摘要
在劲性钢筋混凝土配筋设计时较少考虑交叉梁的钢筋冲突、钢筋弯钩锚固及钢骨开孔。以具体工程为例,对穿筋孔直径的确定,钢柱箍筋孔位置确定,钢柱的梁筋孔位置确定,钢梁箍筋孔、拉钩孔位置确定,钢梁的柱纵筋孔位置确定提出了建议。
Mutual obstruction of steel bar, hooked steel bar anchorage and perforation on steel skeleton are seldom considered during design of steel bar for rigid reinforced concrete. An engineering project is taken for example to make suggestions for determination of diameter of steel bar perforating hole, position of steel column hooped reinforcement hole, position of beam reinforcement hole of steel column, position of hooped reinforcement hole and draw hook hole of steel beam and position of longitudinal column reinforcement hole of steel beam.
出处
《建筑技术》
2012年第11期1049-1050,共2页
Architecture Technology
关键词
劲性钢筋混凝土
空间转换
钢筋
穿筋孔
rigid reinforced concrete
space conversion
steel bar
steel bar perforating hole
