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A platform for research: civil engineering, architecture and urbanism
Steel reinforced column top end truss beam and inclined strut column joint construction method
The invention discloses a steel reinforced column top end truss beam and diagonal bracing column joint construction method. The technical problems of how to construct an overall joint and how to achieve concrete pouring and vibrating at the joint are solved. The overall node structural member can be calculated and designed through computer software and is integrally machined and formed in a factory, and the problems that in traditional construction, the node form is complex, stiffening plates and other plates are numerous, and consequently the node connecting, positioning and welding difficulty is large are solved by reserving a bracket to be inserted into a framework in a penetrating mode; the split bolts on the two sides are welded with the reserved penetrating framework, so that the tying problem of the formwork and the steel rib beam can be solved, and the rigidity of the whole joint piece is not damaged; the problems that in traditional construction, the space is limited and concrete pouring and vibrating are not compact due to the fact that the node form is complex and plates such as stiffening plates are various are solved through layered concrete pouring and vibrating, the construction quality is improved, and the construction period is shortened.
本发明公开了一种钢骨柱顶端桁架梁与斜撑柱节点构筑方法，解决了如何构建整体节点及在节点处如何实现混凝土浇筑和振捣的技术问题；本发明的整体节点结构件可通过计算机软件计算设计，在工厂整体加工成型，通过预留牛腿穿插构架解决了传统施工中在节点形式复杂和加劲板等板件繁多，导致节点连接定位、焊接难度大的难题；将两侧对拉螺栓与预留穿插构架焊接，能够解决模板与钢骨梁的拉结问题，保证了整体节点件的刚度不被破坏；分层进行混凝土浇筑和振捣解决了传统施工中在节点形式复杂、加劲板等板件繁多造成的空间有限，混凝土浇筑和振捣不密实的难题，提高了施工质量、缩短工期。
Steel reinforced column top end truss beam and inclined strut column joint construction method
The invention discloses a steel reinforced column top end truss beam and diagonal bracing column joint construction method. The technical problems of how to construct an overall joint and how to achieve concrete pouring and vibrating at the joint are solved. The overall node structural member can be calculated and designed through computer software and is integrally machined and formed in a factory, and the problems that in traditional construction, the node form is complex, stiffening plates and other plates are numerous, and consequently the node connecting, positioning and welding difficulty is large are solved by reserving a bracket to be inserted into a framework in a penetrating mode; the split bolts on the two sides are welded with the reserved penetrating framework, so that the tying problem of the formwork and the steel rib beam can be solved, and the rigidity of the whole joint piece is not damaged; the problems that in traditional construction, the space is limited and concrete pouring and vibrating are not compact due to the fact that the node form is complex and plates such as stiffening plates are various are solved through layered concrete pouring and vibrating, the construction quality is improved, and the construction period is shortened.
本发明公开了一种钢骨柱顶端桁架梁与斜撑柱节点构筑方法，解决了如何构建整体节点及在节点处如何实现混凝土浇筑和振捣的技术问题；本发明的整体节点结构件可通过计算机软件计算设计，在工厂整体加工成型，通过预留牛腿穿插构架解决了传统施工中在节点形式复杂和加劲板等板件繁多，导致节点连接定位、焊接难度大的难题；将两侧对拉螺栓与预留穿插构架焊接，能够解决模板与钢骨梁的拉结问题，保证了整体节点件的刚度不被破坏；分层进行混凝土浇筑和振捣解决了传统施工中在节点形式复杂、加劲板等板件繁多造成的空间有限，混凝土浇筑和振捣不密实的难题，提高了施工质量、缩短工期。
Steel reinforced column top end truss beam and inclined strut column joint construction method
一种钢骨柱顶端桁架梁与斜撑柱节点构筑方法
CHANG LIANG (author) / WANG ERQI (author) / JIA LINGLING (author) / FENG BIN (author) / HOU HUIPENG (author) / ZHAO LIANG (author) / HE YUDONG (author) / GUO WEI (author) / GENG HUIXIN (author) / DING HUA (author)
2024-08-09
Patent
Electronic Resource
Chinese
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