Abstract: A foundation extension procedure is disclosed, of the type used in the extension of large structures, and especially its use in the reinforcement of existing wind turbine farms, founded in the earth, which uses an overlaid beams structure on the existing foundation and bonded to it, supported by new, smaller peripheral foundations, creating a new foundation capable of supporting a larger structure, which uses the old foundation as ballast. The main advantage of this procedure is that it allows a quick and economical installation, minimizing the environmental impact, reusing both the existing foundation and most of the complementary infrastructures in the case of wind turbines, achieving a new, larger and stronger foundation, completely integrated in the environment.

Abstract: An anchor for self-climbing structure of the type used on vertical or near-vertical concrete surfaces that uses metal inserts in the precast concrete tower and interlocking spikes in the self-climbing structure that are provided with rotary and rocking movement is disclosed. The anchor affords the main advantage of minimising tensile and shear loads on the concrete of the tower with maximum contact and optimum load distribution, while also achieving self-correction of possible coupling positioning and alignment errors. All of this results in improved delivery and distribution of the loads from the climbing device to the concrete wall and general structure that allows larger sized loads to be lifted and withstood than existing devices.