Foundation pit supporting and protecting system for high groundwater level and high bed rock exposed face and construction method thereof
A foundation pit support and water level technology, which is applied in infrastructure engineering, excavation, construction, etc., can solve problems such as high construction risk, earthwork leakage, and difficulty in controlling foundation pit deformation, achieving obvious advantages and good water stop effect Effect
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Embodiment 1
[0048]A foundation pit support system with high groundwater level and high bedrock outcropping, comprising an inner row of slope protection piles 1 and an outer row of water-stop curtains, the water-stop curtain is a combined water-stop curtain, which includes closing the gaps between the slope protection piles The row of high-pressure water-stop piles also includes an outer sleeve valve grouting body 4 for closing the gap between the high-pressure water-stop piles and an inner sleeve valve grouting body 3 for strengthening and sealing. The high-pressure water stop pile supports the upper weathered rock formation, and the outer sleeve valve grouting body 4 and the inner sleeve valve grouting body 3 support the lower high-strength slightly weathered rock formation.
[0049] Among them, the high-pressure water-stop pile can be selected according to the actual engineering site conditions and geological conditions.
[0050] see figure 1 As shown, side A is the inner side of the f...
Embodiment 2
[0060] For foundation pits with higher deformation requirements, a high-pressure jet grouting wall formed by cross-linking high-pressure pendulum jetting piles 22 can also be selected.
[0061] A foundation pit support system with high groundwater level and high bedrock outcropping, comprising an inner row of slope protection piles 1 and an outer row of water-stop curtains, the water-stop curtain is a combined water-stop curtain, which includes closing the gaps between the slope protection piles The row of high-pressure water-stop piles also includes an outer sleeve valve grouting body 4 for closing the gap between the high-pressure water-stop piles and an inner sleeve valve grouting body 3 for strengthening and sealing.
[0062] see figure 2 As shown, side A is the inner side of the foundation pit, and side B is the outer side of the foundation pit. The high-pressure water-stop piles are high-pressure pendulum spray piles 22, and the high-pressure pendulum spray piles 22 ar...
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