Author(s)

Lili Hu, Xiaoqiang Gao

Corresponding Author

Lili Hu

Abstract

Pouring concrete of composite shear wall with steel tubes and filled concrete is tested in this paper. Conclusions are as follows: In case of pouring concrete height not exceeding 9m, the deformation and stress of steel tube is small; in the hardened concrete process, the deformation of steel tube reduces, and stress of steel tube dissipates. By only changing slump and aggregating diameter, ordinary concrete cannot guarantee concrete quality without vibration.

Keywords

Composite shear wall with steel tubes and filled concrete, Pouring Concrete, Deformation of steel tube.