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A platform for research: civil engineering, architecture and urbanism
Underground anti-floating pool and integrated construction method thereof
The invention discloses an underground anti-floating pool and an integrated construction method thereof.The pool comprises a raft plate and a pool wall which form a pool frame, and is characterized by further comprising a bearing platform arranged on the raft plate, the lower end of the bearing platform extends out of the raft plate and is connected with a bearing platform pile, and concrete columns are arranged in the portion, on the upper surface of the raft plate, of the pool; non-bearing-platform piles are arranged on the periphery of the lower surface of the raft, and a polystyrene board is embedded in the junction of the periphery of the bearing platform and the lower surface of the raft. Based on the structural design theory and the axial force action of the pile foundation bearing platform and the pool wall, the uplift bearing capacity of the pile is reduced, and finally the purpose of improving the anti-floating capacity of the pool foundation is achieved; through the good punching resistance of the bearing platform, the overall thickness of the pool raft is reduced, and the overall rationality and efficiency of the structure are improved; the method has the advantages of simplicity, low cost, good stability and the like.
本发明公开了一种地下抗浮水池及其一体化施工方法，该水池包括筏板和池壁，筏板和池壁构成水池框架，其特征在于还包括设于筏板上的承台，承台的下端延伸出筏板并连接承台桩，筏板上表面的水池内设有混凝土柱，筏板下表面的四周边部设有非承台桩，承台外围与筏板下表面的交界处预埋聚苯板。本发明基于结构设计理论，桩基承台和池壁的轴力作用，进而降低桩的抗拔承载力，最终达到水池基础抗浮能力提升的目的；还通过承台良好的抗冲切能力，减小了水池筏板的整体厚度，提高了结构整体合理性和高效性；具有方法简便、成本低和稳定性好等优点。
Underground anti-floating pool and integrated construction method thereof
The invention discloses an underground anti-floating pool and an integrated construction method thereof.The pool comprises a raft plate and a pool wall which form a pool frame, and is characterized by further comprising a bearing platform arranged on the raft plate, the lower end of the bearing platform extends out of the raft plate and is connected with a bearing platform pile, and concrete columns are arranged in the portion, on the upper surface of the raft plate, of the pool; non-bearing-platform piles are arranged on the periphery of the lower surface of the raft, and a polystyrene board is embedded in the junction of the periphery of the bearing platform and the lower surface of the raft. Based on the structural design theory and the axial force action of the pile foundation bearing platform and the pool wall, the uplift bearing capacity of the pile is reduced, and finally the purpose of improving the anti-floating capacity of the pool foundation is achieved; through the good punching resistance of the bearing platform, the overall thickness of the pool raft is reduced, and the overall rationality and efficiency of the structure are improved; the method has the advantages of simplicity, low cost, good stability and the like.
本发明公开了一种地下抗浮水池及其一体化施工方法，该水池包括筏板和池壁，筏板和池壁构成水池框架，其特征在于还包括设于筏板上的承台，承台的下端延伸出筏板并连接承台桩，筏板上表面的水池内设有混凝土柱，筏板下表面的四周边部设有非承台桩，承台外围与筏板下表面的交界处预埋聚苯板。本发明基于结构设计理论，桩基承台和池壁的轴力作用，进而降低桩的抗拔承载力，最终达到水池基础抗浮能力提升的目的；还通过承台良好的抗冲切能力，减小了水池筏板的整体厚度，提高了结构整体合理性和高效性；具有方法简便、成本低和稳定性好等优点。
Underground anti-floating pool and integrated construction method thereof
地下抗浮水池及其一体化施工方法
HUANG JIAHUI (author) / ZHU XIANG (author) / HE ZONGCHENG (author) / ZHANG RUISONG (author) / HUANG LIANG (author)
2022-08-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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