摘要
针对建筑结构中混凝土梁截面宽度比柱型钢翼缘宽度小的情况,提出混凝土梁内主筋穿过型钢混凝土柱内型钢翼缘连续配置的超规范节点形式,探讨型钢混凝土柱型钢翼缘开孔缺损率的限值、开孔后的补强方式及计算方法等有待解决的问题。
In view of the fact that the width of the cross section of RC beam is smaller than the width of a steel flange of the column, in order to have a continuous collocation, the reinforced steel of the beam must through the steel flange. It was discussed the limit value of opening on the flange, reinforced form of the opening and their ealculation methods etc.
出处
《钢结构》
2009年第6期18-21,共4页
Steel Construction
基金
江苏省建设厅应用研究项目(JS200031)
关键词
型钢混凝土
翼缘开孔
限值
steel reinforced concrete
opening on flange plate
limit value
