复合剪力墙板抗剪承载力计算方法的探讨  

An Inquiry into Calculation Approaches of Shear Strength About Sandwich Wall Slab

作　　者：李升才[1] 江见鲸[1] 于庆荣 

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

出　　处：《建筑结构》2001年第9期32-33,27,共3页Building Structure

摘　　要：对CL(CompositeLight weight)体系中复合墙板的抗剪试验测得的抗剪承载力结果与各国理论公式计算值进行了对比分析 ,从而提出CL体系中复合剪力墙板的抗剪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剪承载力 ,或确定墙板的厚度和配筋。Compared with calculated values of theoretical formula in several countries, shearing strength results of shear test of composite wall slab with hidden frame (it is used in CL building system)are analyzed. A theoretical calculation formula of shearing 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 shearing strength about the composite shear wall slab can be calculated, or the thickness and reinforcement of the wall slab 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 抗剪承载力 计算公式 配筋 

分 类 号：TU398.2[建筑科学—结构工程]