建筑结构学报2011，Vol.32Issue(6)：51-59,9.
竖向钢筋采用不同连接方法的预制钢筋混凝土剪力墙抗震性能试验
Tests on seismic behavior of pre-cast shear walls with various methods of vertical reinforcement splicing
摘要
Abstract
Quasi-static tests of five reinforced concrete shear wall specimens with aspect ratio of 2.25 are introduced in this paper.Among the five specimens, one was cast-in-place wall specimen, and other four were pre-cast wall specimens with different methods of vertical reinforcement splicing.The test results indicate that the failure mode of the pre-cast wall specimens is the same as that of the cast-in-place wall specimen, i.e., tensile yield of the vertical reinforcements in the boundary elements and compressive failure of concrete at the wall bottom.The sleeve-mortar splicing transfers stresses of vertical reinforcement effectively.The specimen with stirrup splicing has in-plane slide between the pre-cast wall and the cast-in-place part, which has the minimum values of ultimate drift ratio and energy dissipation capacity among the five specimens.The ultimate drift ratios of all specimens are larger than 1/100.The measured compression-flexural strength of the pre-cast wall specimens are larger than the current code calculated value.Based on the test results, recommendations on further studies of pre-cast shear walls are proposed.关键词
预制钢筋混凝土剪力墙/套筒浆锚连接/套箍连接/拟静力试验/抗震性能Key words
pre-cast shear wall/ sleeve-mortar splicing/ stirrup splicing/ quasi-static test/ seismic behavior分类
建筑与水利引用本文复制引用
钱稼茹,杨新科,秦珩,彭媛媛,张景明,李建树..竖向钢筋采用不同连接方法的预制钢筋混凝土剪力墙抗震性能试验[J].建筑结构学报,2011,32(6):51-59,9.基金项目
北京市科技计划课题(Z10110602231003). （Z10110602231003）
