Single-sided bridge slide - DOLRE H241 (TL4 according to MASH*)
* determined by numerical computation
Outstanding design
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:
M=11 kNm
V=44 kN/post
Briefly ...
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: H2 (=TL4)
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Maximum working widthe : Wn 4
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Vehicle intrusion = VIn 3
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Acceleration Severity Index (ASI) = ASI B
The additional features are:
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Minimum distance between posts = 2 m
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To ensure the guardrail function, the overall height in relation to the concrete support ≥ 1,20 m
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To limit the influence on the structure, the maximum space requirement between front and rear post face = 47 cm
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For aesthetic reasons, the longitudinal elements are tubes with a diameter of: 10 and 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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In order to limit the number of sealing holes, the average number of anchors per meter of device = 1 pieces/m
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To limit or even avoid reinforcements, the forces transmitted by post are M=11 kNm, V=44 kN
Guardrail fonction:
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Handrail height at 1.2m.
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Filling preventing the passage of a 15cm diameter cylinder.
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CE certification of the entire system (slide + filling).