Techniques
Diaphragm wall
A diaphragm wall is a reinforced concrete wall that is made in situ. The trench is prevented from collapsing during excavation, reinforcing and casting by the use of supporting bentonite slurry. The slurry forms a thick deposit (the cake) on the walls of the trench which balances the inward hydraulic forces and prevents water flow into the trench. A slurry made of polymers can also be used.
Trench stability is maintained by the use of panels of a length not exceeding about 7 m, although this can vary according to the type of soil and the neighbouring ground.
When existing buildings are alongside, the minimum distance between the main surface of the building, including its foundations, and the external panel of the wall being built will be equal to the thickness of the guide-wall.
When a panel has been excavated, the reinforcing cage is lowered into the trench, which is filled with slurry that has been pre-treated to minimise ground particles in suspension.
To make the panels, the trench is then filled with concrete from the bottom up, using tremie pipes.
.The joint between two panels can be constructed in two different ways:
- using a CWS steel formwork section that will provide a sealing system between the panels and will provide guidance for the excavation grab.
- With the hydrofraise, it is possible to bite into in the concrete of the adjacent primary panels, thus making a direct concrete to concrete interlock.
The conventional widths of diaphragm walls are: 0.50 m, 0.60 m, 0,.80 m, 1.00 m, 1.20 m and 1.50 m.
Download the Diaphragm Wall and Barrettes Brochure
Parois moulées & Barrettes va.pdfRéalisations
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Voyage au coeur de l'ingénierie de pointe
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