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A platform for research: civil engineering, architecture and urbanism
Construction method of bearing platform for steep terrain
The invention relates to a construction method of a bearing platform, in particular to a construction method of a bearing platform for steep terrains. Comprising the steps that a foundation pit of the bearing platform is excavated, a bottom die used for supporting the suspended part of the bearing platform is installed in a first pit corresponding to the suspended part of the bearing platform, a steel reinforcement framework of the bearing platform is installed, a bearing platform side formwork is installed, and the bearing platform is poured. According to the construction method, the stress support is arranged below the suspended part of the bearing platform, and the bottom die of the suspended part is heightened to be equal to the height higher than the cushion layer of the non-suspended part, so that the suspended part of the bearing platform is supported, and the problems that in the prior art, a part of area of the bearing platform is suspended, and an existing pile foundation cannot bear the suspended part of the bearing platform are solved. And meanwhile, construction is facilitated, and the construction efficiency can be improved.
本发明涉及承台的施工方法，特别涉及一种用于陡峭地形的承台的施工方法，包括开挖承台的基坑、在所述承台的悬空部分对应的一号坑内安装用于支承所述承台的悬空部分的底模、安装所述承台的钢筋骨架、安装承台侧模板、浇筑所述承台。本施工方法，通过在承台的悬空部分下设置受力支架，加高悬空部分的底模至等高于非悬空部分的垫层的高度，使得承台的悬空部分得到支承，解决了现有技术存在的承台会有部分面积悬空，现有桩基无法承托承台的悬空部分，承台难以平衡的问题，同时也便于施工，利于加快施工效率。
Construction method of bearing platform for steep terrain
The invention relates to a construction method of a bearing platform, in particular to a construction method of a bearing platform for steep terrains. Comprising the steps that a foundation pit of the bearing platform is excavated, a bottom die used for supporting the suspended part of the bearing platform is installed in a first pit corresponding to the suspended part of the bearing platform, a steel reinforcement framework of the bearing platform is installed, a bearing platform side formwork is installed, and the bearing platform is poured. According to the construction method, the stress support is arranged below the suspended part of the bearing platform, and the bottom die of the suspended part is heightened to be equal to the height higher than the cushion layer of the non-suspended part, so that the suspended part of the bearing platform is supported, and the problems that in the prior art, a part of area of the bearing platform is suspended, and an existing pile foundation cannot bear the suspended part of the bearing platform are solved. And meanwhile, construction is facilitated, and the construction efficiency can be improved.
本发明涉及承台的施工方法，特别涉及一种用于陡峭地形的承台的施工方法，包括开挖承台的基坑、在所述承台的悬空部分对应的一号坑内安装用于支承所述承台的悬空部分的底模、安装所述承台的钢筋骨架、安装承台侧模板、浇筑所述承台。本施工方法，通过在承台的悬空部分下设置受力支架，加高悬空部分的底模至等高于非悬空部分的垫层的高度，使得承台的悬空部分得到支承，解决了现有技术存在的承台会有部分面积悬空，现有桩基无法承托承台的悬空部分，承台难以平衡的问题，同时也便于施工，利于加快施工效率。
Construction method of bearing platform for steep terrain
一种用于陡峭地形的承台的施工方法
LI ZUOJUN (author) / SHENG HUAIMENG (author) / ZENG YONGLIN (author) / PEI HUANYIN (author) / SHAO WANBIN (author) / WANG SHENGSI (author) / TANG YUNFEI (author) / DAI BO (author)
2023-05-02
Patent
Electronic Resource
Chinese
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