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A platform for research: civil engineering, architecture and urbanism
Sectional pouring method for slide-resistant pile
The invention belongs to the technical field of slide-resistant pile construction, discloses a slide-resistant pile segmented pouring method, and aims to solve the problem that an existing segmented slide-resistant pile is easy to break. The method comprises the following steps: (1) measuring and setting out to determine a pore-forming position; (2) forming holes; (3) hoisting a lower reinforcement cage into the formed hole and connecting the lower reinforcement cage with an upper reinforcement cage; (4) supporting a formwork for the first time; (5) pouring for the first time; (6) removing the mold and chiseling pores; (7) secondary formwork erecting; (8) pouring for the second time; and (9) the formwork is removed, and construction of the whole anti-slide pile is completed. On one hand, the anti-shear capacity of the whole anti-slide pile is improved by improving the structure of the reinforcement cage, on the other hand, the construction technology of the anti-slide pile is optimized to improve the anti-shear capacity of the whole anti-slide pile, and the purpose of preventing the anti-slide pile from being broken is achieved.
本发明属于抗滑桩施工技术领域，公开了一种抗滑桩分段浇筑方法，为了解决现有分段式抗滑桩容易出现断桩的问题。本发明包括(1)测量放线确定成孔位置；(2)成孔；(3)在成孔内吊入下部钢筋笼和连接上部钢筋笼；(4)第一次支模；(5)第一次浇筑；(6)拆模并凿毛孔处理；(7)第二次支模；(8)第二次浇筑；(9)拆除模板完成整个抗滑桩的施工。本发明一方面通过对钢筋笼结构进行改进以提高整个抗滑桩的抗剪能力，另一方面优化了抗滑桩的施工工艺以提高整个抗滑桩的抗剪能力，达到防止抗滑桩出现断桩的目的。
Sectional pouring method for slide-resistant pile
The invention belongs to the technical field of slide-resistant pile construction, discloses a slide-resistant pile segmented pouring method, and aims to solve the problem that an existing segmented slide-resistant pile is easy to break. The method comprises the following steps: (1) measuring and setting out to determine a pore-forming position; (2) forming holes; (3) hoisting a lower reinforcement cage into the formed hole and connecting the lower reinforcement cage with an upper reinforcement cage; (4) supporting a formwork for the first time; (5) pouring for the first time; (6) removing the mold and chiseling pores; (7) secondary formwork erecting; (8) pouring for the second time; and (9) the formwork is removed, and construction of the whole anti-slide pile is completed. On one hand, the anti-shear capacity of the whole anti-slide pile is improved by improving the structure of the reinforcement cage, on the other hand, the construction technology of the anti-slide pile is optimized to improve the anti-shear capacity of the whole anti-slide pile, and the purpose of preventing the anti-slide pile from being broken is achieved.
本发明属于抗滑桩施工技术领域，公开了一种抗滑桩分段浇筑方法，为了解决现有分段式抗滑桩容易出现断桩的问题。本发明包括(1)测量放线确定成孔位置；(2)成孔；(3)在成孔内吊入下部钢筋笼和连接上部钢筋笼；(4)第一次支模；(5)第一次浇筑；(6)拆模并凿毛孔处理；(7)第二次支模；(8)第二次浇筑；(9)拆除模板完成整个抗滑桩的施工。本发明一方面通过对钢筋笼结构进行改进以提高整个抗滑桩的抗剪能力，另一方面优化了抗滑桩的施工工艺以提高整个抗滑桩的抗剪能力，达到防止抗滑桩出现断桩的目的。
Sectional pouring method for slide-resistant pile
一种抗滑桩分段浇筑方法
DENG AN (author) / LIU YUYONG (author) / CHEN DONGMEI (author) / XU JIANXIAO (author) / CHEN LONGFEI (author) / LIANG YUAN (author) / HE FANMIN (author) / XU TIELIN (author) / ZHOU CHANGLIN (author) / LI YAN (author)
2024-05-24
Patent
Electronic Resource
Chinese
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