摘要
论文针对现浇框架结构关键部位的钢筋安装技术,采用一种梁柱节点柱箍筋新型安装方法,相对于传统的预绑节点区箍筋笼方案,筋安装不需任何附加耗材,箍筋网片预先在加工场制作,现场装配式安装,简化工序,确保节点区柱箍筋不变形不偏位,具有良好的经济效益。
This article focuses on the installation technology of steel bars in key parts of castin-place frame structures,and adopts a new installation method for beam column node column stirrups.Compared to the traditional pre binding node area stirrup cage scheme,the installation of steel bars does not require any additional consumables.The stirrup mesh is pre made in the processing plant,installed on-site through assembly,simplifying the process,ensuring that the column stirrups in the node a rea do not deform or deviate,and has good economic benefits.
作者
程扬
CHENG Yang(China Railway Sixteen Bureau Group Urban Construction Development Co.,Ltd.,Beijing 100018,China)
出处
《工程质量》
2023年第12期9-12,共4页
Construction Quality
基金
中铁十六局集团科技研究开发计划项目(K2022-18B)。
关键词
框架
节点
柱箍筋
安装
frame
panel point
column stirrup
install
