Construction Joint With Reinforcement Connection With Shear Indentation For Force Transmission

Rebend connections enable the force-locked connection of two concreting sections. Due to the reinforcement box, the formwork shell does not need to be pierced, which reduces time and material costs.
Due to the indented design of the construction joint in longitudinal direction, highest load bearing capacities e.g. for the connection of a wall-type carrier, are achieved.

Rules (de)


Reinforcing steels ≤ ø 12 mm
Indentation in the element direction