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Inter-pile freezing structure of deep underground space and constructing method

A deep ground and space technology, applied in the direction of infrastructure engineering, excavation, protection devices, etc., can solve problems such as high ground pressure, high water pressure, poor water-stop performance of pile rows, and unsuitable for deep underground engineering

Inactive Publication Date: 2016-01-13
BEIJING URBAN CONSTR GROUP +1
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0002] With the continuous development of our country's social economy, the urban population is growing rapidly, and the per capita living area is correspondingly reduced, which makes the urban land area gradually change from flat development to three-dimensional space development, that is, in the limited urban flat space, vigorously develop and utilize urban areas. In underground space, with the increasing excavation depth, underground engineering will face problems such as high ground pressure and high water pressure, which also makes traditional support methods unsuitable for deep underground environments. For this reason, new support methods need to be introduced
[0003] Among many urban underground space support methods, the row pile method is widely used for its advantages of simple construction, convenience, and low cost. However, due to the limitations of the connection between piles and pile defects, the The water-stop performance is poor, and it is not suitable for deep underground projects, especially deep projects rich in water

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  • Inter-pile freezing structure of deep underground space and constructing method
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  • Inter-pile freezing structure of deep underground space and constructing method

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[0020] In order to make the objectives, technical solutions and advantages of the present invention clearer, the technical solutions in the embodiments of the present invention will be described in more detail below in conjunction with the drawings in the embodiments of the present invention. In the drawings, the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The described embodiments are some, but not all, embodiments of the invention. The embodiments described below by referring to the figures are exemplary and are intended to explain the present invention and should not be construed as limiting the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention. Embodiments of the present invention will be described in detail below ...

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Abstract

The invention discloses an inter-pile freezing structure of a deep underground space. The inter-pile freezing structure of the deep underground space comprises row pile structures and a freezing wall structure, and the freezing wall structure is arranged between the row pile structures.

Description

technical field [0001] The invention relates to the technical field of waterproofing in underground spaces, in particular to an inter-pile freezing structure in deep underground spaces and a construction method. Background technique [0002] With the continuous development of our country's social economy, the urban population is growing rapidly, and the per capita living area is correspondingly reduced, which makes the urban land area gradually change from flat development to three-dimensional space development, that is, in the limited urban flat space, vigorously develop and utilize urban areas. In underground space, with the increasing excavation depth, underground engineering will face problems such as high ground pressure and high water pressure, which also makes traditional support methods unsuitable for deep underground environments. For this reason, new support methods need to be introduced. [0003] Among many urban underground space support methods, the pile row met...

Claims

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Application Information

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IPC IPC(8): E02D31/02E02D17/04
Inventor 江玉生江华张晋勋武福美杨昊
Owner BEIJING URBAN CONSTR GROUP