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Combined type waterproof drainage system of underground structure in overlying permeable stratum

A technology for underground structures and drainage systems, applied in construction, infrastructure engineering, protection devices, etc., can solve the problems of high pumping and drainage costs, large amount of water seepage in foundation pits, affecting normal use, etc., so as to reduce pumping and drainage costs and ensure The effect of structural safety

Pending Publication Date: 2018-09-21
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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  • Abstract
  • Description
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  • Application Information

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Problems solved by technology

[0003] For underground structures such as ultra-deep subway stations and basements, when the buried depth of the groundwater is relatively shallow and the stratum has strong water permeability, the construction period may face a large amount of water seepage in the foundation pit, and the cost of pumping and drainage is high. Large external water pressure and prone to water seepage and other problems, which will affect the normal use and threaten the quality and safety of the main structure

Method used

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  • Combined type waterproof drainage system of underground structure in overlying permeable stratum

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Embodiment Construction

[0014] In order to facilitate the understanding and implementation of the present invention, the preferred embodiments of the present invention will be further described in conjunction with the accompanying drawings.

[0015] Such as figure 1 As shown, the present invention includes an underground structure 1. The stratum outside the underground structure 1 includes a permeable stratum 3 and a relatively impermeable stratum 4 from top to bottom. The outer surface of the structure outer wall and the outer surface of the bottom plate of the underground structure 1 are provided with waterproof coils. 2. The outer wall of the underground structure 1 is equipped with a foundation pit enclosure structure 5. The top of the foundation pit enclosure structure 5 is provided with an impermeable body 6 on the side away from the structural outer wall of the underground structure 1. The bottom end is embedded in a relatively impermeable layer, and the top end is in close contact with the outsi...

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Abstract

The invention relates to a combined type waterproof drainage system of an underground structure in an overlying permeable stratum, and belongs to the technical field of waterproof drainage systems ofunderground structures. The combined type waterproof drainage system isolates the water permeating channel of the overlying permeable stratum by arranging an anti-permeating body, shortens the construction period and lowers the water pumping and drainage cost in the operation period. By arranging a water permeable inverted filter and water drainage holes, leakage water can be guided and drained out, thus the underground structure is prevented from bearing too high water pressure, meanwhile, the soil pressure applied on a pit support structure is transmitted to the underground structure throughthe water permeable inverted filter, the underground structure and the pit support structure can jointly bear the soil pressure under a permanent condition, and accordingly the structure safety is ensured.

Description

Technical field [0001] The invention relates to a combined waterproof drainage system of an underground structure in an overlying water-permeable stratum, and belongs to the technical field of waterproof drainage systems of underground structures. Background technique [0002] During the construction period of the underground project, the foundation pit drainage measures are mainly used to ensure normal construction conditions. During the operation period, the self-waterproofing capacity of concrete and the use of waterproof coils, waterproof coatings and other measures are mainly used to solve the problem of concrete seepage prevention. Soil water pressure. [0003] For underground structures such as ultra-deep subway stations and basements, when the local underground water depth is relatively shallow and the stratum has strong water permeability, the construction period may face large foundation pit seepage and high drainage costs, and the structural external walls will bear more...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D31/00E02D31/02E02D31/10
CPCE02D31/00E02D31/02E02D31/10
Inventor 马玉岩侯攀程丽娟窦向贤
Owner CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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