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A platform for research: civil engineering, architecture and urbanism
Floor slab reverse supporting system based on steel tube bundle combined structure and construction method
The invention provides a floor slab reverse supporting system based on a steel tube bundle combined structure and a construction method. The floor slab reverse supporting system comprises a truss girder, wherein the truss girder is connected with an H-shaped steel beam through an adjustable supporting mechanism. The truss girder is connected to the H-shaped steel beam in a supporting mode, three layers or even multiple layers of floor bearing plates can be arranged at the same time to achieve staggered layer penetrating construction, and the problem that in a traditional method, the construction period is long due to the fact that floor slabs are constructed layer by layer from bottom to top is effectively solved. In addition, the floor slab reverse supporting system is small in one-time investment and good in forming effect, and the problems that in the traditional method, the investment is high, the quality is poor, and the secondary treatment cost is high are solved.
本发明提出了一种基于钢管束组合结构楼板反向支撑体系及施工方法，包括桁架梁，所述桁架梁通过可调式支撑机构与H型钢梁连接。本发明通过桁架梁支撑连接在H型钢梁上可同时配置三层甚至多层楼承板实现错层穿插施工，有效的解决了传统做法楼板由下而上逐层施工带来的工期长的问题；并且，该楼板反向支撑体系一次性投入少、成型效果好，解决了传统做法投入高、质量差二次处理成本高的问题。
Floor slab reverse supporting system based on steel tube bundle combined structure and construction method
The invention provides a floor slab reverse supporting system based on a steel tube bundle combined structure and a construction method. The floor slab reverse supporting system comprises a truss girder, wherein the truss girder is connected with an H-shaped steel beam through an adjustable supporting mechanism. The truss girder is connected to the H-shaped steel beam in a supporting mode, three layers or even multiple layers of floor bearing plates can be arranged at the same time to achieve staggered layer penetrating construction, and the problem that in a traditional method, the construction period is long due to the fact that floor slabs are constructed layer by layer from bottom to top is effectively solved. In addition, the floor slab reverse supporting system is small in one-time investment and good in forming effect, and the problems that in the traditional method, the investment is high, the quality is poor, and the secondary treatment cost is high are solved.
本发明提出了一种基于钢管束组合结构楼板反向支撑体系及施工方法，包括桁架梁，所述桁架梁通过可调式支撑机构与H型钢梁连接。本发明通过桁架梁支撑连接在H型钢梁上可同时配置三层甚至多层楼承板实现错层穿插施工，有效的解决了传统做法楼板由下而上逐层施工带来的工期长的问题；并且，该楼板反向支撑体系一次性投入少、成型效果好，解决了传统做法投入高、质量差二次处理成本高的问题。
Floor slab reverse supporting system based on steel tube bundle combined structure and construction method
基于钢管束组合结构楼板反向支撑体系及施工方法
ZHANG LI (author) / DU KAI (author) / LI WANXI (author) / YU YONGJIAN (author) / JIANG ZHIPENG (author) / ZHENG YAHUI (author) / XUAN LI (author) / XU CHAOJIE (author) / GAO SHU (author) / GU CHAOYANG (author)
2021-05-18
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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