摘要
从结构设计的角度,论述了在主次梁相交节点,施工中出现的钢筋位置和混凝土保护层厚度相互矛盾的问题,在某些情况下还存在着操作可行性问题,介绍了对此问题当前较为实用的处理做法。
From strun.of bar and thickness of cocture design aspect the contradictory problems between the positioncrete protective cover at the joint of primary and secondary girders arc discussed. In certain situations practicable operation is steel existed. In the end proper treatment measures are introduced for this kind of problem.
出处
《山西建筑》
2005年第19期63-64,共2页
Shanxi Architecture
关键词
主次梁
节点
钢筋
有效高度
primary and secondary girders, joint, reinforcing bar, effective height
