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Bunched pipe curtain structure and construction method thereof

A technology for concrete structures and pipe joints, which is used in earth-moving drilling, wellbore lining, tunnel lining, etc., can solve the problems of small section size and high construction cost

Pending Publication Date: 2020-09-08
SHANGHAI TUNNEL ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the defects of the prior art and provide a bundled pipe curtain structure to solve the problems of high construction cost and small section size of the existing pipe curtain structure

Method used

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  • Bunched pipe curtain structure and construction method thereof
  • Bunched pipe curtain structure and construction method thereof
  • Bunched pipe curtain structure and construction method thereof

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Embodiment Construction

[0038] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0039]The invention provides a bundled pipe curtain structure, which includes a plurality of working pipe joints, a plurality of pipe jacking pipe joints, a first concrete structure, a second concrete structure and a third concrete structure. Concrete should be poured in the first area, the second area, and adjacent pipe jacking joints or between adjacent working joints and pipe jacking join...

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Abstract

The invention relates to a bunched pipe curtain structure. The bunched pipe curtain structure comprises a plurality of working pipe sections, a plurality of pipe-jacking pipe sections, prestressed pipelines, prestressed tendons, first concrete structures, second concrete structures, cement paste structures and third concrete structures, wherein first through holes are formed in every two adjacentside faces of the working pipe sections, two partition plates partition each working pipe section into a first area and a second area which are adjacent to the corresponding pipe-jacking pipe section,and a third area is defined by the two partition plates and the inner wall of each working pipe section; second through holes are formed in every two opposite side faces of the pipe-jacking pipe sections; the prestressed pipelines penetrate through the first through holes and the second through holes; the prestressed tendons are arranged in the prestressed pipelines in a penetrating mode; the first concrete structures are formed by pouring concrete in the pipe-jacking pipe sections, the first areas and the second areas; the second concrete structures are formed by pouring concrete between theadjacent pipe-jacking pipe sections or between each working pipe section and the corresponding pipe-jacking pipe section which are adjacent; the cement paste structure is formed by pouring cement paste into the prestressed pipelines; and the third concrete structures are formed by pouring concrete into the third areas. The overall stress performance of the bunched pipe curtain structure is improved, and a temporary support does not need to be additionally arranged during construction.

Description

technical field [0001] The invention relates to the technical field of construction, in particular to a bundled pipe curtain structure and a construction method thereof. Background technique [0002] The rapid development of the city has led to an increase in the scale of buildings and population, and a series of "urban problems" such as crowded building spaces, traffic congestion, and backward infrastructure have emerged. The urban underground space has been widely developed and utilized in the sustainable development of the city because of its remarkable land-saving feature, which greatly expands the living space of human beings. As a method of underground excavation, the pipe-curtain method does not need to lower the groundwater level during construction, does not affect the normal use of ground and shallow underground facilities such as roads and pipelines, has low requirements for construction space, and has low noise and vibration pollution. widely used outside. Howe...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D11/10E21D9/00
CPCE21D9/00E21D9/005E21D11/00E21D11/10
Inventor 朱雁飞潘伟强裴烈烽张耀三王茂东徐经纬诸颖郭彦王彦杰徐强王光
Owner SHANGHAI TUNNEL ENG CO LTD