A follow-up high-efficiency water-stopping and sand-blocking precipitation composite system and its construction method
A composite system and water-stop technology, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of large and single water-stop curtains, increased construction difficulty and project implementation volume, and achieves the prevention and control of building settlement and volume. The effect of small size and easy construction operation
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Embodiment 1
[0058] A follow-up high-efficiency water-stopping and sand-blocking precipitation composite system, such as Figure 1-3 As shown, it is used for the prevention and control of ultra-deep foundation pit dewatering and ground subsidence, including the dewatering well 3 located in the foundation pit. The well pipe of the dewatering well 3 is equipped with a percolation device 7 with the function of reducing resistance and collecting water. A submersible pump is provided to drain water to the external drainage ditch 2, a sand filter material layer 6 is set outside the well pipe of the dewatering well 3, a mobile follow-up water-stop curtain 4 is set in the foundation pit, and a settlement observation point is set on the outer edge of the foundation pit 1. An open seepage drainage well 5 is set on the inner side of the mobile follow-up water-stop curtain 4 . Wherein, the dewatering well 3 is annularly arranged on the outside of the movable follow-up water-stop curtain 4, the inner d...
Embodiment 2
[0060] A mobile follow-up high-efficiency water-stopping and sand-blocking precipitation compound system and its construction method are located in Hushan Town, Rizhao City. The ultra-deep foundation pit is a swirl pool under construction by Rizhao Iron and Steel Co., Ltd., which is inscribed by a circle with a diameter of 16.60m and a circle with a diameter of 12.925m. , The pool wall thickness is 1m.
[0061] According to the "Swirl Pool and Hot Rolling Workshop Supplementary Survey Report of Rizhao Iron and Steel Co., Ltd. - Geotechnical Engineering Survey Report", the hydrogeological conditions on which the tube well dewatering design is based are mainly reflected as follows:
[0062] (1) Stratum structure: the thickness of the Quaternary covering layer in the field is less than 25m, and each layer from top to bottom is Quaternary Holocene silty clay, fine-medium sand, silty silty clay, Pleistocene silty clay, medium Coarse sand, Proterozoic weathered granite gneiss.
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