Ground pre-reinforcement treatment method for underground space construction
A technology of underground space and treatment method, applied in excavation, artificial islands, water conservancy projects, etc., can solve the problems of unable to prevent weathering, unable to seal the surrounding rock, cracked rock peeling, etc., to achieve good seismic resistance, improve self-stability, fully The effect of using
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2017-08-25
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
technical field
[0001] The invention relates to an underground space construction method, in particular to a stratum pre-reinforcement treatment method for underground space construction. Background technique
[0002] With the advancement of urbanization, the above-ground space in the city has become smaller and smaller. Only by scientifically developing the underground space can the city's carrying capacity and sustainable development capacity be effectively improved. The development and utilization of underground space is conducive to the economical use of land. Cave dwellings are one of the original ways of using underground space. As a type of cave in underground space, the construction method is as follows: digging the foundation, digging the foundation, scraping the cliff surface, and then starting to dig the cave. After the cave is built, Then there is the arrowhead kiln, or "tick kiln" or "milling kiln". Cut out the arch from the top of the kiln, scrape off the sid...
Examples
Embodiment Construction
[0019] figure 1 Schematic diagram of the pre-reinforcement treatment structure for the underground space, figure 2 It is a cross-sectional view of the connecting portion of the horizontal perforated pile and the vertical perforated pile; The stratum 3 around the contour line of the proposed underground space 4 is overlapped with the horizontal perforated pile 1 and the vertical perforated pile 2 to form a cross-section simply supported beam support structure on the excavation surface; before the excavation of the underground space, along the proposed The stratum 3 around the contour line of the underground space is reinforced horizontally and vertically to form a support structure that can support the stratum. The vertical perforated pile 2 is carried out above the proposed underground space, and the horizontal perforated pile 1. It is carried out on the stratum adjacent to the side of the excavation surface. First, the stratum is partially excavated as the construction surf...