Detail - Figure 01
PAGE 70
steel support
to screw in concrete
and ICF block
E 01
E 04
concrete ceiling
E 01
All dimensions are given in mm
VARIANT-HAUS
Auxiliary bearing for concrete filling and accurate construction
ANNEX: 24
PAGE 71
500
625
470
Detail - Figure 02
2.5
50
1575
500
2300
500
50 x 50
600
13
50
2.5
10
230
50 x 50
U 40 x 10
50
100
700
2
900
100
All dimensions are given in mm
VARIANT-HAUS
Steel scaffold for accurate construction and concrete filling
ANNEX: 24
Detail - Figure 03
PAGE 72
E 04
concrete ceiling
750
ground level
E 01
12
12 vertically (steel bars)
110
8 horizontal (steel bars)
pavement
isolation
foundation
2x 12
All dimensions are given in mm
VARIANT-HAUS
starterbars and standard reinforcement (celler wall)
(must be in accordance with static engineer)
ANNEX: 25
Detail - Figure 04
PAGE 73
2x
6
90
600
E 01
55
cut out the ICF block
A
N 11A+B
A-A
250
55
140
2x 10
2x 10
E 01
cut out the ICF block
250
E 01
2x 6
E 01
All dimensions are given in mm
VARIANT-HAUS
Corner joint of outer walls
ANNEX: 26
A
Detail - Figure 05
PAGE 74
brick joint
240 (inner wall)
cut out the EPS from ICF block
2x 10
steel bar is placed in each motar joint before concrete filling
120
6
E 01
600
250 (outer wall)
Alternative:
240 (inner wall)
brick joint
1x 10
- cut out the EPS after concrete filling
E 01
- before filling put the hollow punch in all rows (every 25cm)
250 (outer wall)
All dimensions are given in mm
VARIANT-HAUS
Joint of outer wall with normal bricks (inner wall)
ANNEX: 27
PAGE 75
2x
6
500
Detail - Figure 06
500
150
cut out EPS from both ICF blocks
E 09
(E 01 element + E 09 element)
250 (outer wall)
All dimensions are given in mm
VARIANT-HAUS
Joint of outer wall with 15cm inner wall elements
ANNEX: 28
(inner wall)
E 01
Detail - Figure 07
PAGE 76
A-A
N 11B
250
E 01
N 11A
concrete
500
E 01
E 01
N 11A+B
250
N 11A+B
A
A
8x 10
cut out the EPS from ICF block (2x)
100
250
250
250
2x
steel bars depend of the local static
All dimensions are given in mm
VARIANT-HAUS
Reinforcement of a pilaster
(must be in accordance with static engineer)
ANNEX: 29
Detail - Figure 08
PAGE 77
250
A-A
concrete
250
E 01
N 11A+B
250
E 01
500
16x 10
A
A
remove EPS from ICF block at the top
(4x)
and bottom edges to the ties leve
250
370
250
2x
250
steel bars depend of the local static
All dimensions are given in mm
VARIANT-HAUS
Reinforcement of a pilaster
(must be in accordance with static engineer)
ANNEX: 30
Detail - Figure 09
PAGE 78
250
250
150
250
250
250
50
250
50
250
250
250
250
250
250
250
250
250
250
50
150
50
All dimensions are given in mm
VARIANT-HAUS
Detail 25cm block E 01
Outside corner for 25cm wall
ANNEX: 31
Detail - Figure 10
PAGE 79
100
250
250
N 11A+B
N 20
FIRST LAYER
250
50
150
350
150
HCE 3
250
250
cut out the ICF block
250
250
N 20
350
250
HCE 3
N 11A+B
250
N 20
250
250
350
100
350
250
250
cut out the ICF block
N 20
SECOND LAYER
150
150
50
All dimensions are given in mm
VARIANT-HAUS
Detail 35cm block N 20
Outside corner for 35cm wall
ANNEX: 32
Detail - Figure 11
PAGE 80
250
100
N 11A+B
N 20
1250
350
FIRST LAYER
900
cut out the ICF block
HCE 3
E 01
1250
N 20
E 01
N 20
150
100
150
350
HCE 3
N 20
cut out the ICF block
SECOND LAYER
350
900
All dimensions are given in mm
VARIANT-HAUS
Detail 35cm block N 20
Inside corner for 35cm wall
ANNEX: 33
350
150
150
50
250
50
N 11A+B
Detail - Figure 12
PAGE 81
100 100
250
2x HCE 3
250
250
N 11A+B
N 30
250
50
150
450
250
FIRST LAYER
250
cut out the ICF block
N 30
450
450
250
N 11A+B
N 30
250
250
450
100 100
2x HCE 3
250
250
cut out the ICF block
N 30
SECOND LAYER
250
150
50
All dimensions are given in mm
VARIANT-HAUS
Detail 45cm block N 30
Outside corner for 45cm wall
ANNEX: 34
Detail - Figure 13
PAGE 82
250
100 100
N 11A+B
N 30
1250
450
FIRST LAYER
cut out the ICF block
800
2x HCE 3
E 01
N 30
50
150
250
450
1250
E 01
N 30
250
100 100
450
150
250
50
N 11A+B
2x HCE 3
N 30
cut out the ICF block
SECOND LAYER
450
800
All dimensions are given in mm
VARIANT-HAUS
Detail 45cm block N 30
Inside corner for 45cm wall
ANNEX: 35
Detail - Figure 14
PAGE 83
cut out EPS from both ICF blocks ~7cm
150
E 01
E 09
(E 01 element + E 09 element)
50
150
50
250 (outer wall)
cut out EPS from both ICF blocks
E 09
(E 01 element + E 09 element)
50
150
50
250 (outer wall)
All dimensions are given in mm
VARIANT-HAUS
25cm bearing wall (E 01) with 15cm non-load bearing wall (E 09)
- Bonding -
ANNEX: 36
(inner wall)
E 01
150
40 70 40
SECOND LAYER
(inner wall)
40 70 40
FIRST LAYER
Detail - Figure 15
PAGE 84
FIRST LAYER
50
150
N 20
250 (inner wall)
50
E 01
cut out EPS from ICF block (N 20)
150
150
50
350 (outer wall)
SECOND LAYER
150
HCE 3
50
N 11A+B
cut out EPS from ICF block (E 01)
E 01
N 20
All dimensions are given in mm
VARIANT-HAUS
35cm bearing wall (N 20) with 25cm bearing wall (E 01)
- Bonding -
ANNEX: 37
250 (inner wall)
50
N 20
Detail - Figure 16
PAGE 85
FIRST LAYER
50
150
N 30
250 (inner wall)
50
E 01
cut out EPS from ICF block (N 30)
250
150
50
450 (outer wall)
SECOND LAYER
150
2x HCE 3
50
N 11A+B
cut out EPS from ICF block (E 01)
N 30
All dimensions are given in mm
VARIANT-HAUS
45cm bearing wall (N 30) with 25cm bearing wall (E 01)
- Bonding -
ANNEX: 38
E 01
250 (inner wall)
50
N 30
Detail - Figure 17
PAGE 86
lintel block E 03 / N 23
A
A
E 05 + concrete ceiling (inner wall)
250
250
250
LRM = 2,55m
250
250
250
250
5 200
E 04 / N22 (outer wall)
250
250
250
B
E 01 / N 20
50
A
E 01
Closing elements N 11A+B / N 12 in each layer
Opening B
N 11A+B / N 12
Cut out the EPS on the bottom (right & left)
N 20
50
A
E 03
E 01
N 23
N 20
- before concrete filling you must bearing the lintel element E 03
- reinforcement (steelbars or steel beams) must be in accordance with static engineer
All dimensions are given in mm
VARIANT-HAUS
Door openings with element E 03
ANNEX: 39
Detail - Figure 18
PAGE 87
ceiling element E 04 / N 22
lintel block E 03 / N 23
A
250
250
5 200
A
250
250
Closing elements N 11A+B / N 12 in each layer
250
250
250
250
LRM = 2,55m
250
250
B
E 01 / N 20
50
E 01 / N 20
Opening B
A
E 03 / N 23
50
A
N 11A+B / N 12
Cut out the EPS on the bottom (right & left)
E 03 / N 23
- before concrete filling you must bearing all lintel elements
- reinforcement (steelbars or steel beams) must be in accordance with static engineer
All dimensions are given in mm
VARIANT-HAUS
Window openings with elements E 03, N 23
E 01 / N 20
ANNEX: 40
Detail - Figure 19
PAGE 88
concrete ceiling
concrete ceiling
50
(N 22)
250
E 04
200
E 01
E 05
250
E 03
(N 23)
250
N 11B
E 03
N 11A
250
N 11B
E 01
N 11A
250 (350 / 450)
250
(outer wall)
(inner wall)
All dimensions are given in mm
VARIANT-HAUS
Detail lintel and ceiling element
ANNEX: 41
Detail - Figure 20
PAGE 89
E 01
N 20
E 04
N 22
concrete ceiling
E 03
N 23
E 01
N 20
250
concrete ceiling
350
N 30
N 22
concrete ceiling
2x HCE 3
N 23
N 30
450
All dimensions are given in mm
VARIANT-HAUS
System sectional drawing
25cm wall, 35cm wall, 45cm wall
ANNEX: 42
PAGE 90
250
Detail - Figure 21
E 01
N 11A+B / N12
N 20
450
350
N 11A+B / N12
N 11A+B / N12
N 30
(cut 5cm after concrete filling)
250
350
450
250
N 23
250
E 03
250
HCE 3
N 23
VARIANT-HAUS
Windows fixing details
25cm wall, 35cm wall, 45cm wall
250
250
250
All dimensions are given in mm
250
250
250
HCE 1
Detail Passive house
ANNEX: 43