砖砌体和钢筋混凝土构造柱组合墙承载力分析  

Analysis on bearing capacity of the composite wall with brick masonry and structural reinforced concrete column

作　　者：陆文斌[1] 权宗刚[1,2] 浮广明[1] 

机构地区：[1]西安建筑科技大学土木学院,陕西西安710055 [2]西安墙体材料研究设计院,陕西西安710061

出　　处：《砖瓦》2012年第9期5-9,共5页Brick-tile

基　　金：国家"十二五"科技支撑计划课题:节能烧结类墙体材料成套应用技术研究(课题编号:2011BAJ04B01);陕西省科技计划项目:"烧结保温空心砌块砌体构造与节能技术"(项目编号:2010KJXX03)

摘　　要：主要对砖砌体和钢筋混凝土构造柱组合墙的轴心受压、偏心受压、抗震抗剪承载力进行分析,简述国内相关研究成果和我国新颁布的国家标准《砌体结构设计规范》(GB50003-2011)中组合墙承载力的计算方法。最后建议加强组合墙偏心受压以及开洞组合墙试验研究,为完善砌体结构规范组合墙基本理论与计算方法提供试验依据。This paper mainly analyzes the axial compression capacity, eccentric compression capacity, seismic shear capacity of the composite wall with brick masonry and structural reinforced concrete column, briefly describes relevant domestic research and calculation of the bearing capacity of composite wall in the newly national standards for design of masonry structures （GB 50003-2011）. Finally in order to improve and perfect the basic theory and calculation method, it proposes that experimental study on eccentric compression of the composite wall and the composite wall with opening should be strengthened.

关 键 词：组合墙 轴心受压 偏心受压 抗剪强度 

分 类 号：TU227[建筑科学—建筑设计及理论]