RSK-E-wall shoes are fastening components that are used with RPP-E-base bolts to create tension resisting connections across joints between two precast wall elements or between precast wall element and a site cast structure. Compression stresses are transferred directly across the grout filled joint. Shear stresses along the joint are transferred by friction or by additional installed shear studs for this purpose. Tension stresses developed at the joint are transferred within the wall, via reinforcement, to the next wall joint above and below.

Approvals

Finland: 5B EC2 168
Norway: EN 1090
Sweden: EN 1090