Single-sided bridge slide - DOLRE H464 (TL5 according to MASH*)
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* determined by numerical computation
Unique design to meet architectural requirements
Fuse system:
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saving installation time
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preservation of the support (concrete)
The lowest transmitted efforts of the market:
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M=21 kNm
V=84 kN/post
Briefly ...
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Steel restraint systems are linear elements designed to straighten the path of vehicles. They are made by assembling steel components.
In accordance with NBN EN 1317-1/2/5, the performance are:
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Minimum containment level: H4b (=TL5)
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Maximum working widthe : Wn 6
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Vehicle intrusion = VIn 8
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Acceleration Severity Index (ASI) = ASI B
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The additional features are:
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Minimum distance between posts = 1,5 m
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To ensure the guardrail function, the overall height in relation to the concrete support = 1,40 m
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To limit the influence on the structure, the maximum space requirement between front and rear post face = 50 cm
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For aesthetic reasons, the longitudinal elements are tubes with a diameter of: 12 cm +/- 1 cm
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For aesthetic reasons, the connections between the longitudinal elements are not visible on the 180° front panel (the fixing points will only be located on the 180° rear panel)
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To limit or even avoid reinforcements, the forces transmitted by post are M=21 kNm, V=84 kN
