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A platform for research: civil engineering, architecture and urbanism
Steel-concrete structure beam-column joint connecting method
The invention relates to the technical field of building construction, in particular to a steel-concrete structure beam-column joint connecting method which can enable a steel bar with a hook and a stress bar to easily penetrate through a kidney-shaped hole, guarantee the integrity of the whole stress bar, perform construction under the condition that the stress bar is not cut off, and guarantee the stress performance. The reinforcing plates and the lap joint plates are arranged on the two sides of the web of the H-shaped steel to achieve the reinforcing effect, the problems that due to rib penetrating, the local rigidity of the joint is suddenly changed, and the bearing capacity of the H-shaped steel is reduced are solved, meanwhile, when the number of beam ribs is too large, steel bars which cannot penetrate through kidney-shaped holes are welded to the upper surfaces of the rib lap joint plates in a double-face welding mode, and the connecting strength is guaranteed; and according to design requirements, the H-shaped steel is improved in a manufacturing site and then transported to a construction site to be directly installed and used, the construction procedures of the construction site are optimized, the construction progress is accelerated, and the construction efficiency is improved.
本发明涉及建筑施工技术领域，具体是一种钢混结构梁柱节点连接方法，可将带有弯钩的钢筋以及受力筋轻松穿过腰形孔，保障整根受力钢筋的完整度，在不掐断的情况下进行施工，保障受力性能；H型钢腹板两侧设置加强板和搭接板起到加强作用，减小穿筋造成的节点局部刚度突变和H型钢承载力降低等的题，同时，当梁筋数量过多，无法穿过腰形孔的钢筋，通过双面焊的方式，焊接在搭筋板上表面，保证连接强度；施工简便、快捷，根据设计需求，将H型钢在制作场地进行改进，之后运至施工地点直接安装使用，优化施工现场的施工工序，加快施工进度，提高施工效率。
Steel-concrete structure beam-column joint connecting method
The invention relates to the technical field of building construction, in particular to a steel-concrete structure beam-column joint connecting method which can enable a steel bar with a hook and a stress bar to easily penetrate through a kidney-shaped hole, guarantee the integrity of the whole stress bar, perform construction under the condition that the stress bar is not cut off, and guarantee the stress performance. The reinforcing plates and the lap joint plates are arranged on the two sides of the web of the H-shaped steel to achieve the reinforcing effect, the problems that due to rib penetrating, the local rigidity of the joint is suddenly changed, and the bearing capacity of the H-shaped steel is reduced are solved, meanwhile, when the number of beam ribs is too large, steel bars which cannot penetrate through kidney-shaped holes are welded to the upper surfaces of the rib lap joint plates in a double-face welding mode, and the connecting strength is guaranteed; and according to design requirements, the H-shaped steel is improved in a manufacturing site and then transported to a construction site to be directly installed and used, the construction procedures of the construction site are optimized, the construction progress is accelerated, and the construction efficiency is improved.
本发明涉及建筑施工技术领域，具体是一种钢混结构梁柱节点连接方法，可将带有弯钩的钢筋以及受力筋轻松穿过腰形孔，保障整根受力钢筋的完整度，在不掐断的情况下进行施工，保障受力性能；H型钢腹板两侧设置加强板和搭接板起到加强作用，减小穿筋造成的节点局部刚度突变和H型钢承载力降低等的题，同时，当梁筋数量过多，无法穿过腰形孔的钢筋，通过双面焊的方式，焊接在搭筋板上表面，保证连接强度；施工简便、快捷，根据设计需求，将H型钢在制作场地进行改进，之后运至施工地点直接安装使用，优化施工现场的施工工序，加快施工进度，提高施工效率。
Steel-concrete structure beam-column joint connecting method
一种钢混结构梁柱节点连接方法
XIONG ZHIYONG (author) / YU GUOQUAN (author) / YANG KAI (author) / WANG SHUO (author) / LU LIANGTAI (author) / WANG YONG (author)
2024-07-05
Patent
Electronic Resource
Chinese
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