Combined Learning Objectives for Safer European Roads Practical Case 1 – Assessment Comments Prepared by: IRU with contributions from: www.formation-arrimage.com WP 4 Deliverable: 17, 18, 19 Last update: 29 July 2017 2 INDEX COMMENTS ON INSPECTION REPORT ............................................................................... 3 SAFE ALTERNATIVE SECURING ARRANGEMENT ................................................................. 8 3 COMMENTS ON INSPECTION REPORT Let us first see whether the type of vehicle used effectively contributes to cargo securing. In this case, no wall is used to block the goods. 4 Reference Description 10.5 Lashing points 10.5.1 Not capable of bearing required lashing forces Applicable? Minor Major Dangerous x x No lashing points are fitted on this type of trailer. Instead, the driver uses the outer edges (right picture) as attachment points. Note that if the control officer considers the strength of the outer frame is sufficient, its use could be accepted. 5 Reference Description 20.3 Load-restraint devices used 20.3.5 Use of the load-restraint wrong (e.g. absence of edge protection) 20.3.6 Fastening of the load-restraint devices inappropriate Less than 2/3 of required strength Applicable? Minor Major Dangerous x x x x x x Let us now assess the securing technique used. The chosen technique is the frictional method. For it to be effective, the equipment used must be appropriate and well fitted. In this case, the lashing’s hooks are unsuitable: it is strictly forbidden to use this type of hook (two-pronged, left picture) in this way. When tensioning the lashing, this hook may bend, and it may slip upon braking. There are other types of hooks suitable for this type of attachment (middle picture). We also see that the lashing is twisted (right picture), causing a significant loss of efficiency upon tensioning. 6 With the frictional technique, we need the following values to calculate the number of lashings required: - friction - STF value of the securing device - angle of the securing device relative to the platform - total mass to be secured The use of anti-slip mats can make all the difference by increasing friction. In this case, the absence of anti-slip mats means that the friction coefficient is 0.3 (sawn wood against metal). Note that in the case of a composite floor (wood and metal, in this example) the lowest value should be used (metal, in our example). In this case the securing equipment does all the work to prevent the load from moving, in the absence of anti-slip mats. 7 Reference Description 20.2 Friction (pressure) securing 20.2.1 Attainment of the required securing strengths 20.2.1.1 The required securing strengths are inadequate Less than 2/3 of required strength 10.5 Lashing points 10.5.2 Insufficient number Insufficient number for bearing required lashing forces Applicable? Minor Major Dangerous x x x x x x x x In this case, the type of hook used is incorrect and the blocks are not secured. Assuming, however, that the hooks would be suitable, let us now look at the lashings. The lashings are in good overall condition and the technical label indicates that they comply with the EN12195-2 standard. Let us calculate the number of lashings that would be needed to secure the load (if both the hooks and the lashing points were correct). The STF value on the technical label is 400 daN. Here the angle of the lashing is optimal (90°). The calculation result indicates that 16 lashings (against 3) would be needed for the 6-tonne block, and 19 (against 3) for the 7-tonne block: due to the sum of adverse criteria, the pressure force is insufficient to counter the inertial forces potentially affecting the load. Finally, let us not forget to correct the problem of the rafter (right picture) between the two blocks of stone. The low angle suggests that low pressure is applied and that securing is insufficient. Badly secured, it is also dangerous. 8 SAFE ALTERNATIVE SECURING ARRANGEMENT For cargo securing, the main thing is to secure the load properly, rather than to implement a particular technique. Below is an example of a solution (among others) which would have served to safely secure this load. Equipment used: Trailer with several lashing points 6 wide-base rafters supporting large masses with non-slip surface certified µ = 0.6 8 lashings with a capacity of STF 400 daN / LC 2500 daN 9 2 2000 kg slings serving as attachment points on the blocks (for the spring lashing technique) Edge protectors Securing technique used: Combination of spring and pressure lashing. For each block, a spring lashing made of 2 lashings and 1 sling counters the acceleration exerted forward, and a frictional securing made of 2 lashings pins down the load to prevent upward vertical acceleration (jolts caused by the road). Thanks to the rafters, the friction coefficient alone is sufficiently high to counteract rearward and sideward acceleration. 10 List of references: Annexes: For further information on the project please consult: www.euro-controle-route.eu/closer/
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