High-flow main road subsurface method settlement control construction method
CN116971793BActive Publication Date: 2026-08-28SHENZHEN MUNICIPAL ENG CORP
Patent Information
- Application Number
- CN202310897925.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-07-20
- Publication Date
- 2026-08-28
- Estimated Expiration
- 2043-07-20
AI Technical Summary
Technical Problem
[0004]本发明的目的在于提供高流量主干道暗挖法沉降控制施工方法,旨在解决现有技术中,在进行暗挖隧道段的过程中,容易出现暗挖隧道段坍塌的问题
Benefits of technology
[0031]1)、通过布置导向墙以及穿设钢管,利用钢管灌注浆液,使得钢管周围的土体与钢管形成一体支护结构,可以将局部的应力,特别是正开挖的拱部应力均匀分布到前后,避免局部的应力集中而失稳,可有效承载暗挖隧道段上方土体的荷载,且使被加固土体的抗剪强度有较大幅度的提高,减小或消除因暗挖隧道段开挖引起的地面沉降和临近管线的变形,确保暗挖隧道段开挖安全;
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Figure CN116971793B_ABST
Abstract
The application relates to the technical field of settlement control construction, and discloses a high-flow main road subsurface excavation method settlement control construction method, which comprises the following construction steps: 1) setting a guide wall and penetrating a steel pipe; 2) pouring outer layer slurry into the steel pipe, and combining the soil around the subsurface excavation tunnel section into a whole by the outer layer slurry; 3) dividing into multiple excavation areas; 4) pouring inner layer slurry into the inside of the excavation area through a guide pipe, and combining the soil in the excavation area into a whole by the inner layer slurry; 5) excavating the soil to form a hollow section, and setting a steel bar lattice frame on the inner side wall of the hollow section for supporting; 6) repeating the construction step 5) until the hollow section penetrates through the subsurface excavation tunnel section; the guide wall and the penetrating steel pipe are arranged, the ground settlement and the deformation of the adjacent pipeline caused by the excavation of the subsurface excavation tunnel section are reduced, and the excavation safety of the subsurface excavation tunnel section is ensured; the subsurface excavation tunnel section is divided into multiple excavation areas, and the effects of reducing the excavation span and lowering the excavation height are achieved.
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Citation Information
Patent Citations
Underground excavation tunnel construction method for underneath penetrating existing building
CN114086968A