In cases of cracked concrete of a load-bearing frame, the crack widens.
It exhibits fluctuations in its width. The cause of these deformations can be temperature load, stress conditions, subsidence, constraints. To cover these additional tensile stresses, specialized local intervention is required.
Specialized steel plates of the Béton Plaqué type, a technique introduced by professors Tassios and L’Hermite. These plates are also called blades. Their thickness is 2 millimeters. Anchoring is achieved by nails in combination with 2-component epoxy resin bonding.
