装配式混凝土剪力墙竖缝连接技术研究进展  

Research progress on vertical joint connection technology of precast concrete shear wall

作　　者：张志平 金小壮 郭勇[2] Zhang Zhiping;Jin Xiaozhuang;Guo Yong(China National Petroleum Corporation Changqing Oilfield Longdong Oil and Gas Development Branch,Qingyang Gansu 745000,China;China National Petroleum Corporation Changqing Oilfield Branch Public Utility Department,Xi’an Shaanxi 710000,China)

机构地区：[1]中国石油天然气股份有限公司长庆油田陇东油气开发分公司,甘肃庆阳745000 [2]中国石油天然气股份有限公司长庆油田分公司公用事业部,陕西西安710000

出　　处：《山西建筑》2024年第14期79-82,共4页Shanxi Architecture

摘　　要：概括了装配式混凝土剪力墙的几种竖缝连接方式,着重从连接机理、适用范围、主要特点等方面进行了介绍;归纳了国内外装配式混凝土剪力墙竖缝连接试验研究概况,分别从剪切性能试验研究和抗震性能试验研究两个方面进行探讨;介绍了一种新型榫卯连接装配整体式剪力墙结构;最后,针对装配式混凝土剪力墙竖缝连接技术提出几点建议。Several vertical joint connection modes of precast concrete shear wall are summarized,and the connection mechanism,scope of application and main characteristics are mainly introduced;The general situation of experimental research on vertical joint connection of precast concrete shear walls at home and abroad is summarized,and the experimental research on shear performance and seismic performance are respectively introduced.A new type of integrated shear wall structure with mortise and tenon connection assembly is introduced.Finally,several suggestions are proposed for the vertical joint connection technology of precast concrete shear walls.

关 键 词：装配式混凝土剪力墙 竖缝 连接方式 抗剪承载力 

分 类 号：TU257[建筑科学—建筑设计及理论]