Diaphragm wall methods

Trench cutters are especially used in hard or very hard soil conditions and with large trench depths. With this method, cutting wheels loosen the existing material, which is mixed with the slurry in the trench. A mud pump anchored in the cutting frame transports the material dissolved in the slurry upwards. Then the loaded slurry passes through a desanding plant. During this step, the solids are separated from the support slurry. At the same time, the slurry is pumped back into the slurry circuit for reuse and is made available again. The excavation of the slurry-supported trench continues without interruption during this time. TRecord depths of more than 250 m have already been achieved with the BC cutters from Bauer. 

With the DHG (Diaphragm Hydraulic Grab) method, excavation is carried out in cycles. A cycle consists of inserting the grab into the trench, loosening the soil at the base and removing the dissolved soil material. Here as well, a support slurry stabilizes the open trench. After the trench is completed, joint elements and the reinforcement cage are inserted into the trench, which is concreted in an additional step. The slurry which is displaced in the process passes through the desanding plant and is fed into the slurry circuit to be reused. With Bauer’s DHG V diaphragm wall grab, trench lengths of up to 3,800 mm and trench widths of up to 1,500 mm are possible.