用于松散体地层的抗滑桩结构及其施工方法
By using rectangular pile foundations with surrounding grouting and a new type of anti-sliding pile assembly in loose strata, the problem of drilling in loose strata was solved, construction safety and stability were improved, project costs were reduced, and the overall performance of the piles was enhanced.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- CHONGQING UNIV
- Filing Date
- 2025-05-23
- Publication Date
- 2026-07-17
AI Technical Summary
In loose strata, traditional anti-slide pile structures are difficult to drill effectively and have poor stability, making them prone to hole collapse, pile deformation, and steel corrosion, which affects the long-term stability of the engineering structure.
The rectangular pile foundation is reinforced with loose soil around the perimeter by grouting and a new type of anti-slide pile assembly, including rectangular piles, irregular pile caps, circular rotary pile groups, I-beam pull-out keys and prestressed ground anchors. A stable pile foundation structure is formed by grouting to consolidate the retaining wall and mechanical drilling.
It improves construction safety and stability in loose strata, reduces project costs, solves the problem of pile foundation drilling in loose strata, and enhances the overall performance and anti-sliding effect of the pile body.
Smart Images
Figure CN120311718B_ABST