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As Internet commerce explosively increases, the construction of large logistics buildings worldwide is exploding. Most of these buildings have the characteristics of long span and heavy loaded and use precast concrete components, a pin joint structure, for rapid construction. However, due to the construction safety and structural stability, the pin joint structure has many limitations in the erection of the PC (precast concrete) member, which increases the time and cost. The structural frame connected with steel joints between precast concrete components, called SMART frame, which solve these constraints and risks, have been developed. The objective of this study is to simulate the erection of steel connected precast concrete components for long span and heavy loaded logistics buildings. For this study, the authors select a case site erected by existing PC components, and then compare the results with the SMART frame erection simulations.

Erection Simulation of Steel Connected Precast Concrete Components for Logistics Buildings