Abstract: An anchoring system for forming a non-releasable connection between a concrete component, has a reinforcement containing at least one steel bar mesh, and a steel component. At least one anchoring element formed of an anchor strip is cast into the concrete component in such a way that at least one connecting surface projects at least partially from the concrete component. This improves the loadability of the anchoring. For this purpose, the anchor strip has a number of recesses which extend at least partially into the concrete component and which are each traversed by at least one steel bar of the steel bar mesh.

Abstract: A protective system protects a wall of a building or container from impact loads. The protective system has a buffer layer which is arranged on the impact side of the wall of the building or container and absorbs the impact energy of the impact load predominantly by plastic deformation. The buffer layer contains a deformation lattice which is formed by a substantially regular arrangement of unit cells and has a number of lattice layers and the intermediate spaces in which are filled with a deformable damping material. Each of the unit cells is composed of a plurality of lattice struts which form the edges of a pyramid.