The on-site installation is carried out with the developed climbing construction by the company Drössler GmbH Umwelttechnik from Siegen. The bias of the precast concrete parts is implemented via external power cable extending along the inner wall of the tower. The high-strength concrete allows shorter production times and an appearance in architectural concrete.
With reference to the figures, the design of the clamping system is illustrated wherein by using a 3D model of each clamping member is checked. The stress changes on the bending pressure and flexural tension side be analyzed in response to the applied bending moment and evaluated in diagram form.