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GWS in action

In the middle of January, two of our colleagues used the residual prestressing force on a heavily loaded, critical screw connection of a wind turbine. This foundation is about 80 meters high, as the tower is a hybrid tower, with the first section (concrete) reaching from the ground up to 80 meters and the second section (steel) between 44-50 meters long is. Four plants were audited, accompanied by the quality assurance of the participating company, which asked us to be a reliable partner for the fitting technology.