复合剪力墙板抗弯承载力计算方法的探讨  

An Inquiry into Calculation Approaches of Bending Strength about Composite Shear Wall Slab

作　　者：李升才[1] 江见鲸[1] 于庆荣 

机构地区：[1]清华大学,北京100084 [2]中建新建筑体系有限公司,天津300191

出　　处：《结构工程师》2001年第3期35-40,共6页Structural Engineers

摘　　要：本文对CL(CompositeLight weight)体系中复合墙板抗剪试验测得的极限承载力与理论公式计算的抗弯承载力进行了对比分析 ,提出CL体系中复合剪力墙板的抗弯承载力理论计算公式 ,并由试验结果确定了公式中的系数。应用该公式可计算复合剪力墙板的极限抗弯承载力 ,或确定暗桩的大小和配筋。In this paper, compared with bending strength values calculated by theoretical formula, ultinate strength results of shear test of composite wall slab with hidden frame (it is used in CL building system) are analyzed, thus a theoretical calculation formula of bending strength about composite shear wall slab in CL building system is put forward, and coefficients in the formula are determined by test results. Using this formula, ultimate bending strength about the composite shear wall slab can be calculated, or the size and reinforcement of embedded column can be determined, therefore composite wall slab in CL building system can be designed properly and rationally.

关 键 词：复合剪力墙板 抗弯承载力 计算 

分 类 号：TU311.4[建筑科学—结构工程]