Class D 400 kN type I — no load-bearing foundation required. The laying is carried out on a mechanically compressed base layer (= frost protection layer) and a blinding/levelling layer made of concrete.
Class F 900 kN, type M — structurally calculated reinforced concrete foundation required according to project engineer's specifications. When laying on the reinforced concrete foundation, the connection between channel and foundation must be produced using a suitable volume-stable sealing or grouting mortar, at least 2 cm thick, with quality at least C 25/30. When using a grouting mortar, the slot channel must be positioned and aligned on appropriate spacers. When backfilling the channel, it must be ensured that there is even insertion and continuous support of the channel (avoid backfilling from one side).
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Bonnie and clyde slot machine. Butt joints and sealing:
Covering surfaces and expansion joints:
IMPORTANT!
Anyone implementing this must ensure that there is no rigid connection between the adjacent road surface covering (foundation, base layer, cover) and the channel.
Bonnie and clyde slot machine. Butt joints and sealing:
Covering surfaces and expansion joints:
IMPORTANT!
Anyone implementing this must ensure that there is no rigid connection between the adjacent road surface covering (foundation, base layer, cover) and the channel.
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