Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Combined hoisting platform and construction method thereof
The invention discloses a combined hoisting platform and a construction method thereof. The problems that in the prior art, the stability of a bearing foundation is poor, the bearing capacity is prone to being affected, the requirement for the construction technology is high, cost is high, the construction period is long, and the influence of factors such as weather and geological conditions is large are solved. The structure comprises a plurality of prefabricated parts, a ring beam and a plurality of cross beams, the prefabricated parts are vertically arranged and sequentially distributed along the ring beam in the horizontal direction, and the upper ends of the prefabricated parts are connected with the ring beam; the multiple beams are located in the ring beam and perpendicularly connected with the long edge of the ring beam. A temporary formwork is arranged outside the ring beam, and the temporary formwork is filled with concrete and provided with first steel bars; first gravels are laid in an area formed by the ring beams and the cross beams; construction is conducted according to the construction method steps of the combined hoisting platform, the construction period is effectively shortened when the requirement for the same bearing capacity is met, integrity and stability are good, the requirement for the construction technology is low, cost is low, and flexibility is high.
本申请公开了一种组合吊装平台及其施工方法，以解决现有技术存在的承载基础的稳定性不好、承载力易受影响、对施工工艺要求较高、成本较高，且施工工期长、受天气、地质条件等因素影响较大的问题。本申请包括：多个预制件、一个圈梁和多个横梁，多个预制件竖向布置，在水平方向上依次沿圈梁分布，多个预制件的上端与圈梁相接；多个横梁位于圈梁的内部区域，并与圈梁长边垂直连接；圈梁外部设有临时模板，临时模板内部填充有混凝土，并设置第一钢筋；圈梁和横梁形成的区域内铺设有第一碎石；并按照组合吊装平台的施工方法步骤进行施工，在满足相同承载力要求时，有效缩短了施工工期，完整性和稳定性好，施工工艺要求低，且成本较低，灵活性高。
Combined hoisting platform and construction method thereof
The invention discloses a combined hoisting platform and a construction method thereof. The problems that in the prior art, the stability of a bearing foundation is poor, the bearing capacity is prone to being affected, the requirement for the construction technology is high, cost is high, the construction period is long, and the influence of factors such as weather and geological conditions is large are solved. The structure comprises a plurality of prefabricated parts, a ring beam and a plurality of cross beams, the prefabricated parts are vertically arranged and sequentially distributed along the ring beam in the horizontal direction, and the upper ends of the prefabricated parts are connected with the ring beam; the multiple beams are located in the ring beam and perpendicularly connected with the long edge of the ring beam. A temporary formwork is arranged outside the ring beam, and the temporary formwork is filled with concrete and provided with first steel bars; first gravels are laid in an area formed by the ring beams and the cross beams; construction is conducted according to the construction method steps of the combined hoisting platform, the construction period is effectively shortened when the requirement for the same bearing capacity is met, integrity and stability are good, the requirement for the construction technology is low, cost is low, and flexibility is high.
本申请公开了一种组合吊装平台及其施工方法，以解决现有技术存在的承载基础的稳定性不好、承载力易受影响、对施工工艺要求较高、成本较高，且施工工期长、受天气、地质条件等因素影响较大的问题。本申请包括：多个预制件、一个圈梁和多个横梁，多个预制件竖向布置，在水平方向上依次沿圈梁分布，多个预制件的上端与圈梁相接；多个横梁位于圈梁的内部区域，并与圈梁长边垂直连接；圈梁外部设有临时模板，临时模板内部填充有混凝土，并设置第一钢筋；圈梁和横梁形成的区域内铺设有第一碎石；并按照组合吊装平台的施工方法步骤进行施工，在满足相同承载力要求时，有效缩短了施工工期，完整性和稳定性好，施工工艺要求低，且成本较低，灵活性高。
Combined hoisting platform and construction method thereof
一种组合吊装平台及其施工方法
ZHANG GANG (Autor:in) / YANG BIN (Autor:in) / XU XIAGUANG (Autor:in) / XIAO FEI (Autor:in) / ZENG YANG (Autor:in) / ZOU JIMING (Autor:in) / LIU WEIGUO (Autor:in) / ZHOU QUANLIN (Autor:in) / CHANG HE (Autor:in) / HAN LINCHAO (Autor:in)
06.05.2022
Patent
Elektronische Ressource
Chinesisch
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