装配式剪力墙竖向接缝形式介绍及相关研究  

Introduction and Related Research on Vertical Joint Form of Assembled Shear Wall

作　　者：董超 颜孙杰 赵士瑞 刘泓睿 DONG Chao;YAN Sun-jie;ZHAO Shi-rui;LIU Hong-rui(School of Civil and Transportation Engineering,Beijing University ofCivil Engineering and Architecture,Beijing 100044,China)

机构地区：[1]北京建筑大学土木与交通工程学院,北京100044

出　　处：《工程建设与设计》2024年第1期39-41,共3页Construction & Design for Engineering

摘　　要：装配式剪力墙结构中,竖向接缝是影响墙体刚度和承载能力的重要因素,为更加深入地了解不同接缝形式及构造特点,论文对装配式剪力墙竖向接缝的不同连接形式进行介绍,并结合已有的装配式剪力墙结构设计和新型连接形式的研发对各连接形式的优缺点及相关连接性能进行归纳总结。In the assembled shearwall structure,the vertical joint is an important factor affecting the stiffness and bearing capacity of thewall.In order to further understand the different joint forms and structural characteristics,this paper introduces the different connection forms of the vertical joints of the assembled shearwall,and summarizes the advantages and disadvantages of each connection formand the related connection performance based on the existing subsequent design of the assembled shearwall structure and the development of new connection forms.

关 键 词：装配式剪力墙 竖向接缝 连接形式 

分 类 号：TU398.2[建筑科学—结构工程]