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A platform for research: civil engineering, architecture and urbanism
Non-reinforcement steel shell concrete pier column and bearing platform consolidation joint and construction method
The invention provides a reinforcement-free steel shell concrete pier column and bearing platform consolidation joint and a construction method, the reinforcement-free steel shell concrete pier column and bearing platform consolidation joint comprises a steel shell concrete pier column, a bearing platform, studs and a steel plate, the steel shell concrete pier column is inserted into the bearing platform, the steel plate is welded at the bottom of the steel shell concrete pier column, and the studs are welded at the bottom of the steel shell concrete pier column. The studs are arranged on the periphery of the side face of the bottom of the steel shell concrete pier column and the bottom of the steel plate respectively. The steel shell structure is convenient to prefabricate and hoist, light in structure weight, capable of shortening construction time, high in material utilization rate, good in durability and easy to lift and repair, concrete can be effectively restrained by the steel shell clamping concrete, cracking and damage of the concrete are prevented, the mechanical property of the concrete is improved, and meanwhile the steel shell structure can also improve the shock resistance of the structure.
本发明提供了一种无配筋钢壳混凝土墩柱与承台的固结节点及施工方法，包括钢壳混凝土墩柱、承台、栓钉和钢板，所述钢壳混凝土墩柱承插入所述承台内，所述钢板焊接在所述钢壳混凝土墩柱的底部，所述栓钉分别设置在所述钢壳混凝土墩柱底部侧面四周处以及所述钢板底部。本发明便于预制吊装，结构轻量化，缩短施工时间，材料利用率高，耐久性能良好，易于提升修复，钢壳夹混凝土可以有效地约束混凝土，防止混凝土开裂破坏，提升混凝土的力学性能，同时钢壳结构也可以提高结构的抗震能力。
Non-reinforcement steel shell concrete pier column and bearing platform consolidation joint and construction method
The invention provides a reinforcement-free steel shell concrete pier column and bearing platform consolidation joint and a construction method, the reinforcement-free steel shell concrete pier column and bearing platform consolidation joint comprises a steel shell concrete pier column, a bearing platform, studs and a steel plate, the steel shell concrete pier column is inserted into the bearing platform, the steel plate is welded at the bottom of the steel shell concrete pier column, and the studs are welded at the bottom of the steel shell concrete pier column. The studs are arranged on the periphery of the side face of the bottom of the steel shell concrete pier column and the bottom of the steel plate respectively. The steel shell structure is convenient to prefabricate and hoist, light in structure weight, capable of shortening construction time, high in material utilization rate, good in durability and easy to lift and repair, concrete can be effectively restrained by the steel shell clamping concrete, cracking and damage of the concrete are prevented, the mechanical property of the concrete is improved, and meanwhile the steel shell structure can also improve the shock resistance of the structure.
本发明提供了一种无配筋钢壳混凝土墩柱与承台的固结节点及施工方法，包括钢壳混凝土墩柱、承台、栓钉和钢板，所述钢壳混凝土墩柱承插入所述承台内，所述钢板焊接在所述钢壳混凝土墩柱的底部，所述栓钉分别设置在所述钢壳混凝土墩柱底部侧面四周处以及所述钢板底部。本发明便于预制吊装，结构轻量化，缩短施工时间，材料利用率高，耐久性能良好，易于提升修复，钢壳夹混凝土可以有效地约束混凝土，防止混凝土开裂破坏，提升混凝土的力学性能，同时钢壳结构也可以提高结构的抗震能力。
Non-reinforcement steel shell concrete pier column and bearing platform consolidation joint and construction method
一种无配筋钢壳混凝土墩柱与承台的固结节点及施工方法
YI JIANG (author) / ZHU FUXIANG (author)
2023-08-18
Patent
Electronic Resource
Chinese
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