摘要
由于目前没有钢筋混凝土结构钢筋细部节点统一作法,在节点钢筋设计时易出现钢筋配筋率过大或钢筋锚固不足等现象。根据施工现场部分钢筋节点作出了相应的受力分析及对不利因素的解决办法,对工程中节点钢筋的设计与施工进行了探讨。
As no uniform method has been formed yet for the joint re-bar of RC structure presently, over reinforcement or less reinforcement may occur in the joint rebar design. The design and construction of joint re-bar in engineering is discussed according to the load analysis on some site joint rebar and the solution of adverse factors.
出处
《建筑技术》
北大核心
2006年第11期819-820,共2页
Architecture Technology
关键词
框架
节点
钢筋
设计
frame
joint
re-bar
design
