夹芯节能墙砌体抗剪性能的试验研究  

Experimental Research on Shear Bearing Behavior of Sandwich Energy-Saving Masonry Walls

作　　者：尚建丽[1] 范飞飞[1] 杨光[1] 

机构地区：[1]西安建筑科技大学建筑材料研究所,西安710055

出　　处：《建筑科学》2009年第9期21-23,共3页Building Science

基　　金：国家十一五科技支撑计划<节能复合墙体研究>(2006BAJ02B01)

摘　　要：对烧结装饰多孔砖夹芯复合墙砌体抗剪强度进行了试验,分析了两个强度等级水泥砂浆和两种不同形式拉接筋试件的抗剪及其破坏特征,从而为夹芯复合墙体结构技术规程的编制提供依据。In this paper, the shear bearing behavior of the sandwich composite masonry wall with sintered decorative porous bricks was tested, the shear bearing behavior and deformation character of the sandwich composite masonry wall are analyzed according to two different forms of widening access steel. And the design strength index of shear is given, The paper can provide a basis for the specification for the sandwich composite wall.

关 键 词：夹芯墙体 抗剪性能 拉接件 

分 类 号：TU364[建筑科学—结构工程] TU522.3