perm 3)
[mm]
[mm]
[mm]
[Nm]
[kN]
60
160
60
200
70
240
80
320
90
400
96
480
108
540
120
600
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
4,7
12,4
6,3
20,9
9,4
32,3
12,3
57,4
14,6
89,8
16,1
129,3
19,2
163,6
22,5
202,0
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
Cracked-concrete
Min.
Permissible
shear load spacing
Vperm3)
[kN]
8,6
8,6
12,6
13,1
18,8
19,4
24,5
36,0
29,3
56,0
32,2
80,6
38,5
105,1
45,1
128,6
s min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
Non-cracked concrete
Min.
Min. Permissible Permissible
edge tensile load shear load spacing
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
8,6
14,3
11,2
22,4
14,1
32,4
17,2
60,0
20,5
93,3
22,6
134,3
27,0
175,2
31,6
213,8
8,6
8,6
13,1
13,1
19,4
19,4
34,4
36,0
41,1
56,0
45,2
80,6
54,0
105,1
63,2
128,8
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
7) The given values apply to the threaded rod RGM of the same property class
TECHNICAL DATA
Superbond injection resin FIS SB with threaded rod FIS A7) (property class A4.70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
FIS A M8
(A4-70)
FIS A M10
(A4-70)
FIS A M12
(A4-70)
FIS A M16
(A4-70)
FIS A M20
(A4-70)
FIS A M24
(A4-70)
FIS A M27
(A4-70)
FIS A M30
(A4-70)
Min. Effective Max. Effective Min.
Max.
Permissible
anchorage anchorage substate torque tensile load
depth
depth
thickness moment
hef,min
hef,min
hmin
Tinst,max
N perm 3)
[mm]
[mm]
[mm]
[Nm]
[kN]
60
160
60
200
70
240
80
320
90
400
96
480
108
540
120
600
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
4,7
9,9
6,3
15,7
9,4
22,5
12,3
40,0
14,6
65,7
16,1
94,3
19,2
123,0
22,5
150,1
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
24
Cracked-concrete
Min.
Permissible
shear load spacing
Vperm3)
[kN]
6,0
6,0
9,2
9,2
13,7
13,7
24,5
25,2
29,3
39,4
32,2
56,8
38,5
73,7
45,1
90,2
s min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
Non-cracked concrete
Min.
Min. Permissible Permissible
edge tensile load shear load spacing
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
8,6
9,9
11,2
15,7
14,1
22,5
17,2
42,0
20,5
65,7
22,6
94,3
27,0
123,0
31,6
150,1
6,0
6,0
9,2
9,2
13,7
13,7
25,2
25,2
39,4
39,4
45,2
56,8
54,0
73,7
63,21
90,2
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
7) The given values apply to the threaded rod RGM of the same property class
FIS SB / RSB Superbond resin
TECHNICAL DATA
Type
FIS A M8 (C-70)
Max.
Permissible
Min. Effective Max. Effective Min.
anchorage anchorage substate torque tensile load
depth
thickness moment
depth
hef,min
hef,min
hmin
Tinst,max
N perm 3)
[mm]
[mm]
[mm]
[Nm]
[kN]
60
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
160
FIS A M10 (C-70)
60
FIS A M12 (C-70)
70
FIS A M16 (C-70)
80
FIS A M20 (C-70)
90
FIS A M24 (C-70)
96
FIS A M27 (C-70)
108
FIS A M30 (C-70)
120
200
240
320
400
480
540
600
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
4,7
12,4
6,3
19,5
9,4
28,1
12,3
52,4
14,6
81,9
16,1
117,6
19,2
153,3
22,5
187,1
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
Cracked-concrete
Min.
Permissible
shear load spacing
Vperm3)
[kN]
7,4
7,4
11,4
11,4
17,1
17,1
24,5
31,4
29,3
49,1
32,2
70,9
38,5
92,0
45,1
112,6
s min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
Non-cracked concrete
Min.
Min. Permissible Permissible
edge tensile load shear load spacing
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
8,6
12,4
11,2
19,5
14,1
28,1
17,2
52,4
20,5
81,9
22,6
117,6
27,0
153,3
31,6
187,1
7,4
7,4
11,4
11,4
17,1
17,1
31,4
31,4
41,1
49,1
45,2
70,9
54,0
92,0
63.2
112,6
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
Chemical Fixings
Superbond injection resin FIS SB with threaded rod FIS A7) (property class C-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
1
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
7) The given values apply to the threaded rod RGM of the same property class
TECHNICAL DATA
Superbond injection resin FIS SB7) with internal threaded anchor RG MI (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
RG M8 I
RG M10 I
RG M12 I
RG M16 I
RG M20 I
Min. Effective
anchorage
depth
hef,min
Max. Effective
anchorage
depth
hef,min
Cracked-concrete
Min.
Permissible
shear load spacing
Max.
torque
moment
Permissible
tensile load
N perm 3)
[kN]
Vperm3)
[kN]
8,1
10,8
16,8
26,3
41,9
8,3
13,3
19,3
30,3
51,4
[mm]
[mm]
Tinst,max
[Nm]
90
90
125
160
200
120
125
165
205
620
10,0
20,0
40,0
80,0
120,0
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
55
65
75
95
125
Permissible
Min.
tensile load
edge
distance
Non-cracked concrete
Permissible
Min.
shear load
spacing
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
55
65
75
95
125
13,8
20,5
32,4
48,7
68,0
8,3
13,3
19,3
30,9
51,4
55
65
75
95
125
55
65
75
95
125
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
7) The given values apply to the superbond resin capsule RSB.
25
FIS SB / RSB Superbond resin
Chemical fixings
TECHNICAL DATA
Superbond injection resin FIS SB7) with internal threaded anchor RG MI A4 (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
Max. Effective
anchorage
depth
hef,min
[mm]
Max.
torque
moment
Tinst,max
[Nm]
Permissible
tensile load
N perm 3)
[kN]
Vperm3)
[kN]
[mm]
90
90
125
160
200
120
125
165
205
620
10,0
20,0
40,0
80,0
120,0
8,1
10,8
16,8
26,3
41,9
5,9
9,3
13,5
25,1
39,4
55
65
75
95
125
RG M8 I A4
RG M10 I A4
RG M12 I A4
RG M16 I A4
RG M20 I A4
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
1
Cracked-concrete
Min.
Permissible
shear load spacing
Min. Effective
anchorage
depth
hef,min
[mm]
s min 2)
Min.
Permissible
edge
tensile load
distance
c min 2)
N perm 3)
[mm]
[kN]
55
65
75
95
125
9,9
15,7
22,5
42,0
65,7
Non-cracked concrete
Permissible
Min.
shear load
spacing
V perm 3)
[kN]
s min 2)
[mm]
Min.
edge
distance
c min 2)
[mm]
5,9
9,3
13,5
25,1
39,4
55
65
75
95
125
55
65
75
95
125
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
7) The given values apply to the superbond resin capsule RSB.
TECHNICAL DATA
Superbond injection resin FIS SB with Rebars B500B
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
Ø 8 mm
Ø 10 mm
Ø 12 mm
Ø 14 mm
Ø 16 mm
Ø 20 mm
Ø 25 mm
Ø 28 mm
Ø 32 mm
Min.
Effective
anchorage
depth
hef,min
[mm]
Max.
Effective
anchorage
depth
hef,min
[mm]
60
160
60
200
70
240
75
280
80
320
90
400
100
500
112
560
128
640
Max.
torque
moment
Permissible
tensile load
hmin
[mm]
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
100
190
100
230
102
272
111
316
120
350
140
450
160
560
182
630
208
720
-
6,5
8,6
5,4
18,0
7,5
25,9
9,4
35,2
12,3
53,6
14,6
71,8
17,1
112,2
20,3
140,7
24,8
183,8
6.5
6.6
10.3
10.3
14.8
14.8
18.8
20.2
24.5
26.3
29.3
41.4
34.3
64.3
40.6
81.0
49.7
105.2
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
26
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Substrate
thickness
s min 2)
[mm]
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
Permissible
Min.
tensile load
edge
distance
Non-cracked concrete
Permissible
Min.
shear load
spacing
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
5.7
14.3
7.6
22.4
11.3
32.1
14.9
43.4
17.2
56.6
20.5
88.3
24.0
137.8
28.5
173.0
34.8
226.0
6.6
6.6
10.3
10.3
14.8
14.8
20.2
20.2
26.3
26.3
41.1
41.4
48.1
64.3
57.0
81.0
69.6
105.2
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
FIS SB / RSB Superbond resin
TECHNICAL DATA
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Embedment Effective
type
anchorage substate
thickness
depth
hef,min
[mm]
hmin
[mm]
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
4,8
6,1
7,3
12,2
10,1
14,8
20,2
15,9
22,4
34,1
38,0
47,1
52,2
80,3
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
9,6
11,2
13,5
22,4
15,6
23,7
32,3
22,3
33,6
59,1
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Chemical Fixings
Superbond resin capsule RSB with threaded rod RGM C (property class C-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
1
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
TECHNICAL DATA
Superbond resin capsule RSB with threaded rod RGM A4 (property class A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Embedment Effective
type
anchorage substate
thickness
depth
hef,min
hmin
[mm]
[mm]
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
4,8
6,1
7,3
12,2
10,1
14,8
20,2
15,9
22,4
34,1
38,0
47,1
52,2
80,3
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
9,6
11,2
13,5
22,4
15,6
23,7
32,3
22,3
33,6
59,1
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
27
FIS SB / RSB Superbond resin
Chemical fixings
TECHNICAL DATA
1
Superbond resin capsule RSB with threaded rod RGM / FIS A in diamond drilled holes (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Embedment Effective
type
anchorage substate
thickness
depth
hef,min
[mm]
hmin
[mm]
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
15,9
22,4
34,1
38,0
47,1
52,2
80,3
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
65
65
65
85
85
105
140
11,5
14,6
17,5
22,4
15,6
25,7
32,4
22,3
33,6
60
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6)The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
TECHNICAL DATA
Superbond resin capsule RSB with threaded rod RGM / FIS A in diamond drilled, Water filled holes (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0259 has to be considered.
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
15,9
22,4
34,1
38,0
47,1
52,2
80,3
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
28
Cracked-concrete
Min.
Permissible
shear load spacing
Embedment Effective
Min.
type
anchorage substate
depth
thickness
hef,min
hmin
[mm]
[mm]
s min 2)
[mm]
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
65
65
65
85
85
105
140
11,5
14,6
17,5
22,4
15,6
25,7
32,4
22,3
33,6
60
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete in addition to water filled holes.
FIS SB / RSB Superbond resin
TECHNICAL DATA
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Embedment Effective
type
anchorage substate
thickness
depth
hef,min
[mm]
hmin
[mm]
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
4,8
6,1
7,3
12,2
10,1
14,8
20,2
15,9
22,4
34,1
38,0
47,1
52,2
80,3
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
9,6
11,2
13,5
22,4
15,6
23,7
32,3
22,3
33,6
59,1
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Chemical Fixings
Superbond resin capsule RSB with threaded rod RGM / FIS A (property class 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
1
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
TECHNICAL DATA
Superbond resin capsule RSB with threaded rod FIS A (property class 8.8) in hammerdrilled holes
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 12/0258 has to be considered.
Type
RSB 8
RSB 10 mini
RSB 10
RSB 10
RSB 12 mini
RSB 12
RSB 12
RSB 16 mini
RSB 16
RSB 16 E
RSB 20
RSB 20 E /24
RSB 24
RSB 30
Cracked-concrete
Min.
Permissible
shear load spacing
Min.
Embedment Effective
type
anchorage substate
thickness
depth
hef,min
hmin
[mm]
[mm]
Max.
torque
moment
Permissible
tensile load
Tinst,max
[Nm]
N perm 3)
[kN]
Vperm3)
[kN]
1 x standard
1 x mini
1 x standard
10,0
20,0
20,0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
150,0
300,0
4,8
6,1
7,3
12,2
10,1
14,8
20,2
15,9
22,4
34,1
38,0
47,1
52,2
80,3
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
2 x mini
1 x mini
1 x standard
2 x mini
1 x mini
1 x standard
1 x long
1 x standard
1 x long
1 x standard
1 x standard
80
75
90
150
75
110
150
95
125
190
170
210
210
280
110
105
120
180
105
140
180
131
161
226
218
258
266
350
1) The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL= 1,4 are considered. As an single anchor counts e.g. an
anchor with a spacing s ≥ 3 x hef and an edge distance c ≥ 1,5 x hef.
2) Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3) For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
s min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
Non-cracked concrete
Permissible Permissible
Min.
Min.
tensile load shear load
spacing
edge
distance
Min.
edge
distance
c min 2)
[mm]
N perm 3)
[kN]
V perm 3)
[kN]
s min 2)
[mm]
c min 2)
[mm]
40
45
45
45
55
55
55
65
65
65
85
85
105
140
9,6
11,2
13,5
22,4
15,6
23,7
32,3
22,3
33,6
59,1
53,3
73,2
73,2
112,7
8,6
13,1
13,1
13,1
19,4
19,4
19,4
31,7
36,0
36,0
56,0
56,0
80,6
128.6
40
45
45
45
55
55
55
65
65
65
85
85
105
140
40
45
45
45
55
55
55
65
65
65
85
85
105
140
4) For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
6) The given loads are valid for temperatures in the substrate up to +24°C (resp. short term up to 40°C).
For higher temperature range refere to approval or consult the fischer technical department. Forming of
the drill hole by hammer drilling with best possible drillhole cleaning according to approval. The anchor
may be installed in dry or damp concrete.
29
Chemical fixings
FIS EM Injection resin
The powerful epoxy injection resin for rebar connections and
cracked concrete
Rail fastenings
Underwater applications
BUILDING MATERIALS
APPROVALS
Approved for anchorings in:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Approved for rebar connections in:
▪ Concrete C12/15 to C50/60
Also suitable for:
▪ Natural stone with dense structure
1
ADVANTAGES
▪ The FIS EM resin achieves very high
load levels for safe use in cracked and
non-cracked concrete.
▪ It is suitable for diamond-drilled drill
holes, providing greater flexibility on
the construction site.
▪ Low resin shrinkage allows for a
maximum applied load, including large
threaded rod diameters.
▪ FIS EM epoxy resin can also be used
underwater.
▪ Approved temperature resistance
of -40°C to +72°C offers a stable
load level, even when subjected to
increased temperature demands.
▪ FIS EM has extended gelling times
and is therefore particularly suitable
for repeated installation and rebar
connections.
APPLICATIONS
FUNCTIONING
Injection resin for use in cracked and
non-cracked concrete with:
▪ Threaded rods FIS A / RG M.
▪ Internal threaded anchor RG MI
For rebar connections with:
▪ Concrete steel bars
▪ Rebar anchor FRA
▪ Ideal for:
▪ Diamond-drilled drill holes
▪ Underwater applications
▪ Fixing large diameter rebars
▪ Fixing deep embedment depths
NEW
▪ The FIS EM is a 2-component injection
resin system based on epoxy resin.
▪ Resin and hardener are stored in two
separate chambers and are not mixed
and activated until extruded through
the static mixer.
▪ The professional injection cartridges
are quick and easy to use with fischer
dispensers.
▪ Partially used cartridges can be reused,
simply by changing the static mixer.
top!
w
e
Scr
NEWS....
▪ New screw top for FIS EM 390 S.
▪ One mixer (FIS Mixer Red) for high
performance resin.
▪ Article number (96448) stays the
same, ordering remains unchanged.
▪ OLD: Bayonet top
30
▪ NEW: Screw top
FIS EM Injection resin
Injection resin FIS EM 390 S
Injection resin FIS EM 585 S
Injection resin FIS EM 1500 S
Static Mixer Red
Resin nozzle FIS Extension
Item
Art.-No.
FIS EM 390 S
FIS EM 585 S
FIS EM 1500 S
Mixer Red
FIS Extension nozzle
Contents
Sales unit
Approval
Languages on the cartridge
Items to order only
093049
508831
512080
096448
048983
DIBt ETA
▯
■
GB, CZ, PL, GR, PRC, ROK
1 cartridge 390 ml, 2 x static mixer FIS Mixer Red
▯
■
GB, CZ, PL, GR, PRC, ROK
1 cartridge 585 ml, 2 x static mixer FIS Mixer Red
▯
■ D, NL, GB, F, E, PRC, JP, ROK, I, P, PL, CZ 1 cartridge 1100 ml, 2 x static mixer FIS Mixer Red
—
—
—
static mixers
extension nozzles
[pcs]
6
6
6
10
10
Chemical Fixings
5
TECHNICAL DATA
CURING TIME
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
40 hrs.
18 hrs.
10 hrs.
5 hrs.
1
(resin)
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
2 hrs.
30 min.
14 min.
7 min.
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
DRILL HOLE CLEANING ACCESSORIES
Cleaning brush BS for concrete
Items to order only
Item
BS ø 12
BS ø 14
BS ø 16/18
BS ø 24
BS ø 25
BS ø 28
BS ø 35
Brush for drill-Ø 40 mm
Brush for drill-Ø 45 mm
Brush for drill-Ø 55 mm
FIS brush extension
Art.-No.
078179
078180
078181
078182
097806
078183
078184
505061
506254
505062
508791
Cleaning brush with thread M 8
Brush diameter
For drill diameter
Sales unit
[mm]
[mm]
[pcs]
13
16
20
26
27
30
40
42
47
58
—
12
14
16/18
24
25
28
30/32/35
40
45
55
—
1
1
1
1
1
1
1
1
1
1
1
Compressed-air cleaning gun
Item to order only
Item
Compressed-air cleaning gun ABP
Fits
Sales unit
[pcs]
FIS A M 16 - M 30
1
Art.-No.
059456
31
FIS EM + Threaded rods for cracked concrete
Chemical fixings
The variable fixing system for cracked concrete
Crash barriers and sound insulation walls
Bridge railings
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
1
FIS A
threaded rod
RG M
threaded rod
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ High bond strength is achieved when
the FIS A anchor is used with injection
resin FIS EM. The system achieves a
very high load capacity in both cracked
and non-cracked concrete, resulting in
safe applications.
▪ Variable anchorage depths from 4x to
20x the rod diameter provides a flexible
solution to meet a wide spectrum of
required loads and ensures the most
effective use of installation time and
use of materials.
▪ The low anchorage depth allows for
use in thin base materials.
▪ The FIS EM system allows for threaded
rod diameters of up to M30 for
maximum applied loads.
▪ The wide range of approved steel
types allows for use in all corrosion
resistance classes and offers maximum
application safety.
▪
▪
▪
▪
▪
▪
▪
▪ The injection system, comprising the
FIS EM injection resin combined with
the FIS A threaded rod, is suitable
for pre-positioned and push-through
installation.
▪ The resin is extruded bubble free from
the drill hole base.
▪ The resin bonds the entire surface of
the threaded rod with the drill hole wall
and seals the drill hole.
▪ The threaded rod is set manually, by
lightly rotating it until it reaches the drill
hole base.
PRE-POSITIONED INSTALLATION
PUSH THROUGH INSTALLATION
32
Approved for:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪ Concrete C12/15
▪ Natural stone with dense structure
Heavy steel constructions
Silo installations
High racks
Sound insulation walls
Top concrete jointers
Rim beam anchorings
Anchorings in diamond-drilled drill
holes (not included in approval)
▪ Underwater installations (not included
in approval)
Threaded rod RG M
▪ for RG M stud sizes pleser refer to
page 41
Blow out 4x using compressed air.
Blow out 4x using compressed air.
Diamond drilled holes must
be flushed clean with water
prior to blow out
FIS EM + Threaded rods for cracked concrete
TECHNICAL DATA
zinc plated,
steel grade
5.8
zinc plated,
steel grade
8.8
stainless
steel
Art.-No.
gvz
Art.-No.
Art.-No.
A4
Approval
Items to order only
ETA
Item
FIS A M 6 x 75
FIS A M 6 x 85
FIS A M 6 x 110
FIS A M 8 x 90
FIS A M 8 x 110
FIS A M 8 x 130
FIS A M 8 x 175
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 190
FIS A M 10 x 200
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 200
FIS A M 12 x 210
FIS A M 12 x 260
FIS A M 16 x 130
FIS A M 16 x 175
FIS A M 16 x 200
FIS A M 16 x 250
FIS A M 16 x 300
FIS A M 20 x 245
FIS A M 20 x 290
FIS A M 24 x 290
FIS A M 24 x 380
FIS A M 30 x 340
FIS A M 30 x 430
090243
090272
090273
090274
090275
090276
090277
090278
090279
090281
044969
517935
090437
090438
090439
090440
090441
090442
090443
090444
090447
090448
044973
■
090449
044974
090450
090451
090452
■
■
■
■
■
517937
090453
090454
044975
090455
090456
090457
090458
090459
090460
090461
090462
090463
090464
■
■
■
■
■
■
■
■
■
■
■
■
■
[mm]
[mm]
[mm]
[mm]
[scale units]
[pcs]
8
8
8
12
12
12
12
14
14
14
14
14
14
14
14
14
14
60
60
60
60
60
60
60
60
60
60
60
60
60
70
70
70
70
70
70
70
80
80
80
80
80
90
90
96
96
120
120
7
17
40
20
40
60
105
40
60
100
130
35
55
95
125
175
35
80
105
155
205
133
178
168
258
188
278
2
2
2
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
11
11
15
15
28
28
20
20
20
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
5
5
5
5
—
—
—
■
■
■
■
■
■
14
14
16
517938
090286
090287
044972
090288
090289
090290
090291
090292
090293
090294
090295
090296
090297
517938
517940
Sales
unit
Drill hole
diameter
FIS EM
do
517936
090282
044971
090283
090284
090285
Effect. anchoring Max. useful Fill quantity for
depth
length
effect. anchoring
FIS EM
FIS EM
depth FIS EM
hef, min
tfix, max
Drill hole
diameter
Powerbond
do
16
20
14
14
18
18
18
18
18
24
24
28
28
35
35
Chemical Fixings
Threaded rod FIS A
1
TECHNICAL DATA
Items to order only
Item
zinc plated,
zinc plated,
steel grade 5.8 steel grade 8.8
Art.-No.
gvz
FIS A M 8 x 1000
509214
FIS A M 10 x 1000
509215
FIS A M 12 x 1000
509216
FIS A M 16 x 1000
509217
1) Order nut and washer separately.
Art.-No.
gvz
1)
1)
1)
1)
509222
509223
509224
509225
1)
1)
1)
1)
stainless
steel
Art.-No.
A4
509230
509231
509232
509233
1)
1)
1)
1)
Approval
Threaded rod FIS A 1m
Drill hole diameter
Powerbond
do
Drill hole diameter
FIS EM
do
Max. useful length
FIS EM
tfix, max
Sales unit
ETA
[mm]
[mm]
[mm]
[pcs]
■
■
■
■
14
16
20
12
14
14
18
60
60
70
80
10
10
10
10
33
FIS EM + Threaded rods for cracked concrete
Chemical fixings
TECHNICAL DATA
Hexagonal nut and washer
Item
zinc plated,
steel grade
8.8
Art.-No.
gvz
Nut & washer M8
Nut & washer M10
Nut & washer M12
Nut & washer M16
510509
510510
510511
510512
Item to order only
stainless
steel
Width across nut
Washer (outer diameter x
thickness)
Art.-No.
A4
[mm]
[mm]
13
17
19
24
16 x 1,6
20 x 2
24 x 2,5
30 x 3
Fits
Sales unit
 SW
510513
510514
510515
510516
[pcs]
FIS A M 8
FIS A M 10
FIS A M 12
FIS A M 16
50
50
25
20
LOADS
Injection system FIS EM with threaded rod FIS A (grade 5.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 10/0012 has to be considered.
1
Type
FIS A M8
FIS A M10
FIS A M12
FIS A M16
FIS A M20
FIS A M24
FIS A M27
FIS A M30
1)
2)
3)
34
Minimum
effective
anchorage
depth
hef,min
Maximum
effective
anchorage
depth
hef,max
[mm]
[mm]
60
160
60
200
70
240
80
320
90
400
96
480
108
540
120
600
Cracked concrete
Minimum Installation Permissible Permissible
Min.
substrate
torque
tensile load shear load spacing
thickness
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
hmin
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
Nperm3)
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
5,0
9,0
6,3
13,8
8,8
20,5
10,2
37,6
12,2
58,6
13,4
84,3
16,0
109,5
18,8
133,8
5,1
5,1
8,6
8,6
12,0
12,0
22,3
22,3
29,3
34,9
32,2
50,9
38,5
65,7
45,1
80,6
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
3)
Min.
edge
distance
Vperm
smin2)
cmin2)
[kN]
[kN]
[mm]
[mm]
9,0
9,0
11,2
13,8
14,1
20,5
14,3
37,6
17,1
58,6
18,8
84,3
22,5
109,5
26,3
133,8
5,1
5,1
8,6
8,6
12,0
12,0
22,3
22,3
34,9
34,9
45,2
50,9
54,0
65,7
63,2
80,6
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +35°C (resp. short term up to 60°C) and best possible drillhole cleaning according approval.
FIS EM + Threaded rods for cracked concrete
LOADS
Type
FIS A M8 A4
FIS A M10 A4
FIS A M12 A4
FIS A M16 A4
FIS A M20 A4
FIS A M24 A4
FIS A M27 A4
FIS A M30 A4
1)
2)
3)
Minimum
effective
anchorage
depth
hef,min
Maximum
effective
anchorage
depth
hef,max
[mm]
[mm]
60
160
60
200
70
240
80
320
90
400
96
480
108
540
120
600
Cracked concrete
Minimum Installation Permissible Permissible
Min.
substrate
torque
tensile load shear load spacing
thickness
Non-cracked concrete
Min. edge Permissible Permissible Min.
distance tensile load shear load spacing
Min.
edge
distance
hmin
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
5,0
9,9
6,3
15,7
8,8
22,5
10,2
42,0
12,2
65,7
13,4
94,3
16,0
123,0
18,8
150,1
6,0
6,0
9,2
9,2
13,7
13,7
24,5
25,2
29,3
39,4
32,2
56,8
38,5
73,7
45,1
90,2
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
9,9
9,9
11,2
15,7
14,1
22,5
14,3
42,0
17,1
65,7
18,8
94,3
22,5
123,0
26,3
150,1
6,0
6,0
9,2
9,2
13,7
13,7
25,2
25,2
39,4
39,4
45,2
56,8
54,0
73,7
63,2
90,2
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
Chemical Fixings
Injection system FIS EM with threaded rod FIS A A4 (grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 10/0012 has to be considered.
1
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +35°C (resp. short term up to 60°C) and best possible drillhole cleaning according approval.
LOADS
Injection system FIS EM with threaded rod FIS A C (material 1.4529)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 10/0012 has to be considered.
Type
FIS A M8 C
FIS A M10 C
FIS A M12 C
FIS A M16 C
FIS A M20 C
FIS A M24 C
FIS A M27 C
FIS A M30 C
1)
2)
3)
Minimum
effective
anchorage
depth
hef,min
Maximum
effective
anchorage
depth
hef,max
[mm]
[mm]
60
160
60
200
70
240
80
320
90
400
96
480
108
540
120
600
Cracked concrete
Minimum Installation Permissible Permissible
Min.
substrate
torque tensile load shear load spacing
thickness
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
hmin
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
100
190
100
230
100
270
116
356
138
448
152
536
168
600
190
670
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
200,0
300,0
300,0
5,0
12,4
6,3
19,5
8,8
28,1
10,2
44,7
12,2
69,8
13,4
100,5
16,0
127,2
18,8
157,1
7,4
7,4
11,4
11,4
17,1
17,1
24,5
31,4
29,3
49,1
32,2
70,9
38,5
92,0
45,1
112,6
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
Min.
edge
distance
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
11,2
12,4
11,2
19,5
14,1
28,1
14,3
52,4
17,1
81,9
18,8
117,6
22,5
153,3
26,3
187,1
7,4
7,4
11,4
11,4
17,1
17,1
31,4
31,4
41,1
49,1
45,2
70,9
54,0
92,0
63,2
112,6
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
40
40
45
45
55
55
65
65
85
85
105
105
120
120
140
140
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +35°C (resp. short term up to 60°C) and best possible drillhole cleaning according approval.
35
FIS EM + Threaded rods for cracked concrete
Chemical fixings
LOADS
Injection system FIS EM with Rebars BSt 500 S
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 10/0012 has to be considered.
Type
Ø8
Ø 10
Ø 12
Ø 14
Ø 16
Ø 20
1
Ø 25
Ø 28
Ø 32
Ø 36
Ø 40
1)
2)
3)
36
Minimum
effective
anchorage
depth
hef,min
Maximum
effective
anchorage
depth
hef,max
[mm]
[mm]
60
160
60
200
70
240
75
280
80
320
90
400
100
500
112
560
128
640
144
720
160
800
Cracked concrete
Minimum Installation Permissible Permissible
Min.
substrate
torque
tensile
shear
spacing
thickness
load
load
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile
shear
spacing
load
distance
load
hmin
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
100
190
100
230
100
270
105
310
120
360
140
450
160
560
182
630
168
680
234
810
270
910
-
5,0
13,4
6,3
20,9
8,8
30,2
11,0
41,1
10,2
44,7
12,2
69,8
14,3
109,1
16,9
136,8
20,7
127,7
24,7
161,6
28,9
199,5
6,6
6,6
10,3
10,3
14,8
14,8
20,2
20,2
24,5
26,3
29,3
41,4
34,3
64,3
40,6
81,0
49,7
105,2
59,2
133,3
69,4
164,8
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
180
180
200
200
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
Min.
edge
distance
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[kN]
[kN]
[mm]
[mm]
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
180
180
200
200
11,2
14,3
11,2
22,4
14,1
32,1
15,6
43,4
14,3
56,6
17,1
88,3
20,0
137,8
23,8
173,0
29,0
226,0
34,6
285,7
40,6
352,6
6,6
6,6
10,3
10,3
14,8
14,8
20,2
20,2
26,3
26,3
41,1
41,4
48,1
64,3
57,0
81,0
69,6
105,2
83,1
133,3
97,3
164,8
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
180
180
200
200
40
40
45
45
55
55
60
60
65
65
85
85
110
110
130
130
160
160
180
180
200
200
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +35°C (resp. short term up to 60°C) and best possible drillhole cleaning according approval.
FIS EM + RG MI for cracked concrete
Safety barriers
Platform lifts
VERSIONS
APPROVALS
Chemical Fixings
The fixing system with internal threaded anchor for
cracked concrete
▪ zinc-plated steel
▪ stainless steel
1
BUILDING MATERIALS
Approved for:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
Also suitable for:
▪ Concrete C12/15
▪ Natural stone with dense structure
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ High bond strength is achieved when
the RG MI anchor is used with injection
resin FIS EM. The system achieves a
very high load capacity in both cracked
and non-cracked concrete, resulting in
safe applications.
▪ The internal threaded anchor RG MI
enables surface flush removal and
reuse of the fixing point, and therefore
offers a great flexibility of use.
▪ The internal metric thread can be used
with standard screws or threaded rods
to suit the intended use.
▪ Removable fixings
▪ Pipeline suspensions, cable trays and
underceilings
▪ Temporary fixings, e.g. for machines
▪ Scaffold anchoring
▪ The injection system, comprising of
the FIS EM injection resin and internal
threaded anchor RG MI, is suitable for
pre-positioned installation.
▪ The resin is extruded bubble free from
the drill hole base.
▪ The resin bonds the entire surface of
the internal threaded anchor to the drill
hole wall and seals the drill hole.
▪ The RG MI is set manually, by lightly
rotating it until it reaches the drill hole
base.
INSTALLATION
Blow out 4x using compressed air.
37
FIS EM + RG MI for cracked concrete
Chemical fixings
TECHNICAL DATA
Items to order only
zinc-plated stainless steel
steel
Approval
Internal threaded anchor RG MI
ETA
Item
RG 8 x 75 M 5 I
RG 10 x 75 M 6 I
RG 12 x 90 M8 I
RG 16 x 90 M10 I
RG 18 x 125 M12 I
RG 22 x 160 M16 I
RG 28 x 200 M20 I
Art.-No.
gvz
Art.-No.
A4
048221 1)
048222 1)
050552 1)
050553 1)
050562 1)
050563 1)
050564 1)
—
—
050565 1)
050566 1)
050567 1)
050568 1)
050569 1)
—
—
■
■
■
■
■
Drill hole
diameter
Min. bolt
penetration
Max. bolt
penetration
Fill quantity
Sales unit
do
lE,min
lE,max
[mm]
[mm]
[mm]
[scale units]
[pcs]
10
12
14
18
20
24
32
8
10
12
15
18
24
30
14
16
18
23
26
35
45
5
5
5
7
11
17
48
10
10
10
10
10
5
5
1) Setting tool is included in each package.
1
LOADS
Injection system FIS EM with internal threaded anchor RG MI (screw with grade 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254). For the design the complete approval ETA - 10/0012 has
to be considered.
Type
RG M 8 I
RG M 10 I
RG M 12 I
RG M 16 I
RG M 20 I
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
9,5
14,3
23,8
28,9
40,4
8,3
13,3
19,3
30,9
51,4
55
65
75
95
125
55
65
75
95
125
13,8
20,5
32,4
40,6
56,7
8,3
13,3
19,3
30,9
51,4
55
65
75
95
125
55
65
75
95
125
LOADS
Injection system FIS EM with internal threaded anchor RG MI A4 (screw grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254) For the design the complete approval ETA - 10/0012 has
to be considered.
Type
RG M 8 I A4
RG M 10 I A4
RG M 12 I A4
RG M 16 I A4
RG M 20 I A4
1)
2)
3)
38
Cracked concrete
Effective Minimum Installation Permissible Permissible
Min.
anchorage substrate
torque tensile load shear load spacing
depth
thickness
hef
hmin
Tinst
Nperm3)
Vperm3)
smin2)
Non-cracked concrete
Min.
Permissible Permissible
Min.
edge
tensile load shear load spacing
distance
cmin2)
Nperm3)
Vperm3)
smin2)
Min.
edge
distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
9,5
14,3
22,5
28,9
40,4
5,9
9,3
13,5
25,1
39,4
55
65
75
95
125
55
65
75
95
125
9,9
15,7
22,5
40,6
56,7
5,9
9,3
13,5
25,1
39,4
55
65
75
95
125
55
65
75
95
125
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +35°C (resp. short term up to 60°C) and best possible drillhole cleaning according approval.
Injection resin DISPENSER GUNS
DISPENSER GUNS
Dispenser FIS DM S-L
Dispenser FIS AM
Dispenser FIP Co-Axial
To order only
Item
Art.-No.
FIS DM S
511118
FIS DM S-L
510992
FIS AM
056052
FIP Co Axial
042741
FIP 700, FIP 380 C, FIS VT 380 C
1
KP M2
053117
FIS V 150 C, FIP 300 SF, FIS VS 300 T, FIP 150 SF
1
Dispenser KP M2
Adapted for
Sales unit
[pcs]
FIS SB 390 S, FIS PB 360 S, FIS V 360 S, FIS HB 345 S, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S,FIS P
360 S, FIS P 300 T and 1K-cartridges
FIS EM 585 S
FIS V 360 S, FIS HB 345 S, FIS HB 150 C,FIS VT 300 T, FIS VS 150 C, FIS VW 360 S,
FIS P 300 T and 1K-cartridges
1
1
Chemical Fixings
Dispenser FIS DM S
1
APPROVALS
1
Dispenser
FIS DC S
To order only
Item
Dispenser
FIS DP S-L
Dispenser
FIS AP
Adapted for
Dispenser
FIS AJ
Dispenser
FIS DPS/XL
Performance data
Art.-No.
Sales unit
[pcs]
FIS DC S
FIS HB 345 S, FIS SB 390 S, FIS PB 360 S,
513423 FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150
C and Silicone cartridges
Charger DCC 4000
507791
Battery pack DC
507792
FIS AP
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB
058027 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150
C, FIS VW 360 S, FIS P 300 T, and 1K-cartridge
FIS DP S-L
511125
FIS EM 585 S
FIS AJ
016251
FIS V 950 S
FIS DPS/XL
512401
1500ml Shuttle cartridges i.e. FIS EM 1500
Use with charger DCC 4000 / battery pack DC
1
-
Charger 12 V // 230 V Euro plug
1
-
Battery pack 12 V // 2,0 Ah // Ni-MH
1
Recommended pressure 6 bar
Air compression Max. 40I/min
1
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
1
1
1
39
R Resin anchor with threaded rod RGM
Chemical fixings
Bonded anchor for non-cracked concrete
High-bay warehouses
Collision protection
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
▪ high corrosion resistant steel
BUILDING MATERIALS
1
Approved for:
▪ Concrete C20/25 to C50/60, noncracked
Also suitable for:
▪ Concrete C12/15, non-cracked
▪ Natural stone with dense structure
ADVANTAGES
40
APPLICATIONS
▪ The measured resin quantity in each
capsule offers economical use for both
individual and overhead installations.
▪ The choice between standard and
intensive cleaning allows for individual
choices to achieve fast installation or to
obtain the maximum load level.
▪ The wide range of approved steel types
ensbles use in all corrosion resistance
classes and offers the best possible
application safety.
▪ The extensive range of RG M from
M8-M30 opens up a wide range of
applications and offers great flexibility.
▪ The larger anchorage depths of the
RG M E variants permit even greater
load levels so less fixing points are
required.
▪ Steelwork constructions
▪ Timber constructions
▪ Guard rails
▪ Staircases
▪ Column bases
▪ Machines
▪ Masts
Ideal for:
▪ Overhead installations
▪ Water-filled drill holes
INSTALLATIONS
Premium cleaning option shown
FUNCTIONING
▪ The resin anchor R is suitable for prepositioned installation when combined
with the threaded rod RG M.
▪ The 2-component resin capsule R M
contains quick-setting styrene-free vinyl
ester resin and hardener.
▪ The threaded rod RG M is set using a
hammer drill and the accompanying
setting tool in rotating and hammering
motions.
▪ During installation, the chisel edge of
the RG M destroys the capsule, mixes
and activates the resin.
▪ The resin bonds the entire surface of
the threaded rod with the drill hole wall
and seals the drill hole.
R Resin anchor with threaded rod RGM
TECHNICAL DATA
Chemical Fixings
Items to order onl
Item
Art.-No.
Approval
Resin capsule R M
Drill hole diameter
Min. drill hole depth
Effect. anchoring depth
do
h1
hef
ETA
[mm]
[mm]
[mm]
Fits
Sales unit
[pcs]
RM8
050270 1) ■
10
80
80
12
90
90
R M 10
050271 1) ■
■
14
110
110
R M 12
050272
■
14
150
150
R M 12 E
048501
■
16
120
120
R M 14
050278
■
18
125
125
R M 16
050273
■
18
190
190
R M 16 E
079838
■
25
170
170
R M 20
050274
■
25
240
240
R M 20 E
079840
—
30
190
190
R M 22
512763
■
28
210
210
R M 24
050275
■
28
290
290
R M 24 E
079842
■
32
250
250
R M 27
079843
■
35
280
280
R M 30
050276
1) No ETA-approval in combination with internal-threaded anchor RG MI. E - Extended anchoring depth
RG M 8
RG M 10
RG M 12
RG M 12 E
RG M 14
RG M 16
RG M 16 E
RG M 20
RG M 20 E
RG M 22
RG M 24
RG M 24 E
RG M 27
RG M 30
10
10
10
10
10
10
10
10
5
5
5
5
5
5
1
CURING TIME
Temperature at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – +10°C
+10°C – +20°C
≧ +20°C
240 min.
45 min.
20 min.
10 min.
Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled.
TECHNICAL DATA
zinc-plated
steel
zinc-plated
steel
stainless
steel
Items to order only
Item
RG M 8 x 110
RG M 8 x 150
RG M 8 x 250
RG M 10 x 130
RG M 10 x 165
RG M 10 x 190
RG M 10 x 220
RG M 10 x 250
RG M 10 x 300
RG M 10 x 350
Art.-No.
gvz
050256
095698
095699
050257
050280
050281
095703
—
095718 1)
Art.-No.
8.8
519443
519444
Art.-No.
A4
050263
050293
095700
050264
050294
050296
512246 1)
095709 1)
Steel
highly
corrosion
resistant
1.4529
Art.-No.
96316
96217
Approval
Threaded rod RG M
Drill hole
diameter
Effect. Max. fixture Hexagon
anchoring thickness
drive
depth
Hexagon
nut
do
hef
t fix
6kt SW
 SW
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
■
10
10
10
12
12
12
12
12
12
12
80
80
80
90
90
90
90
90
90
90
13
60
160
20
57
82
110
150
200
250
5
13
5
7
7
7
7
7
—
—
13
17
17
17
17
17
17
17
■
■
■
■
■
■
■
Fits
capsules
Sales
unit
[pcs]
50270 RM 8
50270 RM 8
50270 RM 8
50270 RM 8
50271 RM 10
50271 RM 10
50271 RM 10
50271 RM 10
50271 RM 10
50271 RM 10
10
10
10
10
10
10
10
10
10
10
1) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - extended anchoring depth
Continued
41
1
zinc-plated zinc-plated
steel
steel
Items to order only
Art.-No.
gvz
Item
RG M 12 x 160
RG M 12 x 180
RG M 12 x 200 E
RG M 12 x 220
RG M 12 x 230 E
RG M 12 x 250
RG M 12 x 290 E
RG M 12 x 300
RG M 12 x 380
RG M 12 x 600
RG M 14 x 170
RG M 16 x 165
RG M 16 x 190
RG M 16 x 235 E
RG M 16 x 250
RG M 16 x 270
RG M 16 x 275 E
RG M 16 x 300
RG M 16 x 380
RG M 16 x 500
RG M 20 x 220
RG M 20 x 260
RG M 20 x 295
RG M 20 x 330 E
RG M 20 x 350
RG M 20 x 500
RG M 22 x 280
RG M 22 x 290
RG M 24 x 300
RG M 24 x 380 E
RG M 24 x 400
RG M 24 x 600
RG M 27 x 340
RG M 30 x 380
RG M 30 x 500
050258
512248
050572
050283
050574
050284
050575
050285
095720
—
050286
050287
050259
090716
050288
—
090717
050289
095722
095723
512251
050260
—
090718
095707
095725
512252
—
050261
090719
095727
095728
090720
050262
095730
Art.-No.
8.8
1)
519446
1)
1)
519447
3)
3)
519448
3)
3)
3)
Steel
highly corrosion
resistant
1.4529
Art.-No.
ETA
Art.-No.
A4
519445
3)
3)
3)
stainles
steel
Approval
Chemical fixings
R Resin anchor with threaded rod RGM
050265
512249
050576
050297
050577
095702
050578
095705
095710
095711
—
095704
050266
090721
050298
—
090722
050299
095712
095713
—
050267
—
090723
095706
—
—
—
050268
090724
095715
—
090725
090726
—
96218
2)
2)
2)
1)
1)
16219
■
■
■
■
■
■
■
■
■
■
—
■
■
■
■
■
■
■
■
■
■
■
■
■
■
—
—
■
■
■
■
■
■
■
1)
1)
3)
3)
3)
3)
3)
Drill hole
Effect. Max. fixture Hexagon Hexagon
diameter anchoring thickness
drive
nut
depth
do
hef
t fix
6kt SW
 SW
[mm]
[mm]
[mm]
[mm]
[mm]
14
14
14
14
14
14
14
14
14
14
16
18
18
18
18
18
18
18
18
18
25
25
25
25
25
25
30
30
28
28
28
28
32
35
35
110
110
150
110
150
110
150
110
110
110
120
125
125
190
125
125
190
125
125
125
170
170
170
240
170
170
190
190
210
290
210
210
250
280
280
25
50
30
86
60
120
120
170
255
475
38
13
35
20
95
115
60
148
235
355
25
65
84
60
155
305
65
80
65
60
165
365
60
65
185
8
8
8
8
8
8
8
—
—
—
10
12
12
12
12
12
12
—
—
12
12
12
12
12
—
—
—
—
—
—
—
—
—
—
19
19
19
19
19
19
19
19
19
19
22
24
24
24
24
24
24
24
24
30
30
30
30
30
30
32
32
36
36
36
36
41
46
46
Fits
capsules
Sales
unit
[pcs]
50272 RM 12
50272 RM 12
48501 RM 12 E
50272 RM12
48501 RM 12 E
50272 RM 12
48501 RM 12 E
50272 RM 12
50272 RM 12
50272 RM 12
50278 RM 14
50273 RM 16
50273 RM 16
79838 RM 16 E
50273 RM 16
50273 RM16
79838 RM 16 E
50273 RM 16
50273 RM 16
50273 RM 16
50274 RM 20
50274 RM 20
50274 RM 20
79840 RM 20 E
50274 RM 20
50274 RM 20
512763 RM 22
512763 RM 22
50275 RM 24
79842 RM 24 E
50275 RM 24
50275 RM 24
79843 RM 27
50276 RM 30
50276 RM 30
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
5
5
10
5
10
5
5
5
5
1) Straight cut, setting tool is enclosed. 2) Delivery time on request. 3) Straight cut, additional setting tool required. E - Extended anchoring depth
TECHNICAL DATA
Items to order only
Item
RG M 8 x 110
RG M 10 x 130
RG M 12 x 160
RG M 16 x 190
1) Delivery time on request.
42
highly
corrosion
resistant
steel
hot-dip
galvanised
steel
Art.-No.
C
Art.-No.
fvz
Approval
Threaded rod RG M
Drill hole
diameter
Hexagon
drive
Hexagon nut
6kt SW
 SW
ETA
[mm]
[mm]
[mm]
[mm]
[mm]
■
■
■
■
10
12
14
18
80
90
110
125
13
20
25
35
5
7
8
12
13
17
19
24
do
096316 1)
—
—
096217 1)
096218 1) 512247
096219 1) 512250
Effect.
Max. fixture
anchoring thickness
depth
hef
t fix
Fits capsules
Sales unit
[pcs]
50270 RM 8
50271 RM 10
50272 RM 12
50273 RM 16
10
10
10
10
R Resin anchor with threaded rod RGM
LOADS
Type
RG M 8
RG M 10
RG M 12
RG M 12E
RG M 16
RG M 16E
RG M 20
RG M 20E
RG M 24
RG M 24E
RG M 27
RG M 30
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Effective
anchorage depth
hef
Minimum
substrate thickness
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
80
90
110
150
125
190
170
240
210
290
250
280
110
120
150
200
160
250
220
300
280
380
330
370
10,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
300,0
8,8
12,3
19,8
21,1
28,4
39,3
45,8
60,9
64,1
87,7
85,8
100,5
4,2
7,6
11,0
11,0
20,5
20,5
32,0
32,0
46,1
46,1
60,1
73,3
40
45
55
75
65
95
85
120
105
145
125
140
40
45
55
75
65
95
85
120
105
145
125
140
Chemical Fixings
Resin anchor R with threaded rod RG M (grade 5.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0010 has to be considered.
Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!
Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.
1
LOADS
Resin anchor R with threaded rod RG M A4 (grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0010 has to be considered.
Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!
Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.
Type
RG M 8 A4
RG M 10 A4
RG M 12 A4
RG M 12E A4
RG M 16 A4
RG M 16E A4
RG M 20 A4
RG M 20E A4
RG M 24 A4
RG M 24E A4
RG M 27 A4
RG M 30 A4
1)
2)
3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Effective
anchorage depth
hef
Minimum
substrate thickness
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
80
90
110
150
125
190
170
240
210
290
250
280
110
120
150
200
160
250
220
300
280
380
330
370
10,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
300,0
8,8
12,3
19,8
22,5
28,4
42,0
45,8
64,6
64,1
88,5
85,8
100,5
5,9
9,3
13,5
13,5
25,1
25,1
39,2
39,2
56,5
56,5
73,6
89,8
40
45
55
75
65
95
85
120
105
145
125
140
40
45
55
75
65
95
85
120
105
145
125
140
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
4)
6)
Min.
edge distance
cmin2)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
43
R Resin anchor with threaded rod RGM
Chemical fixings
LOADS
Resin anchor R with threaded rod RG M C (material 1.4529)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0010 has to be considered.
Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!
Reduced loads apply for standard cleaning methods - please refer to ETA or compufix Software.
Type
Effective
Minimum
anchorage depth substrate thickness
hef
hmin
RG M 8 C
RG M 10 C
RG M 12 C
RG M 12E C
RG M 16 C
RG M 16E C
RG M 20 C
RG M 20E C
RG M 24 C
RG M 24E C
RG M 27 C
RG M 30 C
1
1)
2)
3)
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
80
90
110
150
125
190
170
240
210
290
250
280
110
120
150
200
160
250
220
300
280
380
330
370
10,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
200,0
300,0
8,8
12,3
19,8
26,9
28,4
43,2
45,8
64,6
64,1
88,5
85,8
100,5
7,3
11,6
16,9
16,9
31,3
31,3
49,0
49,0
70,5
70,5
91,9
112,1
40
45
55
75
65
95
85
120
105
145
125
140
40
45
55
75
65
95
85
120
105
145
125
140
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
4)
6)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
DRILL HOLE CLEANING ACCESSORIES
BS Cleaning brush for concrete
ABG Blow-out hole cleaning pump
Items to order only
Item
BS ø 10
BS ø 12
BS ø 14
BS ø 16/18
BS ø 25
BS ø 28
BS ø 35
ABG hole cleaner
Art.-No.
Brush diameter [mm]
thread
Sales units [mm]
078178
078179
078180
078181
097806
078183
078184
089300
11
13
16
20
27
30
40
-
M8
M 10
M 12
M14, M16
M 20
M 24
M22, M27, M30
-
1
1
1
1
1
1
1
1
ACCESSORIES
Machine setting tool RA-SDS
Adapter SDS plus 1/2“ VK
Adapter SDS max 1/2“ VK
Adapter SK SW 8 1/2“ VK
Adapter SDS max 3/4“ VK
Items to order only
Item
RA-SDS
SK SW 8 1/2
SDS plus 1/2
SDS max 1/2
SDS max 3/4
44
fits
Art.-No.
062420
001536
001537
001538
001539
Adapter suitable for set screw
Adapter suitable for threaded rods M8 - M22
Adapter suitable for threaded rods M8 - M16
Adapter suitable for threaded rods M16 - M20
Adapter suitable for threaded rods M20 - M30
Sales unit
[pcs]
1
1
1
1
1
R Resin anchor with threaded rod RGM
SETTING TOOLS
For simple installation of bonded anchors for example Resin anchor R, Highbond anchor FHB II
←
+
←
RA-SDS
included with each package
Chemical Fixings
Setting tool with SDS adapter
Adapter for installing anchor rods
Threaded rods without external hex-drive (special lengths).
+
+
←
+
Important: use counter nut!
+
SDS max 1/2“ VK
1
SDS max 3/4“ VK
SDS plus 1/2“ VK
SK SW 8 1/2“ VK
45
Chemical fixings
R resin anchor with RG MI
The proven bonded anchor with internal thread for non-cracked
concrete
Stadium seating
Barriers
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
Approved for:
▪ Concrete C20/25 to C50/60
non-cracked
Also suitable for:
▪ Concrete C12/15, non-cracked
▪ Natural stone with dense structure
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The internal threaded anchor RG MI
allows for the surface flush removal and
reuse of the fixing point. It therefore
offers great flexibility.
▪ The metric internal thread allows for
the use of standard metric screws or
threaded rods for the ideal adaptation
to suit the intended use.
▪ The pre-portioned resin capsule is
economical for individual applications.
▪ The glass particles of the capsule body
rough up the drill hole wall during
the setting process. This minimises
the amount of cleaning required and
allows for installation under extreme
conditions, for example in water-filled
drill holes.
▪ Removable fixings
▪ Temporary fixings, e.g. for machines
▪ Scaffold anchoring
▪ The resin anchor R is for pre-positioned
installation when combined with the
internal threaded anchor RG MI.
▪ The 2-component resin capsule R M
▪ contains quick-setting styrene-free
vinyl ester resin and hardener.
▪ The internal threaded anchor RG MI
is set using a hammer drill and the
accompanying setting tool in rotating
and hammering motions.
▪ During setting, the chisel edge of the
internal threaded anchor destroys the
capsule, and mixes and activates the
resin.
▪ The resin bonds the entire surface of
the internal threaded anchor with the
drill hole wall and seals the drill hole.
INSTALLATION
46
Premium cleaning option shown
R resin anchor with RG MI
TECHNICAL DATA
Approval
Drill hole
diameter
do
Art.-No.
ETA
[mm]
[mm]
[mm]
050278
079838
050274
■
■
■
16
18
25
90
125/160
200
90
125/160
200
Item to order only
Item
R M 14
R M 16 E
R M 20
Min. drill hole
depth
h1
Effect. anchoring
depth
hef
Fits internal-threaded anchor
Sales unit
[pcs]
RG M10 I
RG M12 I, RG M16 I
RG M20 I
10
10
10
Chemical Fixings
Resin capsule R M
CURING TIME
Temperature at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – +10°C
+10°C – +20°C
≧ +20°C
240 min.
45 min.
20 min.
10 min.
1
Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled.
TECHNICAL DATA
Items to order only
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
A4
048221 1)
048222 1)
050552 1)
050553 1)
050562 1)
050563 1)
050564 1)
—
—
050565 1)
050566 1)
050567 1)
050568 1)
050569 1)
Approval
Internal threaded anchor RG MI
ETA
Item
RG 8 x 75 M 5 I
RG 10 x 75 M 6 I
RG 12 x 90 M8 I
RG 16 x 90 M10 I
RG 18 x 125 M12 I
RG 22 x 160 M16 I
RG 28 x 200 M20 I
—
—
■
■
■
■
■
Drill hole
diameter
Effective
anchorage depth
Min. bolt
penetration
Max. bolt
penetration
do
lE,min
lE,max
[mm]
[mm]
[mm]
[scale units]
10
12
14
18
20
24
32
8
10
12
15
18
24
30
14
16
18
23
26
35
45
5
5
5
7
11
17
48
Fits
capsules
Sales unit
[pcs]
50270 RM 8
50271 RM 10
50272 RM 12
50278 RM 14
79838 RM 16 E
79838 RM 16 E
50274 RM 20
10
10
10
10
10
5
5
1) Setting tool is included in each package.
47
R Resin anchor with RG MI
Chemical fixings
LOADS
Resin anchor R with internal threaded anchor RG MI (screw with grade 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254).
For the design the complete approval ETA - 08/0010 has to be considered.
Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!
Type
Non-cracked concrete
Permissible
Min.
shear load
spacing
Effective
anchorage
depth
hef
Minimum
substrate
thickness
hmin
Installation
torque
Permissible
tensile load
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
120
170
220
270
10,0
20,0
40,0
60,0
120,0
13,8
16,7
23,8
35,7
54,8
8,2
13,0
18,9
35,1
54,9
45
45
60
80
100
45
45
60
80
100
RG M 8 I
RG M 10 I
RG M 12 I
RG M 16 I
RG M 20 I
Min.
edge distance
LOADS
1
Resin anchor R with internal threaded anchor RG MI A4 (screw with grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254).
For the design the complete approval ETA - 08/0010 has to be considered.
Note: Loads quoted are for use with the BS Metal brushes - Premium cleaning method only!
Type
Minimum
substrate
thickness
hmin
Installation
torque
Permissible
tensile load
Tinst
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
120
170
220
270
10,0
20,0
40,0
60,0
120,0
9,9
15,7
22,5
35,7
54,8
5,9
9,3
13,5
25,1
39,2
45
45
60
80
100
45
45
60
80
100
RG M 8 I A4
RG M 10 I A4
RG M 12 I A4
RG M 16 I A4
RG M 20 I A4
1)
2)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Effective
anchorage
depth
hef
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
4)
6)
Min.
edge distance
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
ACCESSORIES
BS Cleaning brush for concrete
ABP Compressed air cleaning gun
ABG Blow-out hole cleaning pump
Items to order only
Item
48
Art.-No.
Brush diameter [mm]
BS ø 10
BS ø 12
BS ø 14
BS ø 16/18
BS ø 20
BS ø 24
BS ø 35
ABP compressed air gun
078178
078179
078180
078181
052277
078182
078184
059456
11
13
16
20
22
26
40
-
ABG hole cleaner
089300
thread
Sales units [mm]
RG M5 I / M 8
RG M6 I / M 10
RG M 8 I / M 12
RG M 10 I / M14, M16
RGM 12 I / M 20
RG M 16 I / M 24
RGF M 20 I / M22, M27, M30
for RG MI 8 - 30
1
1
1
1
1
1
1
-
1
1
FIS V injection resin system
1.
2.
3.
The FIS V system includes these
different types of resin:
1. FIS V 360 S injection resin (Standard)
2. FIS VW 360 S injection resin (Winter)
3. FIS VS 150 C injection resin (Summer)
Rescue ladders
Silos
BUILDING MATERIALS
APPROVALS
Approved for anchorings in:
▪ Concrete C20/25 to C50/60,
▪ non-cracked
▪ Hollow blocks made from lightweight
concrete
▪ Hollow blocks made from concrete
▪ Vertically perforated brick
▪ Perforated sand-lime brick
▪ Solid sand-lime brick
▪ Aerated concrete
▪ Solid brick
Approved for rebar connections in:
▪ Concrete C12/15 to C50/60
Also suitable for:
▪ Concrete C12/15
Chemical Fixings
The universal hybrid vinylester injection resin for anchoring
in non-cracked concrete and masonry
1
ADVANTAGES -FISV
▪ The FIS V System, including FIS VW
& FIS VS, has a number of system
approvals, for non-cracked concrete,
masonry and for rebar connections
(excludes FIS VW). FIS V is a universal
injection resin with guaranteed safety
for almost every application.
▪ The cement in the vinylester resin
generates the highest temperature
resistance up to +120 °C. This means
it can be used in a wide range of
temperatures and works reliably even
when subjected to increased demands.
▪ The extensive range of accessories is
ideally suited for injection resin FIS V
which increases the flexibility of the
system and allows for a wide range of
applications.
ADVANTAGES - FIS VW
▪ The FIS VW has a significantly
shorter curing time than FIS V, thus
ensuring rapid progress even at low
temperatures.
▪ The special formulation allows for use
in base material temperatures of -15°C
to +20°C, thus increasing application
flexibility.
APPLICATIONS
Injection resin for use with:
▪ Threaded rods FIS A,
▪ Internal threaded anchor RG MI
▪ Rebar anchor FRA
▪ Concrete steel Bars
▪ Injection anchor sleeves FIS H
▪ Aerated concrete centring sleeve PBZ,
▪ Remedial wall tie VBS 8
ETA for rebar & ICC-ES approvals for FIS V only
ADVANTAGES - FIS VS
▪ The FIS VS with an extended open
time prevents the premature setting of
the resin during summer temperatures,
and is ideally suited to large drill hole
depths.
▪ The FIS VS 300 T can be used with
stable, standard silicone dispensers.
No special equipment is required.
FUNCTIONING
▪ The FIS V system is a 2-component
injection resin based on a vinylester
hybrid.
▪ Resin and hardener are stored in two
separate chambers and are not mixed
and activated until extruded through
the static mixer.
▪ The injection cartridges are quick and
easy to use with fischer dispensers.
▪ Partially used cartridges can be reused,
simply by changing the static mixer.
49
FIS V injection resin system
Injection resin FIS V 360 S
Injection resin FIS V 950 S
Static mixer FIS S
Approval
Chemical fixings
TECHNICAL DATA
Item to order only
Item
Art.-No.
Languages on the cartridge
Contents
GB, I, P, E, PRC, JP
1 cartridge 360 ml, 2 x static mixer FIS S
1 cartridge 950 ml, 1 x static mixer big,
1 x static mixer FIS S
10 static mixer
DIBt ETA
▯
■
Sales unit
[pcs]
FIS V 360 S
094405
FIS V 950 S
017101
▯
■
D, GB, F, NL, I, E, P, JP, PRC
FIS S
061223
—
—
—
6
6
10
CURING TIME - FIS V
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
24 hrs.
3 hrs.
90 min.
60 min.
45 min.
35 min.
(resin)
1
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
9 min.
5 min.
4 min.
2 min.
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
TECHNICAL DATA - FIS VW
Approval
Injection resin FIS VW 360 S
Item to order only
Item
Art.-No.
FIS VW 360 S
FIS S
090753
061223
Languages on the cartridge
Contents
D, GB, F, I, NL, E
—
1 cartridge 360 ml, 2 x static mixer FIS S
10 static mixer
DIBt ETA
▯
■
—
—
Sales unit
[pcs]
CURING TIME
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
‒15°C – ‒10°C 1)
‒10°C – ‒ 5°C 1)
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +10°C
+10°C – +20°C
12 hrs.
8 hrs.
3 hrs.
90 min.
45 min.
30 min.
(resin)
- 5°C – ± 0°C 1)
0°C – + 5°C
+ 5°C – +10°C
+10°C – +20°C
5 Min.
5 Min.
3 Min.
1 Min.
1)
Without approval.
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
50
6
10
FIS V injection resin system
TECHNICAL DATA
Power-Injection FIS VS 100 P
Injection resin FIS VS 300 T
Static Mixer FIS S
Approval
Resin nozzle FIS Extension
Item to order only
Item
Art.-No.
FIS VS 150 C
FIS VS 100 P
FIS VS 300 T
FIS S
FIS Extension nozzle
045302
072525
093180
061223
048983
Languages on the cartridge
Contents
D, GB, F, I, NL, E
D, GB, F, I, NL, E
D, GB, F, I, NL, E, P
—
—
1 cartridge 145 ml, 2 x static mixer
1 cartridge 100 ml, 2 x static mixer FIS S
1 cartridge 300 ml, 2 x static mixer FIS S
static mixer
Extension nozzle
DIBt ETA
▯
■
▯
■
▯
■
—
—
—
—
Sales unit
[pcs]
6
6
12
10
10
Chemical Fixings
Injection resin FIS VS 150 C
CURING TIME - FIS VS
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
± 0°C – + 5°C
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
6 hrs.
3 hrs.
2 hrs.
60 min.
30 min.
1
(resin)
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
20 min.
10 min.
6 min.
4 min.
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be
replaced
DISPENSER GUNS
Dispenser FIS DM S
To order only
Item
Dispenser FIS AM
Adapted for
Dispenser FIS DM S-L
Performance data
Sales unit
[pcs]
—
1
—
1
-
1
Art.-No.
FIS DM S
511118
FIS AM
056052
FIS DM S-L
510992
FIS SB 390 S, FIS PB 360 S, FIS V 360 S,
FIS HB 345 S, FIS EM 390 S, FIS VS 150 C,
FIS VW 360 S,FIS P 360 S, FIS P 300 T and
1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS HB 150 C,
FIS VT 300 T, FIS VS 150 C, FIS VW 360 S,
FIS P 300 T and 1K-cartridges
FIS EM 585 S
For the full range of Dispenser Guns please refer to page 39
51
FIS V injection resin system
Chemical fixings
DISPENSER GUNS
1
Dispenser
FIS DC S
Dispenser
FIS DP S-L
Dispenser
FIS AP
To order only
Adapted for
Item
Dispenser
FIS AJ
Dispenser
FIS DPS/XL
Performance data
Sales unit
Art.-No.
[pcs]
FIS DC S
FIS HB 345 S, FIS SB 390 S, FIS PB 360 S,
513423 FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150
C and Silicone cartridges
Charger DCC 4000
507791
Battery pack DC
507792
FIS AP
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB
058027 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150
C, FIS VW 360 S, FIS P 300 T, and 1K-cartridge
FIS DP S-L
511125
FIS EM 585 S
FIS AJ
016251
FIS V 950 S
FIS DPS/XL
512401
1500ml Shuttle cartridges i.e. FIS EM 1500
Use with charger DCC 4000 / battery pack DC
1
-
Charger 12 V // 230 V Euro plug
1
-
Battery pack 12 V // 2,0 Ah // Ni-MH
1
Recommeneded pressure 6 bar
Air compression Max. 40I/min
1
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
1
1
1
DRILL HOLE CLEANING ACCESSORIES
Cleaning brush BS
for concrete/masonry
BS for installation in accordance to the European Technical Approval
Items to order only
Item
Art.-No.
BS ø 8
BS ø 10
BS ø 12
BS ø 14
BS ø 16/18
BS ø 20
BS ø 24
BS ø 25
BS ø 28
BS ø 35
Brush set Ø14/20 mm
Brush set Ø20/30 mm
078177
078178
078179
078180
078181
052277
078182
097806
078183
078184
048980
048981
Brush set for masonry
(outside of ETA approval)
Brush diameter
[mm]
For drill diameter
[mm]
9
11
13
16
20
22
26
27
30
40
-
Sales unit
[pcs]
8
10
12
14
16/18
20
24
25
28
30/32/35
8 - 16
16 - 30
1
1
1
1
1
1
1
1
1
1
1
1
SITE BOXES
▪ Please note, for installation in accordance to
European Technical Approval please purchase
BS Metal Brushes for applications from page 48
Resin accessory box FIS V
52
Resin accessory box FIS EM
Item
Art.-No.
Contents
Sales unit [pcs]
FIS V site box
42740
1 x toolbox, 1 x FIS brush set, 1 x ABK blow out pump, 1 x FIS AM applicator gun, 5 x static
mixers
1
FIS EM site box 360ml
42738
1 x toolbox, 1 x FIS brush set, 1 x ABK blow out pump, 1 x FIS DM S gun, 5 x static mixers
1
FIS VT Injection resin
Chemical Fixings
The vinylester injection resin for anchoring
in non-cracked concrete
High-bay warehouses
Air conditioning units
BUILDING MATERIALS
APPROVALS
Approved for:
▪ Concrete C20/25 to C50/60, noncracked
Also suitable for:
▪ Concrete C12/15
▪ Vertically perforated brick
▪ Perforated sand-lime brick
▪ Solid sand-lime brick
▪ Solid brick
ADVANTAGES
APPLICATIONS
▪ The FIS VT is approved for use in
non-cracked concrete, and achieves
a high load-bearing capacity in these
conditions.
▪ FIS VT also has an approval for
masonry applications.
▪ The injection resin, based on vinyl ester
resin, allows for anchorings in waterfilled drill holes, thus allowing for fast
installation.
▪ The temperature resistance of the
FIS VT injection resin of -40°C to +120
°C allows for a solid load level even
when subjected to high temperature
demands, thus providing great
flexibility.
1
FUNCTIONING
Injection resin for use in non-cracked
concrete with:
▪ Threaded rods FIS A and RG M
▪ Internal threaded anchor RG MI
▪ The FIS VT is a 2-component injection
resin based on vinylester.
▪ Resin and hardener are stored in two
separate chambers and are not mixed
and activated until extrusion through
the static mixer.
▪ The 380ml coaxial cartridge is used
with the fischer FIS AC dispenser.
▪ Partially used cartridges can be reused,
simply by changing the static mixer.
TECHNICAL DATA
Injection resin FIS VT 300 T
Item to Order only
Item
FIS VT 380 C
FIS VT 300 T
FIS S
Approval
Injection resin FIS VT 380 C
Languages on the cartridge
Contents
■
■
—
GB, I, P, E, PL, CZ, JP
D, GB, HR, SLO, SRB, BG
—
1 cartridge 380 ml, 2 x static mixer FIS S
1 cartridge 300 ml, 2 x static mixer FIS S
10 static mixer
Art.-No.
059118
512933
061223
Sales unit
[pcs]
12
12
10
53
FIS VT Injection resin
Chemical fixings
CURING TIME
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
24 hrs.
3 hrs.
90 min.
60 min.
45 min.
35 min.
(resin)
+ 5°C – +10°C
+10°C – +20°C
+20°C – +30°C
+30°C – +40°C
9 Min.
5 Min.
4 Min.
2 Min.
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
DISPENSER GUNS
Dispenser KP M2
Dispenser FIP Co-Axial
1
To order only
Item
Suitable for
Sales unit
[pcs]
FIS VT 380 C / FIP 700 / FIP 380 C
FIS VS 300 T / FIS V 150 C / FIP 300 SF / FIP 150 SF
1
1
Art.-No.
FIP Co-Axial Gun
42741
KP M2
53117
For the full range of Dispenser Guns please refer to page 39
DRILL HOLE CLEANING ACCESSORIES
Cleaning brush BS for concrete
Items to order only
Item
BS ø 8
BS ø 10
BS ø 12
BS ø 14
BS ø 16/18
BS ø 20
BS ø 24
BS ø 25
BS ø 28
BS ø 35
Brush set Ø14/20 mm
Brush set Ø20/30 mm
Brush diameter
[mm]
Art.-No.
078177
078178
078179
078180
078181
052277
078182
097806
078183
078184
048980
048981
9
11
13
16
20
22
26
27
30
40
-
Brush set for masonry
For drill diameter
[mm]
8
10
12
14
16/18
20
24
25
28
30/32/35
8 - 16
16 - 30
Sales unit
[pcs]
1
1
1
1
1
1
1
1
1
1
1
1
DRILL HOLE CLEANING ACCESSORIES
Compressed-air cleaning gun
Blow-out pump ABG
Item to order only
Item
Compressed-air cleaning gun ABP
ABG
54
Fits
Art.-No.
059456
089300
Sales unit
[pcs]
FIS A M 16 - M 30
-
1
1
Resin studs for non-cracked concrete
Bridges for traffic signs
Steel constructions
VERSIONS
APPROVALS
Chemical Fixings
The fixing system for anchorings in non-cracked concrete
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
FIS A
threaded rod
RG M
threaded rod
1
Approved for:
▪ Concrete C20/25 to C50/60,
non-cracked
Also suitable for:
▪ Concrete C12/15, non-cracked
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ This system comprises of threaded
rods FIS A or RG stud and one of the
injection resins FIS V, FIS VS, FIS VW or
FIS VT for non-cracked concrete. These
resins can be individually selected
based on requirements, thus allowing
for a wide range of applications.
▪ Variable anchorage depths provide a
flexible solution to meet a wide range
of required loads and ensures the most
effective use of installation time and
use of materials.
▪ Push-through installation is possible
without any special parts by filling the
annular gap with resin.
▪
▪
▪
▪
▪
▪
▪
▪
▪ The system can be used with any of the
following injection resins: FIS V, FIS VS,
FIS VW and FIS VT.
▪ The injection system is suitable for
pre-positioned
and
push-through
installation when combined with
threaded rod FIS A.
▪ The resin is extruded completely mixed
into the bottom of the drill hole. The
resin bonds the entire surface of the
threaded rod with the drill hole wall
and seals the drill hole.
▪ The threaded rod is set manually, by
lightly rotating it until it reaches the
bottom of the drill hole.
PRE-POSITIONED INSTALLATION
4x
4x
Steelwork constructions
Timber constructions
Guard rails
Façades
Staircases
Steel consoles
Machines
Masts
Step 2, Compressed air
cleaning for dill holes
>18mm or deeper
than 12 x the diameter
4x
PUSH THROUGH INSTALLATION
4x
4x
4x
55
Resin studs for non-cracked concrete
Chemical fixings
TECHNICAL DATA
Drill hole
diameter
Effect. anchoring
depth FIS V
Fill quantity for
effect. anchoring
depth FIS VT
Sales unit
hef, min
Max. fixture
thickness
FIS VT
tfix, max
do
[mm]
[mm]
[mm]
[scale units]
[pcs]
ETA
Item
1
stainless
steel
zinc plated, zinc plated,
steel grade steel grade
5.8
8.8
Approval
Threaded rod FIS A
FIS A M 6 x 75
FIS A M 6 x 85
FIS A M 6 x 110
FIS A M 8 x 90
FIS A M 8 x 110
FIS A M 8 x 130
FIS A M 8 x 175
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 190
FIS A M 10 x 200
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 200
FIS A M 12 x 210
FIS A M 12 x 260
FIS A M 16 x 130
FIS A M 16 x 175
FIS A M 16 x 200
FIS A M 16 x 250
FIS A M 16 x 300
FIS A M 20 x 245
FIS A M 20 x 290
FIS A M 24 x 290
FIS A M 24 x 380
FIS A M 30 x 340
FIS A M 30 x 430
Art.-No.
gvz
090243
090272
090273
090274
090275
090276
090277
090278
090279
090281
044969
Art.-No.
A4
Art.-No.
517935
090437
090438
090439
090440
090441
090442
090443
090444
090447
090448
044973
—
—
—
■
■
■
■
■
■
■
■
8
8
8
10
10
10
10
12
12
12
12
50
50
50
64
64
64
64
80
80
80
80
17
27
50
16
36
56
101
20
40
60
80
2
2
2
2
2
2
2
3
3
3
3
20
20
20
10
10
10
10
10
10
10
10
090449
044974
090450
090451
090452
■
■
■
■
■
12
14
14
14
14
80
96
96
96
96
110
19
39
59
79
3
4
4
4
4
10
10
10
10
10
090453
090454
044975
090455
090456
090457
090458
090459
090460
090461
090462
090463
090464
■
■
■
■
■
■
■
■
■
■
■
■
■
14
14
18
18
18
18
18
24
24
28
28
35
35
96
96
—
125
125
125
125
160
160
192
192
240
240
109
159
—
35
60
110
160
63
108
72
162
68
158
4
4
—
8
8
8
8
20
20
28
28
53
53
10
10
10
10
10
10
10
10
10
5
5
5
5
517936
090282
044971
090283
090284
090285
517937
517938
090286
090287
044972
090288
090289
090290
090291
090292
090293
090294
090295
090296
090297
517939
517940
TECHNICAL DATA
Items to order only
Item
zinc plated,
steel grade 5.8
zinc plated,
steel grade 8.8
stainless
steel
Art.-No.
gvz
Art.-No.
gvz
Art.-No.
A4
FIS A M 8 x 1000
509214
FIS A M 10 x 1000
509215
FIS A M 12 x 1000
509216
FIS A M 16 x 1000
509217
1) Order nut and washer separately.
56
1)
1)
1)
1)
509222
509223
509224
509225
1)
1)
1)
1)
509230
509231
509232
509233
1)
1)
1)
1)
Approval
Threaded rod FIS A 1m
Drill hole diameter
FIS V
do
Min. anchoring depth
FIS V
tfix, max
Sales unit
ETA
[mm]
[mm]
[pcs]
■
■
■
■
12
14
14
18
60
60
70
80
10
10
10
10
Resin studs for non-cracked concrete
TECHNICAL DATA
Item
zinc plated,
steel grade
8.8
Art.-No.
gvz
Nut & washer M8
Nut & washer M10
Nut & washer M12
Nut & washer M16
510509
510510
510511
510512
stainless
steel
Width across nut
Washer (outer diameter x
thickness)
Art.-No.
A4
[mm]
[mm]
13
17
19
24
16 x 1,6
20 x 2
24 x 2,5
30 x 3
Fits
Sales unit
 SW
510513
510514
510515
510516
[pcs]
FIS A M 8
FIS A M 10
FIS A M 12
FIS A M 16
50
50
25
20
Chemical Fixings
Hexagonal nut and washer
LOADS - FIS V
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG M
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 02/0024 has to be considered.
Type
Minimum
anchorage depth
hef,min
Typical
embedm,ent
depth
hef,
[mm]
FIS A/RGM M6
Non-cracked concrete
Maximum effective Minimum substrate Installation Permissible Permissible
Min.
anchorage
thickness
torque
tensile load shear load
spacing
depth
hef,max
hmin
Tinst
Nperm3)
Vperm3)
smin2)
[mm]
50
72
64
FIS A/RGM M8
80
96
80
FIS A/RGM M10
90
120
96
FIS A/RGM M12
110
144
128
FIS A/RGM M16
125
192
160
FIS A/RGM M20
170
240
192
FIS A/RGM M24
210
288
240
FIS A/RGM M30
280
360
1)
2)
3)
1
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
Min.
edge distance
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
100
100
110
130
110
120
150
130
150
180
164
160
248
200
220
290
250
280
345
310
370
430
5,0
5,0
10,0
10,0
10,0
20,0
20.0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
120,0
150,0
150,0
150,0
300,0
3,00
300,0
3,4
4,8
7,0
8.8
9,2
11,0
12.3
14,5
15,8
18,1
21,2
25,5
24,9
38,3
37,9
40,3
56,8
51,7
56,5
77,6
74,5
89,0
114,4
2,9
2,9
5,3
5,3
5,3
8,3
8.3
8,3
12,1
12,1
12,1
22,4
22,4
22,4
35,0
35,0
35,0
50,4
50,4
50,4
80,1
80,1
80,1
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
105
105
105
140
140
140
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
105
105
105
140
140
140
4)
6)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
57
Resin studs for non-cracked concrete
Chemical fixings
LOADS - FIS V
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG M (A4)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 02/0024 has to be considered.
Type
Minimum
anchorage
depth
hef,min
Typical
embedm,ent
depth
hef,
[mm]
FIS A/RGM M6 (A4)
Maximum
effective
anchorage depth
hef,max
Minimum
substrate
thickness
hmin
[mm]
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
100
100
110
130
110
120
150
130
150
180
164
160
248
200
220
290
5,0
5,0
10,0
10,0
10,0
20,0
20.0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
120,0
3,4
4,8
7,0
8.8
9,2
11,0
12.3
14,5
15,8
18,1
21,2
25,5
24,9
38,3
37,9
40,3
56,8
2,9
2,9
5,3
5,3
5,3
8,3
8.3
8,3
12,1
12,1
12,1
22,4
22,4
22,4
35,0
35,0
35,0
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
250
150,0
51,7
50,4
105
105
280
150,0
56,5
50,4
105
105
345
310
370
430
150,0
300,0
300,0
300,0
77,6
74,5
89,0
114,4
50,4
80,1
80,1
80,1
105
140
140
140
105
140
140
140
72
64
80
96
80
FIS A/RGM M10 (A4)
90
120
96
FIS A/RGM M12 (A4)
1
110
144
128
FIS A/RGM M16 (A4)
125
192
160
FIS A/RGM M20 (A4)
170
240
192
FIS A/RGM M24 (A4)
210
288
240
FIS A/RGM M30 (A4)
280
360
1)
2)
3)
58
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
Min.
edge distance
Tinst
50
FIS A/RGM M8 (A4)
Non-cracked concrete
Installation Permissible Permissible
Min.
torque
tensile load shear load
spacing
4)
6)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
Resin studs for non-cracked concrete
LOADS - FIS V
Type
Minimum
anchorage
depth
hef,min
Typical
embedment
depth
hef,
[mm]
FIS A/RGM M6
(1.4529)
FIS A/RGM M8
(1.4529)
FIS A/RGM M10
(1.4529)
FIS A/RGM M12
(1.4529)
FIS A/RGM M16
(1.4529)
FIS A/RGM M20
(1.4529)
Maximum
effective
anchorage depth
hef,max
Minimum
substrate
thickness
hmin
[mm]
Nperm3)
Vperm3)
smin2)
cmin2)
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
100
100
110
130
110
120
150
130
150
180
164
160
248
200
220
290
5,0
5,0
10,0
10,0
10,0
20,0
20.0
20,0
40,0
40,0
40,0
60,0
60,0
60,0
120,0
120,0
120,0
3,4
4,8
7,0
8.8
9,2
11,0
12.3
14,5
15,8
18,1
21,2
25,5
24,9
38,3
37,9
40,3
56,8
2,9
2,9
5,3
5,3
5,3
8,3
8.3
8,3
12,1
12,1
12,1
22,4
22,4
22,4
35,0
35,0
35,0
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
40
40
40
40
40
45
45
45
55
55
55
65
65
65
85
85
85
250
150,0
51,7
50,4
105
105
280
150,0
56,5
50,4
105
105
345
310
370
430
150,0
300,0
300,0
300,0
77,6
74,5
89,0
114,4
50,4
80,1
80,1
80,1
105
140
140
140
105
140
140
140
72
64
80
96
80
90
120
96
110
144
128
125
192
160
170
240
192
210
288
FIS A/RGM M30
(1.4529)
1)
2)
3)
240
280
360
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor
with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge distances
or spacings (anchor groups) see approval.
Min.
edge distance
Tinst
50
FIS A/RGM M24
(1.4529)
Non-cracked concrete
Installation Permissible Permissible
Min.
torque
tensile load shear load
spacing
4)
6)
Chemical Fixings
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A (5.8) & RG M (1.4529)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 02/0024 has to be considered.
1
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
59
Resin studs for non-cracked concrete
Chemical fixings
LOADS - FIS VT
Injection system FIS VT with threaded rod FIS A C
Highest permissible loads for a single anchor1) 6) in concrete C20/254).
For the design the complete approval ETA - 08/0061 has to be considered.
Type
Maximum effective
anchorage depth
hef,max
Minimum member
thickness
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
[mm]
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
130
110
150
130
180
160
230
210
290
250
345
310
430
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
300,0
300,0
6,1
9,1
9,5
14,2
13,6
20,5
21,2
32,6
31,9
47,9
43,1
64,6
62,8
94,2
7,4
7,4
11,4
11,4
17,1
17,1
31,4
31,4
49,1
49,1
70,3
70,3
112,0
112,0
40
40
45
45
55
55
65
65
85
85
105
105
140
140
40
40
45
45
55
55
65
65
85
85
105
105
140
140
64
FIS A M8 C
96
80
FIS A M10 C
120
96
FIS A M12 C
144
125
FIS A M16 C
192
160
FIS A M20 C
240
192
FIS A M24 C
288
240
FIS A M30 C
1
1)
2)
3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Minimum effective
anchorage depth
hef,min
360
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
6)
Min.
edge distance
cmin2)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
LOADS - FIS VT
Injection system FIS VT with threaded rod FIS A A4 (grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0061 has to be considered.
Type
FIS A M8 A4
FIS A M10 A4
FIS A M12 A4
FIS A M16 A4
FIS A M20 A4
FIS A M24 A4
FIS A M30 A4
1)
2)
3)
60
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Minimum effective
anchorage depth
hef,min
Maximum effective
anchorage depth
hef,max
Minimum member
thickness
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
[mm]
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
130
110
150
130
180
160
230
210
290
250
345
310
430
10,0
10,0
20,0
20,0
40,0
40,0
60,0
60,0
120,0
120,0
150,0
150,0
300,0
300,0
6,1
9,1
9,5
14,2
13,6
20,5
21,2
32,6
31,9
47,9
43,1
64,6
62,8
94,2
6,0
6,0
9,2
9,2
13,7
13,7
25,2
25,2
39,4
39,4
56,3
56,3
89,7
89,7
40
40
45
45
55
55
65
65
85
85
105
105
140
140
40
40
45
45
55
55
65
65
85
85
105
105
140
140
64
96
80
120
96
144
125
192
160
240
192
288
240
360
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
6)
Min.
edge distance
cmin2)
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
RG MI for non-cracked concrete
Column bases
Pumps
VERSIONS
APPROVALS
Chemical Fixings
The fixing system with internally threaded anchor
for non-cracked concrete
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
1
Approved for:
▪ Concrete C20/25 to C50/60,
non-cracked
Also suitable for:
▪ Concrete C12/15, non-cracked
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The system comprising of internally
threaded anchor RG MI and one of the
injection resins FIS V, FIS VS, FIS VW or
FIS VT for non-cracked concrete can be
individually selected based on
requirments, thus allowing for a wide
range of applications.
▪ The internally threaded anchor RG MI
allows for surface flush removal and
reuse of the fixing point, offering much
more flexible use.
▪ The metric internal thread permits the
use of standard screws or threaded
rods so it can be adapted to suit
requirements.
▪
▪
▪
▪
▪ The system can be used with any of the
following injection resins: FIS V, FIS VS,
FIS VW and FIS VT.
▪ The resin is extruded completely mixed
into the bottom of the drill hole. The
resin bonds the entire surface of the
threaded rod with the drill hole wall
and seals the drill hole.
▪ The internally threaded anchor is set
manually, by lightly rotating it until it
reaches the bottom of the drill hole.
Removable fixings
Temporary fixings, e.g. for machines
Scaffold anchoring
Suitable for use with FIS EM / FIS SB
injection resin.
Step 2, Compressed air
cleaning for dill holes
>18mm or deeper
than 12 x the diameter
INSTALLATION
61
RG MI for non-cracked concrete
Internal threaded anchor RG MI
Items to order only
zinc-plated
steel
stainless
steel
Art.-No.
gvz
Art.-No.
A4
048221 1)
048222 1)
050552 1)
050553 1)
050562 1)
050563 1)
050564 1)
—
—
050565 1)
050566 1)
050567 1)
050568 1)
050569 1)
Drill hole
diameter
Approval
Chemical fixings
TECHNICAL DATA
ETA
Item
RG 8 x 75 M 5 I
RG 10 x 75 M 6 I
RG 12 x 90 M8 I
RG 16 x 90 M10 I
RG 18 x 125 M12 I
RG 22 x 160 M16 I
RG 28 x 200 M20 I
—
—
■
■
■
■
■
Min. bolt
penetration
Max. bolt
penetration
Fill quantity
Sales unit
do
lE,min
lE,max
[mm]
[mm]
[mm]
[scale units]
[pcs]
10
12
14
18
20
24
32
8
10
12
15
18
24
30
14
16
18
23
26
35
45
5
5
5
7
11
17
48
10
10
10
10
10
5
5
1) Setting tool is included in each package.
1
LOADS
Injection system FIS V, FIS VS and FIS VW with internal threaded anchor RG MI (screw with grade 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 02/0024 has to be considered.
Type
RG M 8 I
RG M 10 I
RG M 12 I
RG M 16 I
RG M 20 I
Effective
Minimum
Installation torque
anchorage depth member thickness
hef
hmin
Tinst
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
11,9
15,9
19,8
29,8
45,6
8,3
13,3
19,3
35,8
43,4
40
45
60
80
125
40
45
60
80
125
LOADS
Injection system FIS V, FIS VS and FIS VW with internal threaded anchor RG MI A4 (screw with grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 02/0024 has to be considered.
Type
RG M 8 I A4
RG M 10 I A4
RG M 12 I A4
RG M 16 I A4
RG M 20 I A4
62
Effective
Minimum
anchorage depth member thickness
hef
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
9,9
15,7
19,8
29,8
45,6
5,9
9,3
13,5
25,1
39,2
40
45
60
80
125
40
45
60
80
125
RG MI for non-cracked concrete
LOADS
Type
RG M 8 I
RG M 10 I
RG M 12 I
RG M 16 I
RG M 20 I
Effective
Minimum
anchorage depth member thickness
hef
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
9,9
13,9
19,8
23,8
37,7
8,3
13,3
19,3
35,8
52,1
40
45
60
80
125
40
45
60
80
125
Chemical Fixings
Injection system FIS VT with internal threaded anchor RG MI (screw with grade 8.8)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0061 has to be considered.
LOADS
Injection system FIS VT with internal threaded anchor RG MI A4 (screw with grade A4-70)
Highest permissible loads for a single anchor1) 6) in concrete C20/254)
For the design the complete approval ETA - 08/0061 has to be considered.
Type
RG M 8 I A4
RG M 10 I A4
RG M 12 I A4
RG M 16 I A4
RG M 20 I A4
1)
2)
3)
Effective
Minimum
anchorage depth member thickness
hef
hmin
Installation
torque
Tinst
Permissible
tensile load
Nperm3)
Non-cracked concrete
Permissible
Min.
shear load
spacing
Vperm3)
smin2)
Min.
edge distance
cmin2)
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
90
90
125
160
200
120
125
165
205
260
10,0
20,0
40,0
80,0
120,0
9,9
13,9
19,8
23,8
37,7
5,9
9,3
13,5
25,1
39,2
40
45
60
80
125
40
45
60
80
125
The partial safety factors for material resistance as regulated in the approval as well as a partial
safety factor for load actions of JL = 1,4 are considered. As an single anchor counts e.g. an anchor with a spacing s • 3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
4)
6)
1
distances or spacings (anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
63
FIS P / FIP Injection resin
Chemical fixings
The reliable polyester injection resin for fixings in masonry
Gates
Wall consoles
BUILDING MATERIALS
▪
▪
▪
▪
▪
▪
Vertically perforated brick
Hollow block
Perforated sand-lime brick
Solid sand-lime brick
Aerated concrete
Solid brick made from lightweight
concrete
▪ Solid brick
1
ADVANTAGES
APPLICATIONS
▪ The FIS P and FIP injection resin is
an economical solution for anchoring
in to masonry which does not require
approvals.
▪ The FIP 300 and FIP 150 SF resins can
be used with standard silicone guns,
no special equipment is required which
can help to reduce procurement costs.
FUNCTIONING
Injection resin for use in masonry and
aerated concrete with:
▪ Threaded rods FIS A,
▪ Internal threaded anchor FIS E,
Injection anchor sleeves FIS H
▪ Aerated concrete centring sleeve PBZ
▪ Theses products are a 2-component
injection resin based on polyester resin.
▪ Resin and hardener are stored in two
separate chambers and are not mixed
and activated until extruded through
the static mixer.
▪ Partially used cartridges can be reused,
simply by changing the static mixer.
▪ Related accessories can be used for
use in for use in masonry and aerated
concrete.
INSTALLATION WITH INJECTION RESIN
TECHNICAL DATA
Item
Injection resin FIS P 380 C
Injection resin FIP C 700
Injection resin FIP 300 SF
Injection resin FIP 150 SF
Languages on the cartridge
Contents
Sales unit
[pcs]
GB, I, P, E, PRC, JP
GB
GB
GB
-
1 cartridge 380 ml, 1 x static mixer FIS S
1 cartridge 150 ml, 1 x static mixer FIS S
1 cartridge 300 ml, 1 x static mixer FIS S
1 cartridge 380 ml, 1 x static mixer FIS S
10 static mixer
12
12
6
6
10
Art.-No.
FIS P 380 C
FIP 150 SF
FIP 300 SF
FIP C 700
FIS S
64
059234
507929
98184
98183
061223
FIS P / FIP Injection resin
CURING TIME FIS P 380 C
Gelling time
(resin)
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
5 min.
4 min.
2 min.
Temperature
at anchoring base
Curing time
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
6 hrs.
3 hrs.
90 min.
45 min.
30 min.
Chemical Fixings
Cartridge temperature
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
CURING TIME FIP 300 SF
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
15-30 min.
10-20 min.
5-10 min.
3-6 min.
+5°C
+10°C
+20°C
+30°C
180 min.
120 min
60 min.
45 min.
(resin)
+5°C
+10°C
+20°C
+30°C
1
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
1
CURING TIME FIP C 700
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
15-30 min.
10-20 min.
5-10 min.
3½-7 min.
3-6 min.
+5°C
+10°C
+20°C
+25°C
+30°C
180 min.
120 min
60 min.
28 min.
45 min.
(resin)
+5°C
+10°C
+20°C
+25°C
+30°C
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
CURING TIME FIP 150 SF
Cartridge temperature
Gelling time
Temperature
at anchoring base
Curing time
18 min.
10 min.
6 min.
5 min.
4 min.
+5°C - +10°C
+10°C - +20°C
+20°C - +25°C
+25°C - 30°C
+30°C
145 min.
85 min
50 min.
40 min.
35 min.
(resin)
+5°C - +10°C
+10°C - +20°C
+20°C - +25°C
+25°C - 30°C
+30°C
The above times apply from the moment of contact between resin and hardener in the static mixer.
For installation, the cartridge temperature must be at least +5 °C. For longer installation times, i.e. when interruptions occur in work, the mixer should be replaced.
DRILL HOLE CLEANING ACCESSORIES
Brush set for masonry
Fits drill hole diameter
[mm]
Item
Brush set Ø14/20 mm
Brush set Ø20/30 mm
ABG
048980
048981
089300
8 - 16
16 - 30
—
Blow-out pump ABG
Sales unit
[pcs]
1
1
1
For the full range of Dispenser Guns please refer to page 39
65
Injection resin in solid brick masonry
Chemical fixings
The versatile fixing system for solid brick masonry
RG M
threaded
rod
FIS A
threaded
rod
FIS E
internally
threaded rod
Satellite dishes
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
Approved for:
▪ Solid sand-lime bricks
▪ Solid brick
Also suitable for:
▪ Solid and lightweight concrete blocks
▪ Solid pumice and other solid building
materials
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The fixing system comprises of a
choice of threaded rod - FIS A or RGM,
an internally threaded anchor FIS E and
one of the injection resins FIS V, FIS VS
or FIS VW in accordance with ETA.
▪ For non-safety applications outside of
ETA approval polyester resins can be
used.
▪ FIS V resins can be individually selected
based on requirement thus offering a
wide range of applications.
▪ The large range of approved threaded
rods FIS A, sizes M6 to M16 allows for
many different applications.
▪ For non-safety applications outside of
ETA approval polyester resins can be
used.
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪ The system can be used with any of the
following injection resins: FIS V, FIS VS
& FIS VW. FIS VT or FIS P can be used
but do not have approval.
▪ FIS E is suitable for pre-positioned
installation, whilst FIS A is suitable
for pre-positioned and push-through
installation.
▪ The resin bonds the entire surface of
the anchor with the drill hole wall and
seals the drill hole.
▪ The anchor is set manually, by lightly
rotating it until it reaches the bottom of
the drill hole. .
▪ In general, it is also possible to use the
FIS H K anchor sleeves in solid brick
masonry, and this provides additional
safety when the base material is
unknown. Technical data see page 72.
INSTALLATION
66
French balconies
Gratings
Gates
Handrails
Consoles
Pipelines
Sanitary equipment
Awnings
Canopies
Satellite antennas
Sun protection
Threaded rod RG M
▪ For RG M stud sizes pleser refer to
page 41
Injection resin in solid brick masonry
TECHNICAL DATA
Chemical Fixings
Threaded rod FIS A
Item
FIS A M 6 x 70
FIS A M 6 x 75
FIS A M 6 x 85
FIS A M 6 x 110
FIS A M 8 x 70
FIS A M 8 x 90
FIS A M 8 x 110
FIS A M 8 x 130
FIS A M 8 x 175
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 200
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 210
FIS A M 12 x 260
FIS A M 16 x 130
FIS A M 16 x 175
FIS A M 16 x 200
FIS A M 16 x 250
FIS A M 16 x 300
zinc plated,
steel grade
5.8
stainless
steel
Art.-No.
gvz
Art.-No.
A4
046204
090243
090272
090273
046206
090274
090275
090276
090277
090278
090279
090281
044969
090282
044971
090283
090284
090285
090286
090287
044972
090288
090289
090290
090291
046205
090437
090438
090439
046245
090440
090441
090442
090443
090444
090447
090448
044973
090449
044974
090450
090451
090452
090453
090454
044975
090455
090456
090457
090458
Drill hole
Min. anchorage Max. useful Fill quantity for
diameter in solid depth in solid length in solid effect. anchoring
brick masonry brick masonry brick masonry depth in solid
brick masonry
do
hef, min
tfix, max
Approval
Items to order only
DIBt ETA
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
—
—
—
—
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
Sales unit
[mm]
[mm]
[mm]
[scale units]
[pcs]
8
8
8
8
10
10
10
10
10
12
12
12
12
12
14
14
14
14
14
14
18
18
18
18
18
—
—
75
75
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
64
64
64
64
64
—
—
2
25
10
30
50
70
115
50
70
90
110
140
55
75
95
115
145
195
51
96
121
171
221
—
—
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
4
4
4
4
4
10
20
20
20
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1
LOADS
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5)
Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned or push-through installation.
For the design the complete approval ETA-10/0383 has to be considered.
Type
Compressive
brick strength
fb
Solid brick Mz
M8
M10
M12
M16
M8
M10
M12
M16
Min. effective
Brick type,
anchorage naming acc. DIN
depth4)
hef,min
[-]
Installation
torque
Permissible
tensile load3)
Solid brick masonry
Permissible
Min.
shear load3)
spacing2)
Min.
edge distance2)
Tinst
Nperm
Vperm
smin
cmin
[N/mm²]
[mm]
[-]
[Nm]
[kN]
[kN]
[mm]
[mm]
10
10
10
10
16
16
16
16
50
50
50
64
50
50
50
64
Mz
Mz
Mz
Mz
Mz
Mz
Mz
Mz
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
0,43
0,57
0,71
0,71
0,57
0,71
0,86
1,00
0,71
0,71
0,71
0,71
0,86
0,86
1,00
1,14
80
80
80
80
80
80
80
80
50
50
50
55
50
50
50
55
67
Injection resin in solid brick masonry
Chemical fixings
LOADS
1
Type
Compressive
brick strength
fb
[N/mm²]
Solid sand-lime brick and solid block KS
M8
10
M10
10
M12
10
M16
10
M8
20
M10
20
M12
20
M16
20
M8
10
M10
10
M12
10
M16
10
M8
28
M10
28
M12
28
M16
28
1)
2)
3)
Brick type,
Min. effective
anchorage naming acc. DIN
depth4)
hef,min
[-]
[mm]
[-]
50
50
50
64
50
50
50
64
50
50
50
64
50
50
50
64
KS (2DF)
KS (2DF)
KS (2DF)
KS (2DF)
KS (2DF)
KS (2DF)
KS (2DF)
KS (2DF)
KS (8DF)
KS (8DF)
KS (8DF)
KS (8DF)
KS (8DF)
KS (8DF)
KS (8DF)
KS (8DF)
The required partial safety factors for material resistance as well as a partial safety factor for
load actions of JL = 1,4 are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
5)
6)
Solid brick masonry
Permissible
Min.
shear load3)
spacing2)
Installation
torque
Permissible
tensile load3)
Min.
edge distance2)
Tinst
[Nm]
Nperm
[kN]
Vperm
[kN]
smin
[mm]
cmin
[mm]
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
0,43
0,43
0,43
0,57
0,57
0,71
0,71
0,71
1,43
1,43
1,43
2,57
2,14
2,57
2,57
2,57
0,71
0,71
0,71
0,71
1,00
1,00
1,00
1,00
0,71
0,71
0,71
0,86
1,29
1,29
1,29
1,43
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
50
50
50
55
50
50
50
55
50
50
50
55
50
50
50
55
Max. effective anchorage depth 100 mm.
gvz, A4 and C.
The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
LOADS
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) and anchor sleeve FIS H..K.
Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.
For the design the complete approval ETA-10/0383 has to be considered.
Type
Compressive
brick strength
fb
[N/mm²]
Min. effective
Brick type,
anchorage naming acc. DIN
depth4)
hef,min
[-]
[mm]
[-]
Solid brick Mz
M8
10
85
Mz
M10
10
85
Mz
M8
16
85
Mz
M10
16
85
Mz
Solid sand-lime brick and solid block KS
M8
10
85
KS (2DF)
M10
10
85
KS (2DF)
M8
20
85
KS (2DF)
M10
20
85
KS (2DF)
M8
10
85
KS (8DF)
M10
10
85
KS (8DF)
M8
28
85
KS (8DF)
M10
28
85
KS (8DF)
Solid block of lightweight aggregate concrete without slots Vbl
M8
2
110
Vbl
M10
2
110
Vbl
M12
2
110
Vbl
M12
2
180
Vbl
M16
2
110
Vbl
M16
2
180
Vbl
1)
2)
3)
68
The required partial safety factors for material resistance as well as a partial safety factor for
load actions of JL = 1,4 are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
5)
6)
Solid brick masonry
Permissible
Min.
shear load3)
spacing2)
Installation
torque
Permissible
load3)
Min.
edge distance2)
Tinst
[Nm]
Nperm
[kN]
Vperm
[kN]
smin
[mm]
cmin
[mm]
4,0
4,0
4,0
4,0
0,71
0,71
0,71
0,71
0,86
0,86
1,14
1,14
80
80
80
80
50
50
50
50
4,0
4,0
4,0
4,0
4,0
4,0
4,0
4,0
0,43
0,43
0,57
0,57
1,43
1,43
2,57
2,57
0,86
0,86
1,29
1,29
0,86
0,86
1,43
1,43
80
80
80
80
80
80
80
80
50
50
50
50
50
50
50
50
4,0
4,0
4,0
4,0
4,0
4,0
0,57
0,57
0,71
1,00
0,71
1,00
0,43
0,43
0,43
0,43
0,43
0,43
80
80
80
80
80
80
50
50
60
60
60
60
The max. anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see
technical data).
gvz, A4 and C.
The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
Injection resin in solid brick masonry
LOADS
Type
Effective
anchorage depth4)
hef
Brick type,
naming acc. DIN
[-]
Installation
torque
Tinst
Permissible
tensile load3)
Fperm
[N/mm²]
[mm]
[-]
[Nm]
[kN]
[mm]
[mm]
75
75
Mz
Mz
2,0
2,0
1,00
1,70
50
50
60
60
75
75
KS
KS
2,0
2,0
1,00
1,70
50
50
60
60
Solid brick Mz
M6 - M8
12
M10 - M16
12
Solid sand-lime brick and solid block KS
M6 - M8
12
M10 - M16
12
1)
2)
3)
Solid brick masonry
Min.
Min.
spacing2)
edge distance2)
smin (amin)
cmin (ar)
Compressive
brick strength
fb
4)
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
5)
6)
Chemical Fixings
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internally threaded socket FIS E5).
Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.
For the design the complete approval Z-21.3-1824 has to be considered.
Values apply to threaded rod FIS A. When using the internal threaded socket FIS E (M6 to M12)
the anchorage depth is 85 mm instead of 75 mm.
gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.
The given loads are valid for fixations in dry and humid masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
LOADS
Injection system FIS V with threaded rod FIS A5) resp. internally threaded socket FIS E5) and anchor sleeve FIS H..K.
Highest permissible loads1) 6) for a single anchor in solid brick masonry for pre-positioned installation.
For the design the complete approval Z-21.3-1824 has to be considered.
Type
2)
3)
Solid brick masonry
Min.
Min.
spacing2)
edge distance2)
smin (amin)
cmin (ar)
Compressive
brick strength
fb
Effective
anchorage depth4)
hef
Brick type,
naming acc. DIN
[-]
Installation
torque
Tinst
Permissible
tensile load3)
Fperm
[N/mm²]
[mm]
[-]
[Nm]
[kN]
[mm]
[mm]
50 - 85
50 - 130
85 - 130
85 - 130
85 - 200
Mz
Mz
Mz
Mz
Mz
2,0
2,0
2,0
2,0
2,0
1,00
1,707)
1,70
1,70
1,70
50
50
50
50
50
60
60
60
60
60
50 - 85
50 - 130
85 - 130
85 - 130
85 - 200
KS
KS
KS
KS
KS
2,0
2,0
2,0
2,0
2,0
1,00
1,707)
1,70
1,70
1,70
50
50
50
50
50
60
60
60
60
60
Solid brick Mz
M6
12
M8
12
M10
12
M12
12
M16
12
Solid sand-lime brick and solid block KS
M6
12
M8
12
M10
12
M12
12
M16
12
1)
1
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
4)
5)
6)
7)
The anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see technical
data).
gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.
The given loads are valid for fixations in dry and humid masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
For anchor sleeve FIS H 12x50K Fperm = 1,00 kN.
69
Chemical fixings
Injection resin in perforated brick
The versatile fixing system with injection anchor sleeves for
perforated brick masonry
Wall consoles
Pipeline routes
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
Approved for:
▪ Vertically perforated brick
▪ Hollow blocks made from lightweight
concrete
▪ Hollow blocks made from concrete
▪ Perforated sand-lime brick
▪ Solid sand-lime brick
▪ Solid brick
Also suitable for:
▪ Hollow pumice slabs
▪ Slabs made of hollow brick and other
perforated brick
▪ Solid pumice and other solid building
materials
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The perforated mesh like structure of
the FIS H K anchor sleeve is adapted
for use with injection resins FIS V,
FIS VS and FIS VW. This ensures resin
is used sparingly but retains a high
interlocking capacity.
▪ The internal ridges centre the anchor
perfectly in the anchor sleeve, and
enable it to accommodate different
threaded stud diameters.
▪ The locking ribs secure the anchor
sleeve in the drill hole which enables
trouble-free overhead installation.
▪ The geometry of these anchor sleeves
permit the bridging of non-bearing
layers which can provide simple and
convenient installations.
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪ The system can be used with any of the
following injection resins: FIS V, FIS VS
& FIS VW. FIS VT or FIS P can be used
but do not have approval.
▪ The system is suitable for prepositioned installation when combined
with injection anchor sleeves and
threaded rods FIS A and RG M. The
anchor sleeve is placed in the drill hole,
and filled with injection resin from the
anchor sleeve base.
▪ Pushing in and rotating the anchor
causes the resin to be expelled through
the sleeve‘s mesh like structure, so
that it adheres to the base material.
perfectly. The load is retained by the
interlocking capacity.
INSTALLATION
70
Awnings
Canopies
Gates
Handrails
Consoles
Pipelines
Sanitary equipment
Gratings
Satellite antennas
Sun protection
Injection resin in perforated brick
TECHNICAL DATA
Drill hole
diameter
Approval
Items to order only
Art.-No.
DIBt ETA
Min. drill hole
Effect.
depth
anchoring depth
do
h1
hef
[mm]
[mm]
[mm]
12
12
16
16
20
20
20
60
95
95
140
95
140
210
50
85
85
130
85
130
200
Fits
Filling quantity
per sleeve
Sales unit
[scale units]
[pcs]
5
10
12
15
15
25
40
50
50
50
20
20
20
20
Item
FIS H 12 x 50 K
FIS H 12 x 85 K
FIS H 16 x 85 K
FIS H 16 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 200 K
041900
041901
041902
041903
041904
046703
046704
▯
▯
▯
▯
▯
▯
▯
—
—
■
■
—
■
■
FIS A M6-M8
FIS A M6-M8
FIS A M8-M10, FIS E M6-M8
FIS A M8-M10
FIS A M12-M16, FIS E M10-M12
FIS A M12-M16
FIS A M12-M16
Chemical Fixings
Injection anchor sleeve FIS H K
TECHNICAL DATA
1
Injection anchor sleeve, 1 m length FIS H L
Drill hole diameter
Total length
Fits
Filling quantity per
10 cm
Ø6 / M 6 - Ø8 / M 8
Ø10/M10 / Ø12/M12
Ø12/M12 - Ø16/M16
Ø16/M16 - Ø22/M22
12
14
20
26
10
10
6
4
Fits
Sales unit
Items to order only
Item
FIS H 12 x 1000 L
FIS H 16 x 1000 L
FIS H 22 x 1000 L
FIS H 30 x 1000 L
Art.-No.
050598
050599
045301
000645
do
l
[mm]
[mm]
12
16
22
30
1000
1000
1000
1000
Sales unit
[pcs]
TECHNICAL DATA
Injection anchor sleeve with net FIS H N
Drill hole diameter
do
Item
FIS H 16 x 85 N
FIS H 18 x 85 N
FIS H 20 x 85 N
Art.-No.
050470
050472
050474
Min. drill hole depth Min. anchorage depth Filling quantity per
anchor
sleeve
h1
hv
[mm]
[mm]
[mm]
[scale units]
16
18
20
95
95
95
90
90
90
15
17
18
[pcs]
Ø8/M8
Ø10/M10
Ø12/M12
20
20
20
TECHNICAL DATA
Items to order only
Item
FIS E 11 x 85 M6
FIS E 11 x 85 M8
FIS E 15 x 85 M10
FIS E 15 x 85 M12
zinc-plated
steel
Art.-No.
gvz
043631
043632
043633
043634
Approval
Internal threaded sockets FIS E
Drill hole diameter
in perforated brick
masonry
do
Effect.
anchoring depth
Min. bolt
penetration
Max. bolt
penetration
hef
lE,min
lE,max
DIBt
[mm]
[mm]
[mm]
[mm]
▯
▯
▯
▯
16, 20
16, 20
20
20
85
85
85
85
6
8
10
12
60
60
60
60
Suitable injection anchor sleeve
Sales unit
[pcs]
FIS H 16 x 85 K FIS H 20 x 85 K
FIS H 16 x 85 K FIS H 20 x 85 K
FIS H 20 x 85 K,
FIS H 20 x 85 K
10
10
10
10
71
Injection resin in perforated brick
Threaded rod FIS A
Approval
Chemical fixings
TECHNICAL DATA
Drill hole diameter
in perforated brick
masonry
do
Min. anchorage
depth in perforated
brick masonry
hef, min
Max. useful length
in perforated brick
masonry
tfix, max
DIBt ETA
[mm]
[mm]
[mm]
—
—
—
12
12
12
▯
—
12
046245
090440
▯
▯
■
■
12
12
090275
090441
▯
■
12/16
FIS A M 8 x 130
090276
090442
▯
■
12/16
FIS A M 8 x 175
090277
090443
▯
■
12/16
FIS A M 10 x 110
FIS A M 10 x 130
090278
090279
090444
090447
▯
▯
■
■
16
16
FIS A M 10 x 150
090281
090448
▯
■
16
FIS A M 10 x 170
044969
044973
▯
■
16
FIS A M 10 x 200
090282
090449
▯
■
16
FIS A M 12 x 120
FIS A M 12 x 140
044971
090283
044974
090450
▯
▯
■
■
20
20
FIS A M 12 x 160
090284
090451
▯
■
20
FIS A M 12 x 180
090285
090452
▯
■
20
FIS A M 12 x 210
090286
090453
▯
■
20
FIS A M 12 x 260
090287
090454
▯
■
20
FIS A M 16 x 130
044972
044975
▯
■
20
FIS A M 16 x 175
090288
090455
▯
■
20
FIS A M 16 x 200
090289
090456
▯
■
20
FIS A M 16 x 250
090290
090457
▯
■
20
FIS A M 16 x 300
090291
090458
▯
■
20
50
50
50
50
85
50
50
50
85
85
50
85
85
50
85
85
130
85
85
85
130
85
130
85
130
85
85
85
130
85
130
85
130
85
130
200
85
85
130
85
130
85
130
200
85
130
200
12
17
27
50
15
25
30
50
15
15
70
35
35
115
80
80
35
15
35
55
10
75
30
105
60
20
40
60
15
80
35
110
65
160
115
45
30
75
30
100
55
150
105
35
200
155
85
zinc plated,
steel grade
5.8
stainless
steel
Art.-No.
gvz
Art.-No.
A4
FIS A M 6 x 70
FIS A M 6 x 75
FIS A M 6 x 85
046204
090243
090272
046205
090437
090438
▯
▯
▯
FIS A M 6 x 110
090273
090439
FIS A M 8 x 70
FIS A M 8 x 90
046206
090274
FIS A M 8 x 110
Items to order only
Item
1
72
Suitable injection
anchor sleeve
Sales unit
[pcs]
FIS H 12 x 50 K
FIS H 12 x 50 K
FIS H 12 x 50 K
FIS H 12 x 50 K
FIS H 12 x 85 K
FIS H 12 x 50 K
FIS H 12 x 50 K
FIS H 12 x 50 K
FIS H 12 x 85 K
FIS H 16 x 85 K
FIS H 12 x 50 K
FIS H 12 x 85 K
FIS H 16 x 85 K
FIS H 12 x 50 K
FIS H 12 x 85 K
FIS H 16 x 85 K
FIS H 16 x 130 K
FIS H 16 x 85 K
FIS H 16 x 85 K
FIS H 16 x 85 K
FIS H 16 x 130 K
FIS H 16 x 85 K
FIS H 16 x 130 K
FIS H 16 x 85 K
FIS H 16 x 130 K
FIS H 20 x 85 K
FIS H 20 x 85 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 200 K
FIS H 20 x 85 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 200 K
FIS H 20 x 85 K
FIS H 20 x 130 K
FIS H 20 x 200 K
10
20
20
20
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
Injection resin in perforated brick
LOADS
Type
Compressive
brick strength
fb
[N/mm²]
Min. effective
Brick type,
anchorage naming acc. DIN
depth4)
hef,min
[-]
[mm]
Vertically perforated brick Hlz
M8 / M10
8
110
M12 / M16
8
110
M8 / M10
10
110
M12 / M16
10
110
M8 / M10
12
110 7)
M12 / M16
12
110
M8 / M10
28
85
M12 / M16
28
110
Perforated sand-lime brick KSL
M8 / M10
12
85
M12 / M16
12
110
M8 / M10
20
85
M12 / M16
20
110
Hollow block of lightweight aggregate concrete Hbl
M8 / M10
6
110
M12 / M16
6
110
1)
2)
3)
Perforated brick masonry
Permissible
Min.
shear load3)
spacing2)
Installation
torque
Permissible
tensile load3)
Tinst
Nperm
Vperm
smin
cmin
[-]
[Nm]
[kN]
[kN]
[mm]
[mm]
Hlz
Hlz
Hlz
Hlz
Hlz
Hlz
Hlz
Hlz
2,0
2,0
2,0
2,0
2,0
2,0
2,0
2,0
0,57
0,43
0,71
1,00
0,57
1,00
1,00
-
0,57
0,57
0,43
0,43
0,57
0,57
1,71
-
80
80
80
80
80
80
100
-
100
120
100
120
100
120
240
-
KSL
KSL
KSL
KSL
2,0
2,0
2,0
2,0
0,71
0,86
1,00
1,29
1,29
1,29
1,71
1,71
80
80
80
80
100
120
100
120
Hbl
Hbl
2,0
2,0
0,34
0,34
0,71
0,71
80
80
100
120
The required partial safety factors for material resistance as well as a partial safety factor for
load actions of JL = 1,4 are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
For combinations of tensile loads, shear loads, bending moments as well as reduced edge
distances or spacings (anchor groups) see approval.
4)
5)
6)
7)
Min.
edge distance2)
Chemical Fixings
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) and anchor sleeve FIS H..K
Highest permissible loads1) 6) for a single anchor in perforated brick masonry for pre-positioned installation.
For the design the complete approval ETA-10/0383 has to be considered.
1
The max. anchorage depth is corresponding with the relevant anchor sleeves FIS H..K (see
technical data).
gvz, A4 and C.
The given loads are valid for fixations in dry and wet masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
For bricks with certain hole patterns 85 mm are possible. Please see approval.
LOADS
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internal threaded socket FIS E5) and
anchor sleeve FIS H..K
Highest permissible loads1) 6) for a single anchor in perforated brick masonry for pre-positioned installation.
For the design the complete approval Z-21.3-1824 has to be considered.
Type
Compressive Effective ancho- Brick type,
brick strength
rage depth4) naming acc. DIN
fb
hef
[-]
[N/mm²]
[mm]
Vertically perforated brick Hlz
M6 - M16
4
85
M6 - M16
6
85
M6 - M16
12
85
Perforated sand-lime brick KSL
M6 - M16
4
85
M6 - M16
6
85
M6 - M16
12
85
Hollow block of lightweight aggregate concrete Hbl
M6 - M16
2
85
M6 - M16
4
85
Hollow block of normal concrete Hbn
M6 - M16
4
85
Lightweight aggregate concrete TGL
M8 - M16
85
1)
2)
3)
4)
Perforated brick masonry
Permissible
Min. spacing2)
load3) 7)
Fperm
smin (amin)
Installation
torque
Tinst
Permissible
load3)
Fperm
[-]
[Nm]
[kN]
[kN]
[mm]
[mm]
HLz
HLz
HLz
2,0
2,0
2,0
0,30
0,40
0,80
0,60
0,80
1,00
50
50
50
50
50
50
KSL
KSL
KSL
2,0
2,0
2,0
0,40
0,60
0,80
0,60
0,80
1,40
50
50
50
50
50
50
Hbl
Hbl
2,0
2,0
0,30
0,60
0,50
0,80
50
50
200
200
Hbn
2,0
0,60
0,80
50
200
2,0
2,00 8)
-
50
50
TGL
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
Anchorage depths apply for FIS A and FIS E (M6 - M12).
5)
6)
7)
8)
Min. edge
distance2)
cmin (ar)
gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.
The given loads are valid for fixations in dry and humid masonry for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
The given values apply for rotary drilling (without impact). The thickness of the outer web of the
KSL has to be min. 30 mm (old bricks).
For M8 and M10 the highest permissible load is 1,3 kN.
73
FIS A with Injection resin for aerated concrete
Chemical fixings
Secure hold in aerated concrete using undercut technology
Canopies
Detail: Undercut drillhole in aerated concrete
VERSIONS
APPROVALS
▪ zinc-plated steel
▪ stainless steel
BUILDING MATERIALS
Approved for:
▪ Reinforced roof and ceiling boards
made of aerated concrete
▪ Aerated concrete blocks
▪ Prefabricated reinforced and nonreinforced wall components made of
aerated concrete
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The cone-shaped drill hole guarantees
maximum
load-bearing
capacity
in aerated concrete thanks to the
interlock.
▪ The centring sleeve PBZ fixes the
anchor in the drill hole, thus also
allowing for overhead installation.
▪ Two anchorage depths in combination
with the threaded rod FIS A allow for
the ideal adaptation to the load to be
applied.
▪ The internal threaded anchor FIS E
allows for surface flush removal and
reuse of the fixing point, and therefore
offers the best possible flexibility.
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪
▪ The system can be used with any of
the following injection resins: FIS V,
FIS VS, FIS VW. FIS VT and FIS P can
be used but do not have approvals.
▪ The injection system for aerated
concrete
is
for
pre-positioned
installation.
▪ The cone drill bit PBB allows for the drill
hole and undercut to be made in one
step by pivoting the drill.
▪ The resin completely fills the undercut
and transfers the load via the interlock.
▪ The drill hole is filled from the drill hole
mouth using the centring sleeve PBZ.
▪ The threaded rod FIS A or the internally
threaded anchor FIS E are set manually
by rotating slightly whilst pressing in.
INSTALLATION
74
Guard rails
Consoles
Gates
Staircases
Windows
Façades
Canopies
Timber constructions
Steel constructions
Sun protection
FIS A with Injection resin for aerated concrete
TECHNICAL DATA
Chemical Fixings
Threaded rod FIS A
Item
FIS A M 8 x 90
FIS A M 8 x 110
FIS A M 8 x 130
FIS A M 8 x 175
FIS A M 10 x 110
FIS A M 10 x 130
FIS A M 10 x 150
FIS A M 10 x 170
FIS A M 10 x 200
FIS A M 12 x 120
FIS A M 12 x 140
FIS A M 12 x 160
FIS A M 12 x 180
FIS A M 12 x 210
FIS A M 12 x 260
stainless
steel
Art.-No.
gvz
Art.-No.
A4
090274
090275
090276
090277
090278
090279
090281
044969
090282
044971
090283
090284
090285
090286
090287
090440
090441
090442
090443
090444
090447
090448
044973
090449
044974
090450
090451
090452
090453
090454
Drill hole diame- Min. anchorage
Max. useful
Fill quantity for
ter in aerated depth in aerated length in aerated effect. anchoring
concrete
concrete
concrete
depth in aerated
concrete
do
hef, min
tfix, max
DIBt
[mm]
[mm]
[mm]
[scale units]
Sales unit
Approval
Items to order only
zinc plated,
steel grade
5.8
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
▯
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
75
75
75
75
75
75
75
75
75
75
75
75
75
75
75
5
25
45
90
25
45
65
85
115
30
50
70
90
115
170
[pcs]
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1
TECHNICAL DATA
Items to order only
Item
FIS E 11 x 85 M6
FIS E 11 x 85 M8
zinc-plated
steel
Art.-No.
gvz
043631
043632
Approval
Internal threaded sockets FIS E
Drill hole
diameter
do
Effect. anchoring
depth
hef
Min. bolt
penetration
lE,min
Max. bolt
penetration
lE,max
Fill quantity for effect. anchoring
depth in aerated concrete
Sales unit
DIBt
[mm]
[mm]
[mm]
[mm]
[scale units]
[pcs]
▯
▯
14
14
85
85
6
8
60
60
20
20
10
10
ACCESSORIES
Approval
Cone drill PBB
Item
Cone drill PBB
Centring sleeve PBZ
Art.-No.
090634
090671
DIBt
▯
▯
Centring sleeve PBZ
Fits
Sales unit
[pcs]
M8 - M12; FIS E
M8 - M12; FIS E
1
10
75
FIS A with Injection resin for aerated concrete
Chemical fixings
LOADS
1
Injection system FIS V, FIS VS and FIS VW with threaded rod FIS A5) resp. internal threaded socket FIS E5) and centring
sleeve PBZ.
Highest permissible loads1) 6) for a single anchor in aerated concrete walls.
For the design the complete approval Z-21.3-1824 has to be considered.
Type
Effective
anchorage depth4)
hef
[N/mm²]
[mm]
Brick type,
Installation torque
naming acc. DIN
[-]
Tinst
[-]
Permissible
load3)
Fperm
[Nm]
Aerated concrete block PB, PP
M8 - M12
2
75
PB, PP
10,0
PB, PP
10,0
M8 - M12
2
954)
M8 - M12
4
75
PB, PP
10,0
PB, PP
10,0
M8 - M12
4
954)
M8 - M12
6
75
PB, PP
10,0
PB, PP
10,0
M8 - M12
6
954)
Reinforced aerated concrete wall panel P / Reinforced aerated concrete roof and floor slabs
M8 - M12
2,2
75
P2,2
10,0
P2,2
10,0
M8 - M12
2,2
954)
M8 - M12
3,3
75
P3,3
10,0
P3,3
10,0
M8 - M12
3,3
954)
M8 - M12
4,4
75
P4,4
10,0
P4,4
10,0
M8 - M12
4,4
954)
1)
2)
3)
76
Compressive
brick strength
fb
Required safety factors are considered.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
Valid for tensile load, shear load and oblique load under any angle. For combinations of tensile
loads, shear loads, bending moments as well as reduced edge distances or spacings (anchor
groups) see approval.
4)
5)
6)
Aerated concrete wall
Min.
Min.
spacing2)
edge distance2)
smin (amin)
cmin (ar)
[kN]
[mm]
[mm]
0,90
1,30
1,20
1,70
1,60
2,10
50
50
50
50
50
50
100
150
100
150
100
150
0,90
1,40
1,20
1,60
1,40
1,90
50
50
50
50
50
50
100
150
100
150
100
150
Values apply to threaded rod FIS A. When using the internal threaded socket FIS E (M6 and M8)
the anchorage depth is 85 mm instead of 95 mm.
gvz and A4. For FIS E screw with grade 5.8 resp. A4-70.
The given loads are valid for fixations in dry and humid aerated concrete for temperatures in the
substrate up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according
approval.
Rebar connections
Professional rebar connections
Rebar connections
BUILDING MATERIALS
APPROVALS
Chemical Fixings
Rebar connections
Approved for:
▪ Concrete C12/15 to C50/60,
cracked and non-cracked
ADVANTAGES
▪ The injection resin FIS V / VS allow for rebar connections from Ø8 to 28 mm, whilst
injection resin FIS EM allows for rebar connections up to Ø40 mm to be carried out.
This offers maximum flexibility.
▪ FIS EM also allows for the execution of rebar connections in diamond-drilled holes.
▪ The FRA with connecting thread in A4 stainless steel fully utilises the load-bearing
capacity of the concrete. This means that extremely high tensile loads can be
introduced into the base material.
▪ Accessories in line with building site requirements, such as injection adapters and
extension tubes, ensure fast installation.
▪ The FIS rebar case contains all of the individual components required, thus ensuring
a convenient installation.
APPLICATIONS
FUNCTIONING
▪ Post-installed concrete steel bars,
e.g. for overlap connections, end
anchorings, starter bars, needlings etc.
▪ Rebar anchor FRA
▪ Anchoring as with cast-in reinforcement bars in line with Eurocode 2 and DIN 1045-1.
▪ The resin is extruded fully mixed into the drill hole using the injection adapter to prevent
any air pockets. The geometry causes a build-up of pressure in the drill hole, which
pushes the injection adapter and extension tube automatically out of the drill hole.
▪ The resin bonds the entire surface of the reinforcement bar with the drill hole wall.
1
INSTALLATION WITH FIS V / FIS VS
INSTALLATION IN DIAMOND DRILLED HOLES WITH FIS EM
INSTALLATION IN HAMMER DRILLED HOLES WUTH FIS EM
77
Rebar connections
Rebar anchor FRA
Combination of
materials
Approval
Chemical fixings
TECHNICAL DATA
DIBt ETA
Art.-No.
Total length
Max. fixing thickness
Drill-hole
l
tfix
d0
Fill quantity
Sales unit
[mm]
[mm]
[Ø mm]
[scale units]
[pcs]
975
1180
1485
60
60
60
16
20
25
50
81
160
8
8
4
Item
FRA 12/900 M12-60
FRA 16/1100 M16-60
FRA 20/1400 M20-60
505529
505533
505534
▯
▯
▯
■
■
■
Reinforcement bar welded with the threaded part made of stainless steel A4.
TECHNICAL DATA
1
Approval
Item
Art.-No.
FIS-Rebar case Int
505942
Contents
Sales unit
DIBt ETA
—
■
[pcs]
8 x Cleaning brush, 5 x Extensions for cleaning brushes 40 cm long,
1 x SDS Chuck with internal thread M 8, 24 x Injection adapter,
1 x Cleaning hose complete, 1 x Brush control template, 8 x Cleaning nozzle,
1 x Marker tape, 1 x Digital thermometer, 1 x Protective goggles,
1 x Installation instructions (german, english, french, italian, spanish),
10 x Installation report, 2 x Flat spanner SW 7 and the relevant approvals
1
DISPENSER GUNS
Dispenser
FIS DC S
Dispenser
FIS AP
To order only
Item
Dispenser
FIS DP S-L
Adapted for
Dispenser
FIS DPS/XL
Performance data
Art.-No.
Sales unit
[pcs]
FIS DC S
FIS HB 345 S, FIS SB 390 S, FIS PB 360 S,
513423 FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150
C and Silicone cartridges
Charger DCC 4000
507791
Battery pack DC
507792
FIS AP
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB
058027 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150
C, FIS VW 360 S, FIS P 300 T, and 1K-cartridge
FIS DP S-L
511125
FIS EM 585 S
FIS AJ
016251
FIS V 950 S
FIS DPS/XL
512401
1500ml Shuttle cartridges i.e. FIS EM 1500
Use with charger DCC 4000 / battery pack DC
1
-
Charger 12 V // 230 V Euro plug
1
-
Battery pack 12 V // 2,0 Ah // Ni-MH
1
Recommended pressure 6 bar
Air compression Max. 40I/min
1
For the full range of Dispenser Guns please refer to page 39
78
Dispenser
FIS AJ
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
Recommended pressure 6 bar
air consumption Max 40I/min
1
1
1
Rebar connections
DISPENSER GUNS
Dispenser FIS AM
To order only
Item
Art.-No.
FIS DM S
511118
FIS AM
056052
FIS DM S-L
510992
Dispenser FIS DM S-L
Adapted for
Sales unit
[pcs]
FIS SB 390 S, FIS PB 360 S, FIS V 360 S, FIS HB 345 S, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S,FIS
P 360 S, FIS P 300 T and 1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS VT 300 T, FIS VS 150 C, FIS VW 360 S,FIS P 300 T
and 1K-cartridges
FIS EM 585 S
1
1
Chemical Fixings
Dispenser FIS DM S
1
ACCESSORIES
Cleaning brush with thread M
Colour
Items to order only
Item
Art.-No.
Brush for drill-Ø 12 mm
Brush for drill-Ø 14 mm
Brush for drill-Ø 16 mm
Brush for drill-Ø 18 mm
Brush for drill-Ø 20 mm
Brush for drill-Ø 25 mm
Brush for drill-Ø 30 mm
Brush for drill-Ø 35 mm
Brush for drill-Ø 40 mm
Brush for drill-Ø 45 mm
Brush for drill-Ø 55 mm
FIS brush extension
SDS Chuck with internal thread M 8
001490
001491
001492
001493
001494
001495
090063
090071
505061
506254
505062
508791
511961
white
blue
red
yellow
green
black
grey
brown
-
Length
Sales unit
[mm]
[pcs]
420
-
1
1
1
1
1
1
1
1
1
1
1
1
2
1
ACCESSORIES
Injection adapter for
drill Ø 12 - 25 mm
Extension tube
Injection adapter for
drill Ø 30 - 55 mm
Items to order only
Item
Injection-adapter (Ø 9) for drill-Ø 12 mm
Injection-adapter (Ø 9 for drill-Ø 14 mm
Injection-adapter (Ø 9) for drill-Ø 16 mm
Injection-adapter (Ø 9) for drill-Ø 18 mm
Injection-adapter (Ø 9 for drill-Ø 20 mm
Injection-adapter (Ø 15) for drill-Ø 20 mm
Injection-adapter (Ø 9) for drill-Ø 25 mm
Injection-adapter (Ø 15) for drill-Ø 25 mm
Injection-adapter (Ø 9) for drill-Ø 30 mm
Injection-adapter (Ø 15) for drill-Ø 30 mm
Injection-adapter (Ø 9) for drill-Ø 35 mm
Injection-adapter (Ø 15) for drill-Ø 35 mm
Injection-adapter (Ø 9) for drill-Ø 40 mm
Injection-adapter (Ø 15) for drill-Ø 40 mm
Injection-adapter (Ø 9) for drill-Ø 45 mm
Injection-adapter (Ø 15) for drill-Ø 45 mm
Injection-adapter (Ø 9) for drill-Ø 55 mm
Injection-adapter (Ø 15) for drill-Ø 55 mm
FIS Extension tube
Extension tube Ø 15 (1,9 m)
Art.-No.
Colour
Sales unit [pcs]
001497
001498
001499
001483
001506
001508
001507
001509
090689
090700
090699
090701
505077
505079
508909
508910
505078
505080
048983
001489
white
blue
red
yellow
green
green
black
black
grey
grey
brown
brown
-
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
79
Rebar connections
Chemical fixings
ACCESSORIES
Compressed air nozzle
Items to order only
Item
Art.-No.
Compressed air nozzle D12-D15
Compressed air nozzle D16-D19
Compressed air nozzle D20-D25
Compressed air nozzle D30-D35
Compressed air nozzle D40-D55
511956
511957
511958
511959
511960
Fits
Sales unit [pcs]
Drill diameter Ø 12 - 15 mm
Drill diameter Ø 16 - 19 mm
Drill diameter Ø 20 - 25 mm
Drill diameter Ø 30 - 35 mm
Drill diameter Ø 40 - 45 mm
2
2
2
2
2
LOADS
Injection system FIS V, FIS VS and FIS EM with Rebars from steel type BSt 500 S5)
Design resistant loads and permissible tensile loads1) 6) of a single post-installed Rebar in concrete C20/252).
For the design and planning the complete approval ETA - 09/0089 and ETA - 08/0266 have to be considered.
Rebar
1
Ø 8 mm
Ø 10 mm
Ø 12 mm
Ø 14 mm
Ø 16 mm
Ø 20 mm
Ø 25 mm
Ø 28 mm
Ø 32 mm
Ø 36 mm
Ø 40 mm
1)
2)
3)
4)
5)
Cracked or Non-cracked concrete
Max. design resistance
Max. permissible
for tensile load
tensile load
NRd,s3)
Nperm,s3)
Basic anchorage length4)
for FIS V, FIS VS
lb,rqd
Basic anchorage length4)
for FIS EM
lb,rqd
[mm]
[mm]
[mm]
[kN]
[kN]
378
473
567
662
756
945
1181
1323
-
378
473
567
662
756
945
1181
1323
1512
1701
1890
1800
1800
1800
1800
1800
1800
2000
2000
2000
2000
2000
21,9
34,1
49,2
66,9
87,4
136,6
213,4
267,7
349,7
442,6
546,4
15,6
24,4
35,1
47,8
62,4
97,6
152,4
191,2
249,8
316,1
390,3
The partial safety factors for material resistance as regulated in the European Standard EN 19921-1 as well as a partial safety factor for load actions of JL = 1,4 are considered.
The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15
up to C50/60. When using another concrete strength class the given basic anchorage length will
change.
When using the full steel capacity.
Basic anchorage length" according EN 1992-1-1, chapter 8.4.3 for concrete strength class
C20/25 for "good bond conditions"
Rebars with a characteristic yield strength fyk = 400 - 600 N/mm² according EN 1992-1-1
6)
7)
Max. permissible
embedment depth
max lv
Annex C,Table C.1 and C.2N are permitted. When using an other steel quality the given basic
anchorage length as well as the steel capacity (see foot note 3) will change.
Fixations with post-installed rebars with FIS V and FIS EM are permitted in dry and wet concrete
for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and best possible
drillhole cleaning according approval.
For determination of the installation measures (minimum concrete cover, spacings e.g.) as well
as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction
rules of the approvals.
LOADS
Injection system FIS V, FIS VS and FIS EM with Rebar anchor FRA5)
Highest permissible tensile loads1) 6) for a single Rebar anchor in concrete C20/252).
For the design and planning the complete approvals ETA - 09/0089 and ETA - 08/0266 have to be considered.
Type
FRA 12/900 M12
FRA 16/1100 M16
FRA 20/1400 M20
1)
2)
3)
4)
80
Cracked or Non-cracked concrete
Installation torque Max. design resistance Max. permissible
for tensile load
tensile load
Tinst
NRd,s3)
Nzul,s3)
Basic
anchorage length4)
lb,rqd
Max. effective
embedment depth
max lv
Max.
embedment depth
max le,ges
[mm]
[mm]
[mm]
[Nm]
[kN]
[kN]
567
756
945
800
1000
1300
900
1100
1400
50,0
100,0
150,0
49,2
87,4
136,6
35,1
62,4
97,6
The partial safety factors for material resistance as regulated in the European Standard EN 19921-1 as well as a partial safety factor for load actions of JL = 1,4 are considered.
The ETA-approvals for FIS V and FIS EM allow post-installed rebar connections in concrete C12/15
up to C50/60. When using another concrete strength class the given basic anchorage length will
change.
When using the full steel capacity.
Basic anchorage length according EN 1992-1-1, chapter 8.4.3 for concrete strength class C20/25
for „good bond conditions“
5)
6)
7)
Reinforcement bar BSt 500 S according EN 1992-1-1 Annex C,Table C.1 and C.2N.
Fixations with post-installed Rebars anchors FRA with FIS V and FIS EM are permitted in dry and
wet concrete for temperatures in the substrate up to +50°C (resp. short term up to 80°C) and
best possible drillhole cleaning according approval.
For determination of the installation measures (minimum concrete cover, spacings e.g.) as well
as an eventually required transverse reinforcement see EN 1992-1-1 and the general instruction
rules of the approvals.
Highbond anchor dynamic FHB dyn
The performance class amongst dynamic anchors
Tunnel ventilators
VERSIONS
APPROVALS
Chemical Fixings
Production robots
▪ zinc-plated steel
▪ high corrosion resistant steel
BUILDING MATERIALS
Approved for:
▪ Concrete C20/25 to C50/60,
cracked and non-cracked
1
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ During the setting process, the injection
resin FIS HB fills the annular gap in
the fixture, and ensures maximum
load distribution. This allows for the
absorption of dynamic alternating
loads.
▪ The cone shape of the FHB-A dyn rod
ensures controlled expansion under
dynamic stress, thus allowing for use in
cracked concrete.
▪ The FHB-A dyn is also available in
highly corrosion-resistant steel. This
makes it suitable for use in aggressive
atmospheres such as tunnels.
▪ The Highbond anchor dynamic system
can achieve even greater shear loads
due to the additional sleeve of the
anchor rod FHB-A dyn V and therefore
provides an increased level of safety.
▪
▪
▪
▪
▪
▪
▪
▪ The injection system suitable for
tensile zones consists of the Highbond
dynamic anchor rod FHB-A dyn and
the injection resin FIS HB.
▪ FHB dyn is approved for pre-positioned
and push-through installation.
▪ Extruding the resin causes the two
components to be mixed and activated
in the static mixer.
▪ The resin bonds the entire surface of
the anchor rod with the drill hole wall
and seals the drill hole.
▪ The centring sleeve positions the
anchor in the middle of the fixture, thus
ensuring a safe load application.
▪ The lock nut prevents the nut from
becoming loose.
Cranes
Mobile portal and ceiling cranes
Guide rails for elevators
Tunnel ventilators (jet fans)
Bridges for traffic signs
Antennas and transmitter masts
Industrial robots
PRE-POSITIONED INSTALLATION FHB DYN
PUSH-THROUGH INSTALLATION FHB DYN / FHB DYN V
81
Highbond anchor dynamic FHB dyn
Highbond anchor dynamic FHB-A dyn
highly
corrosion
resistant
steel
Art.-No.
C
zinc-plated
steel
Items to order only
Art.-No.
gvz
Item
FHB-A dyn 12 x 100/25
FHB-A dyn 12 x 100/50
FHB-A dyn 16 x 125/25
FHB-A dyn 16 x 125/50
FHB-A dyn 20 x 170/50
FHB-A dyn 24 x 220/50
092018
092019
092020
092036
092037
092038
Anchorage
depth
do
Drill depth
through
fixture
h0
hef
Min. - max.
Fixture
thickness
tfix
DIBt
[mm]
[mm]
[mm]
[mm]
[Ø mm]
[mm]
[pcs]
▯
▯
▯
▯
▯
▯
14
14
18
18
24
28
130
155
155
180
225
275
100
100
125
125
170
220
8 - 25
8 - 50
10 - 25
10 - 50
12 - 50
14 - 50
15
15
19
19
25
29
19
19
24
24
30
36
10
10
10
10
10
5
Approval
Chemical fixings
TECHNICAL DATA
—
—
—
093445 1)
—
—
Drill hole
diameter
Drill-hole Width across
diameter in
nut
object
df
 SW
Sales unit
1) Prices and delivery time on request.
1
TECHNICAL DATA
Highbond anchor dynamic FHB-A dyn V
zinc-plated
steel
Art.-No.
gvz
Item
do
td
hef
tfix
Drill-hole
diameter in
object
df
DIBt
[mm]
[mm]
[mm]
[mm]
[Ø mm]
[mm]
[pcs]
▯
▯
14
18
85
100
105
130
8 - 50
10 - 50
21
29
19
24
10
10
Approval
Items to order only
FHB-A dyn 12 x 100/50 V 092039
FHB-A dyn 16 x 125/50 V 092040
Drill hole
diameter
Drilldepth
Anchorage
depth
Min. - max. Fixture thickness
Width across nut
Sales unit
 SW
TECHNICAL DATA
Approval
Injection resin FIS HB 345 S +
static mixer FIS S
Item
Art.-No.
FIS HB 345 S
FIS Mixer red
033211
096448
Languages on the cartridge
Contents
Sales unit
D, GB, F, E, NL, CZ
—
1 cartridge 360 ml, 2 x static mixer FIS S
10 static mixer
DIBt
▯
—
[pcs]
CURING TIME - FIS HB
Cartridge temperature
FIS HB
(minimum + 5°C)
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
Gelling time
FIS HB
Temperature
at anchoring base
Curing time
15 min.
6 min.
4 min.
2 min.
‒ 5°C – ± 0°C
± 0°C – + 5°C
+ 5°C – +20°C
+20°C – +30°C
+30°C – +40°C
> +40°C
360 min.
180 min.
90 min.
35 min.
20 min.
12 min.
FIS HB
Please note: The curing times apply for dry anchoring bases, in damp anchoring bases they should be doubled. Remove water from drill hole.
82
6
10
Highbond anchor dynamic FHB dyn
FILLING QUANTITIES
Resin volume in scale units
shown on the cartridge labels‘ corresponding scale
Anchors per cartridge FIS HB 345 S *)
7
8
9
10
23
38
12
20
24
21
18
17
7
4
14
8
FHB-A dyn 12 x 100 / 25
FHB-A dyn 12 x 100 / 50
FHB-A dyn 16 x 125 / 25
FHB-A dyn 16 x 125 / 50
FHB-A dyn 20 x 170 / 50
FHB-A dyn 24 x 220 / 50
FHB-A dyn 12 x 100 / 50 V
FHB-A dyn 16 x 125 / 50 V
Chemical Fixings
Type
*) max. number with one static mixer
DISPENSER GUNS
Dispenser FIS DM S
To order only
Item
Dispenser FIS AM
Adapted for
Sales unit
Art.-No.
FIS DM S
511118
FIS AM
056250
[pcs]
FIS SB 390 S, FIS PB 360 S, FIS V 360 S, FIS HB 345 S, FIS EM 390 S, FIS VS 150 C, FIS VW 360 S,FIS P
360 S, FIS P 300 T and 1K-cartridges
FIS V 360 S, FIS HB 345 S, FIS HB 150 C, FIS VT 300 T, FIS VS 150 C, FIS VW 360 S,
FIS P 300 T and 1K-cartridges
1
1
1
DISPENSER GUNS
Dispenser
FIS DC S
Dispenser
FIS AP
Adapted for
To order only
Item
Performance data
Art.-No.
Sales unit
[pcs]
FIS DC S
FIS HB 345 S, FIS SB 390 S, FIS PB 360 S,
513423 FIS EM 390 S, FIS V 360 S, FIS P 300 T, FIS VS 150
C and Silicone cartridges
Charger DCC 4000
507791
Battery pack DC
507792
FIS AP
FIS V 360 S, FIS HB 345 S, FIS SB 390 S, FIS PB
058027 360 S, FIS HB 150 C, FIS EM 390 S, FIS VS 150
C, FIS VW 360 S, FIS P 300 T, and 1K-cartridge
Use with charger DCC 4000 / battery pack DC
1
-
Charger 12 V // 230 V Euro plug
1
-
Battery pack 12 V // 2,0 Ah // Ni-MH
1
Recommeneded pressure 6 bar
Air compression Max. 40I/min
1
For the full range of Dispenser Guns please refer to page 39
83
Highbond anchor dynamic FHB dyn
Chemical fixings
DRILL HOLE CLEANING ACCESSORIES
Cleaning brush BS for concrete
Item
BS ø 14
BS ø 16/18
BS ø 24
BS ø 28
For drill diameter
Brush diameter
[mm]
[mm]
14
16/18
24
28
16
20
26
30
Art.-No.
078180
078181
078182
078183
Fits to fixings
Sales unit
[pcs]
FHB-A dyn M12
FHB-A dyn M16
FHB-A dyn M20
FHB-A dyn M24
1
1
1
1
Compressed-air cleaning gun
Item to order only
Sales unit
Fits
Item
Art.-No.
Compressed-air cleaning gun ABP
059456
[pcs]
FHB-A dyn M20-M24
1
1
LOADS
Highbond anchor dynamic FHB dyn
Highest permissible loads for a single anchor1) 6) in concrete B25 resp. C20/254).
For the design the complete approval Z-21.3-1748 has to be considered.
Type
FHB dyn 12x100
FHB dyn 12x100 V
FHB dyn 16x125
FHB dyn 16x125 V
FHB dyn 16x125 C 5)
FHB dyn 20x170
FHB dyn 24x220
1)
2)
84
Min. member
thickness
hmin
Installation
torque
Tinst
[mm]
[mm]
[Nm]
[kN]
[kN]
[mm]
[mm]
100
105
125
130
125
170
220
200
200
250
250
250
340
440
40,0
40,0
60,0
60,0
60,0
100,0
120,0
14,1
14,1
23,0
23,0
15,6
28,1
28,9
6,7
9,6
11,9
17,0
11,9
17,0
22,2
100
100
100
100
100
150
180
100
100
100
100
100
150
180
The permissible loads apply for the design method II (unknown lowest load and unknown load
cycles). The partial safety factor for material resistance and the partial safety factor for action
regarding fatigue as regulated in the approval are considered. When using design method I higher
permissible loads may be possible. As an single anchor counts e.g. an anchor with a spacing s •
3 x hef and an edge distance c • 1,5 x hef. Accurate data see approval.
Minimum possible axial spacings resp. edge distance while reducing the permissible load.
3)
4)
5)
6)
Permissible
tensile load
∆Nzul3)
Cracked or Non-cracked concrete
Permissible
Min.
shear load
spacing
∆Vzul3)
smin2)
Effective
anchorage depth
hef
Min.
edge distance
cmin2)
For combinations of tensile loads, shear loads as well as reduced edge distances or spacings
(anchor groups) see approval.
For higher concrete strength classes up to C50/60 higher permissible loads may be possible.
Anchor rod FHB-A dyn-C made of highly corrosion-resistant steel of the corrosion resistance class
IV e.g. 1.4529
The given loads are valid for fixations in dry and humid concrete for temperatures in the substrate
up to +50°C (resp. short term up to 80°C) and best possible drillhole cleaning according approval.
fill & fix injection fixing
A versatile injection fixing
Chemical Fixings
Repairing damaged curtain rails
Repairing damaged curtain rails
BUILDING MATERIALS
▪ Concrete
▪ Vertically perforated brick
▪ Hollow block made from lightweight
concrete
▪ Cavity floor slabs made of brick,
concrete, etc.
▪ Perforated sand-lime brick
▪ Solid sand-lime brick
▪
▪
▪
▪
▪
Natural stone with dense structure
Panel building materials
Aerated concrete
Solid panel made from gypsum
Solid brick made from lightweight
concrete
▪ Solid brick
ADVANTAGES
APPLICATIONS
FUNCTIONING
▪ The fill & fix injection fixing works in
most building materials. As a result,
a number of applications can be
completed with just one product.
▪ Wood screws can be screwed directly
into the hardened injection fixing for
a fast and simple installation.
▪ The special formula compound
enables the screw to be screwed into
the injection fixing and removed so
components can be reattached to the
same point.
▪ fill & fix can be sanded, painted, and
is suitable for filling drill holes that are
no longer needed prior to painting.
▪ Repairing cracked or over-sized drill
holes
▪ Repairing broken furniture hinges etc.
▪ Fixing lightweight objects in difficult or
old building materials.
▪ Fixing lightweight objects in internal
and UV-protected external areas
▪ fill & fix is a 2-component, solventfree injection compound based on
polyurethane. It is applied into the drill
hole, where it foams lightly and sets
quickly.
▪ The increase in volume during the
setting process guarantees a secure
hold, even in old or difficult building
materials.
▪ After approx. 2 minutes, screws, hooks,
eye screws etc, with a diameter of up to
6 mm that are normally used in wood,
can be screwed into and removed from
the set material without pre-drilling.
▪ Use the perforated sleeves (included)
for hollow and board building materials.
1
INSTALLATION
TECHNICAL DATA
fill & fix Injection fixing
Items to order only
Item
fill & fix K (GB)
fill & fix (GB)
fill & fix Static mixer
Art.-No.
504429
503463
502735
Contents
1 cartridge 25 ml, 2 static mixer, 4 anchor sleeves, 2 extension tubes
1 cartridge 25 ml, 2 static mixer, 4 anchor sleeves, 2 extension tubes
6 static mixer
Languages on the cartridge Sales unit [pcs]
GB
GB
-
8
12
1
85
1
86
Chemical fixings
Decisive factors
Technical disclaimer / Decisive factors
This document is a factual record of anchor performance obtained under specific
conditions and does not constitute an endorsement of the suitability of the product for
any specific application. This responsibility remains with the customer.
The data given shall be used as a guide for assessment or anchor suitability. Even when
our advice is given in good faith it cannot be binding for this reason and we cannot accept
any liability for any anchor failure due to the wrong design, misuse or wrong installation.
For safety critical applications only anchors with an ETA or Zulassung German Approval
shall be used.
Chemical Fixings
Due to the complexity of building materials, tools, fixing elements and installation
techniques a comprehensive recommendation depends on full and detailed
understanding of specific site conditions.
For further product information please contact the fischer Technical Department:
Phone: 01491 827 920
E-mail: technical@fischer.co.uk
fischer fixings (UK) Ltd.
Whitely Road, Wallingford, Oxon, OX10 9AT.
We cannot be responsible for any errors, and we reserve the right to make technical and
range modifications without notice.
No liability is accepted for printing errors and omissions.
1
General Notice
The information in this brochure is intended for general guidance only and is given
without engagement. Additional information and advice on specific applications is
available from our Technical Support Team. For this however, we require a precise
description of your particular application.
All the data in this brochure concerning work with our fixings must be adapted to
suit local conditions and the type of materials in use.
If no detailed performance specifications are given for certain articles and types,
please contact our Technical Service Department for advice.
Phone: 01491 827 920
E-mail: technical@fischer.co.uk
87
01/2013
fischer fixings UK Ltd.
Whitely Road
Oxon OX10 9AT Wallingford
Great Britain
Phone (0044) 1491 827900
Fax
(0044) 1491 827953
E-mail [email protected]
www.fischer.co.uk
Technical Service
If you need any assistance, simply contact your local fischer
representative. For more specialised application problems
please contact our Technical Services Team.
Your dealer:
fischer fixings UK Ltd. Wallingford, Oxon, OX10 9AT.
Phone
e-mail:
01491 827 920
technical@fischer.co.uk
Technical Training
We also offer training seminars
suited to your individual needs and
requirements.
Please call the number above to find
out more
www.fischer.co.uk
Chemical fixings / 1 of 12 Product sections / 01/2013 · (V1) · Printed in the UK
Contacts