预制混凝土剪力墙结构体系的研究现状与改进策略  

Research advance and improvement strategy of precast concrete shear wall structure system

作　　者：汪梦甫[1] 杨惠迪 Wang Meng-fu;Yang Hui-di(College of Civil Engineering,Hunan University,Changsha 410082,China)

机构地区：[1]湖南大学土木工程学院,湖南长沙410082

出　　处：《工程抗震与加固改造》2020年第1期1-9,共9页Earthquake Resistant Engineering and Retrofitting

基　　金：国家自然科学基金资助项目(51578225)。

摘　　要：预制装配式混凝土剪力墙是我国近年来研究发展的重要结构体系,符合建筑可持续发展的战略目标。本文综述了近年来我国在预制装配式混凝土剪力墙领域的研究成果,对预制混凝土大板剪力墙、预制混凝土叠合板剪力墙和带暗支撑预制叠合剪力墙结构的研究历程、连接措施和各项性能进行了归纳和总结,指出了目前预制混凝土剪力墙结构体系研究中存在的问题并提出相应改进策略。Prefabricated concrete shear wall is the key topic of research and development in China in recent years,which is in line with the development strategy of sustainable development in China.In this paper,the research advance in the field of precast assembled concrete shear wall in China in recent years is reviewed,the research history,connection measures and properties of precast concrete slab structure,precast concrete composite shear wall and prefabricated laminated shear wall structure with concealed bracing are summarized,and the existing problems in the research system of precast concrete shear wall structure are revealed and the corresponding improvement strategies are proposed.

关 键 词：预制装配式 大板剪力墙 叠合剪力墙 暗支撑 

分 类 号：TU756[建筑科学—建筑技术科学]