摘要
某公租房项目应用纵肋叠合剪力墙结构体系,对传统装配式结构施工中钢筋套筒灌浆连接方式进行优化,实现免套筒连接。根据某公租房项目实践,详细论述了该体系在构件深化设计、施工工艺方法、施工工期、施工成本等方面与钢筋套筒灌浆连接方式装配式施工的比对总结,为装配式项目提供良好的借鉴意义。
In a certain public rental housing project,the longitudinal rib superimposed shear wall structure system is applied to optimize the reinforcement sleeve grouting connection mode in the construction of conventional fabricated structure,so as to realize sleeve free connection. Based on the practice of a certain public rental housing project,the paper discusses in detail the comparison and summary of the system with the prefabricated construction of reinforced sleeve grouting connection mode in terms of component deepening design,construction process method,construction period and construction cost,so as to provide a good reference for the prefabricated project.
作者
王得如
刘文刚
李海旭
张晨
耿晓桐
Wang De-ru;Liu Wen-gang;Li Hai-xu;Zhang Chen;Geng Xiao-tong
出处
《建筑技术开发》
2021年第23期3-5,共3页
Building Technology Development
关键词
纵肋叠合剪力墙
公租房项目
成本分析
longitudinal rib composite shear wall
public rental housing project
cost analysis