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Cantilever system and cantilever system construction method
The cantilever system comprises a steel beam, a floor support plate and cantilever supports, the steel beam comprises a web and an upper flange plate, the upper flange plate is connected to the upper end of the web, the floor support plate is arranged in the first direction, the multiple cantilever supports are arranged in the first direction at intervals, and each cantilever support comprises a connecting plate and a bottom plate; the connecting plate comprises a first connecting part and a second connecting part which are connected with each other, the first connecting part is connected to the upper end face of the bottom plate, the second connecting part abuts against the upper end face of the upper flange plate, one end of the bottom plate abuts against the web, and the two adjacent bottom plates jointly bear the floor support plate. The steel beam serves as a structural frame of floor slab construction, the floor slab construction is completed by pouring concrete on the floor bearing plate, the steel beam bears the load transmitted by the overhanging support through the floor bearing plate, the whole overhanging system is formed, the overhanging support does not need to be dismantled after construction is completed, the construction time is shortened, manpower and material resources are saved, and the construction efficiency is improved. Construction personnel do not need to dismantle the overhanging support at high altitude, and safety is improved.
本申请公开了一种悬挑系统及施工方法,悬挑系统包括钢梁、楼承板和悬挑支撑,钢梁包括腹板和上翼缘板,上翼缘板连接于腹板的上端,楼承板沿第一方向设置,多个悬挑支撑沿第一方向间隔设置,悬挑支撑包括连接板和底板,连接板包括相互连接的第一连接部和第二连接部,第一连接部连接于底板的上端面,第二连接部与上翼缘板的上端面抵接,底板的一端与腹板抵接,相邻的两个底板共同承载楼承板。钢梁作为楼板施工的结构框架,通过在楼承板上浇筑混凝土完成楼板的施工,钢梁承受通过楼承板由悬挑支撑传递的荷载,构成整个悬挑系统,在完工之后不需要拆除悬挑支撑,减少了施工时间,节约了人力物力,避免了施工人员高空拆除悬挑支撑,提高了安全性。
Cantilever system and cantilever system construction method
The cantilever system comprises a steel beam, a floor support plate and cantilever supports, the steel beam comprises a web and an upper flange plate, the upper flange plate is connected to the upper end of the web, the floor support plate is arranged in the first direction, the multiple cantilever supports are arranged in the first direction at intervals, and each cantilever support comprises a connecting plate and a bottom plate; the connecting plate comprises a first connecting part and a second connecting part which are connected with each other, the first connecting part is connected to the upper end face of the bottom plate, the second connecting part abuts against the upper end face of the upper flange plate, one end of the bottom plate abuts against the web, and the two adjacent bottom plates jointly bear the floor support plate. The steel beam serves as a structural frame of floor slab construction, the floor slab construction is completed by pouring concrete on the floor bearing plate, the steel beam bears the load transmitted by the overhanging support through the floor bearing plate, the whole overhanging system is formed, the overhanging support does not need to be dismantled after construction is completed, the construction time is shortened, manpower and material resources are saved, and the construction efficiency is improved. Construction personnel do not need to dismantle the overhanging support at high altitude, and safety is improved.
本申请公开了一种悬挑系统及施工方法,悬挑系统包括钢梁、楼承板和悬挑支撑,钢梁包括腹板和上翼缘板,上翼缘板连接于腹板的上端,楼承板沿第一方向设置,多个悬挑支撑沿第一方向间隔设置,悬挑支撑包括连接板和底板,连接板包括相互连接的第一连接部和第二连接部,第一连接部连接于底板的上端面,第二连接部与上翼缘板的上端面抵接,底板的一端与腹板抵接,相邻的两个底板共同承载楼承板。钢梁作为楼板施工的结构框架,通过在楼承板上浇筑混凝土完成楼板的施工,钢梁承受通过楼承板由悬挑支撑传递的荷载,构成整个悬挑系统,在完工之后不需要拆除悬挑支撑,减少了施工时间,节约了人力物力,避免了施工人员高空拆除悬挑支撑,提高了安全性。
Cantilever system and cantilever system construction method
悬挑系统及悬挑系统施工方法
LI ZHIQIANG (author) / CHEN SHAOXIANG (author) / LIAO ZHIZUAN (author) / ZHOU YANTAO (author) / ZHUANG ZHUOLONG (author) / LUO HANBIN (author) / YU TANG (author) / DUAN HONGJIANG (author) / XI CANYANG (author) / ZHANG CHENGDUO (author)
2023-05-30
Patent
Electronic Resource
Chinese
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