摘要
围绕预制装配式混凝土剪力墙结构节点连接形式及其承载力进行了研究,在简化施工工序的同时为建筑工业化与住宅现代化提供关键技术。分析了装配式剪力墙结构节点连接的几种常见形式,并且通过装配式混凝土墙抗压承载力的实验,分析得出其与现浇柱混凝土结构实用性相同但更具经济价值的结论。
This article focuses on the connection forms and bearing capacity of prefabricated prefabricated concrete shear wall structures. It simplifies construction procedures and provides key technologies for building industrialization and residential modernization. Several common forms of joint connection of prefabricated shear wall structure are analyzed,and through the experiment of compressive bearing capacity of prefabricated concrete wall,it is concluded that it has the same practicality but more economic value as cast-in-place concrete structure.
作者
杨帅
Yang Shuai(Jiamusi University School of Architecture and Engineering,Jiamusi 154007,China)
出处
《山西建筑》
2020年第4期48-49,共2页
Shanxi Architecture
