Structural design and production of modular concrete structures have so far been carried out one after the other as separate processes. The design specifies the boundary conditions to be met, such as dimensional tolerances. These must be adhered to by production, with dimensional deviations beyond the specified tolerances leading to reworking of the modules. The consequences are a pause in production and stagnant construction processes [1].
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Jan Stindt, Dr. -Ing. Patrick Forman and Prof. Dr.-Ing. habil. Peter Mark, Institute for Reinforced Concrete Structures, Ruhr-University Bochum, Germany Alex Maximilian Frey, Marvin Carl May and Prof. Dr.-Ing. Gisela Lanza, wbk - Institute for Production Technology, Karlsruhe Institute for Technology, Germany