초록 ▼

The invention relates to a cast wall constituted by a succession of panels touching via their end edges and made by casting a binder in contiguous lengths of trench dug in the ground in line with one another, each panel including reinforcement, said wall further including link means between the rein

The invention relates to a cast wall constituted by a succession of panels touching via their end edges and made by casting a binder in contiguous lengths of trench dug in the ground in line with one another, each panel including reinforcement, said wall further including link means between the reinforcements in two contiguous panels. The link means (24, 44) are separate from the reinforcement (22, 42) and comprise an anchor element (24) having a first end fitted with at least one vertical first locking element (28, 30) and a second end engaged in one of said panels (22), and a link element (44) having a first end provided with at least a second locking element (46, 48) suitable for co-operating with the first locking element, and a second end engaged in the other one of said panels (42).

대표청구항 ▼

[ What is claimed is:] [1.] A cast wall comprising a succession of panels having end edges and touching via said edges and made by casting a binder into contiguous lengths of trench dug in the ground in line with one another, each panel having reinforcement with an end portion thereof, said wall fur

[ What is claimed is:] [1.] A cast wall comprising a succession of panels having end edges and touching via said edges and made by casting a binder into contiguous lengths of trench dug in the ground in line with one another, each panel having reinforcement with an end portion thereof, said wall further including link means between the reinforcement of two contiguous panels, said link means being separate from said reinforcement and comprising an anchor element in one of said panels and a link element in other one of the panels, each anchor element and each link element comprises a plurality of bars disposed substantially in horizontal planes, the free ends of the bars being secured to a vertical lock-forming sheet piling type element, at least a portion of the bars being separably engaged without direct mechanical linking in the end portion of the reinforcement of the panel, and the lock-forming sheet piling type element of the anchor element cooperating with the lock-forming sheet piling type element of the link element.