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A platform for research: civil engineering, architecture and urbanism
Connecting joint of stiff column and steel beam and construction method thereof
The invention discloses a connecting joint of a stiff column and a steel beam and a construction method thereof. The connecting joint of the stiff column and the steel beam comprises the steel beam, a steel rib column, reinforcing ribs and concrete, wherein the steel rib column and the steel beam are welded and fixed through brackets, and the steel rib column is provided with a grouting position; the reinforcing ribs are arranged on the steel rib column; and the concrete is injected into the peripheral wall of the steel rib column through the grouting position. According to the connecting joint of the stiff column and the steel beam and the construction method thereof, the connecting structure of the stiff column and the steel beam is improved, and the construction difficulty and the common quality problems caused by rib penetrating at the joint are overcome; the problems of complex mold sealing and slurry leakage at the joint are avoided; an outer ring plate is used for replacing column edges to be additionally provided with angle steel to support a steel bar truss floor support plate or a profiled steel sheet, and the process is simplified; and the stress performance of the joint is remarkably improved. According to the connecting joint of the stiff column and the steel beam and the construction method thereof, a civil engineering structure and steel structure construction are separated, and the penetrating construction and mutual interference at the joint are reduced to the maximum extent.
本发明公开了一种劲性柱与钢梁连接节点及其施工方法，其中，劲性柱与钢梁连接节点包括钢梁、钢骨柱、加强筋和混凝土，钢骨柱与钢梁通过牛腿焊接固定，钢骨柱设有注浆位；加强筋设于钢骨柱上；混凝土通过注浆位注入至钢骨柱的外周壁上。本发明改进了劲性柱与钢梁连接结构，克服了节点处穿筋带来的施工困难及质量通病；避免了节点处封模复杂、漏浆的问题；以外环板代替柱边增设角钢来支撑钢筋桁架楼承板或压型钢板，简化了流程；显著地提高了节点的受力性能。本发明将土建结构与钢结构施工分离开来，最大限度地减少了该节点处的穿插施工及相互干扰。
Connecting joint of stiff column and steel beam and construction method thereof
The invention discloses a connecting joint of a stiff column and a steel beam and a construction method thereof. The connecting joint of the stiff column and the steel beam comprises the steel beam, a steel rib column, reinforcing ribs and concrete, wherein the steel rib column and the steel beam are welded and fixed through brackets, and the steel rib column is provided with a grouting position; the reinforcing ribs are arranged on the steel rib column; and the concrete is injected into the peripheral wall of the steel rib column through the grouting position. According to the connecting joint of the stiff column and the steel beam and the construction method thereof, the connecting structure of the stiff column and the steel beam is improved, and the construction difficulty and the common quality problems caused by rib penetrating at the joint are overcome; the problems of complex mold sealing and slurry leakage at the joint are avoided; an outer ring plate is used for replacing column edges to be additionally provided with angle steel to support a steel bar truss floor support plate or a profiled steel sheet, and the process is simplified; and the stress performance of the joint is remarkably improved. According to the connecting joint of the stiff column and the steel beam and the construction method thereof, a civil engineering structure and steel structure construction are separated, and the penetrating construction and mutual interference at the joint are reduced to the maximum extent.
本发明公开了一种劲性柱与钢梁连接节点及其施工方法，其中，劲性柱与钢梁连接节点包括钢梁、钢骨柱、加强筋和混凝土，钢骨柱与钢梁通过牛腿焊接固定，钢骨柱设有注浆位；加强筋设于钢骨柱上；混凝土通过注浆位注入至钢骨柱的外周壁上。本发明改进了劲性柱与钢梁连接结构，克服了节点处穿筋带来的施工困难及质量通病；避免了节点处封模复杂、漏浆的问题；以外环板代替柱边增设角钢来支撑钢筋桁架楼承板或压型钢板，简化了流程；显著地提高了节点的受力性能。本发明将土建结构与钢结构施工分离开来，最大限度地减少了该节点处的穿插施工及相互干扰。
Connecting joint of stiff column and steel beam and construction method thereof
劲性柱与钢梁连接节点及其施工方法
LI HAO (author) / LIU QUANDANG (author) / ZHANG YONGCHAO (author) / ZHOU XINYU (author) / HU XIAN (author) / ZHANG XUANBIN (author) / LI XINGLEI (author) / WU YANXIA (author) / YU HAO (author) / LI LING (author)
2022-01-14
Patent
Electronic Resource
Chinese
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