Earth tunnel supporting structure passing through existing railway and construction method thereof

A technology for existing railways and supporting structures, applied in tunnels, tunnel linings, earthwork drilling and mining, etc., can solve the problems of slow construction progress, low construction efficiency, and large jacking thrust loss, so as to facilitate prefabrication and installation, and reduce construction costs. Cost, the effect of increasing cutting efficiency

Active Publication Date: 2019-12-24
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, pipe jacking is mostly used in the construction of tunnels crossing existing railways. It is necessary to dig originating shafts and receiving shafts, set up reaction walls, and then use jacks to jack pipes section by section. However, there are positioning deviations in traditional pipe jacking construction. , and it is difficult to adjust the positioning deviation. In addition, the friction force of the traditional jacking method has a large loss of jacking thrust, and the construction efficiency is low. Therefore, the traditional pipe jacking construction method is also relatively cumbersome and its construction progress is slow

Method used

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  • Earth tunnel supporting structure passing through existing railway and construction method thereof
  • Earth tunnel supporting structure passing through existing railway and construction method thereof
  • Earth tunnel supporting structure passing through existing railway and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0063] see figure 1 , a support structure for an earth tunnel passing through an existing railway, comprising a starting shaft 1 and a receiving shaft 2, a supporting pipeline 15 is arranged between the starting shaft 1 and the receiving shaft 2, and the supporting pipeline 15 A positioning conduit 3 passes through the pipe section hole 12 reserved above; one end of the positioning conduit 3 is located in the starting well 1 , and the other end of the positioning conduit 3 is located in the receiving well 2 .

[0064] see figure 1 , a kind of soil tunnel support structure construction method that crosses existing railway, comprises the following steps:

[0065] Step 1: Preparatory work for construction, including:

[0066] 1.1. Select areas on both sides of the existing railway, and construct the originating shaft 1 and the receiving shaft 2;

[0067] 1.2. Set up several winches 5 on the well wall of the receiving shaft 2 away from the originating shaft 1, and set the drill...

Embodiment 2

[0108] see figure 1 , a support structure for an earth tunnel passing through an existing railway, comprising a starting shaft 1 and a receiving shaft 2, a supporting pipeline 15 is arranged between the starting shaft 1 and the receiving shaft 2, and the supporting pipeline 15 A positioning conduit 3 passes through the pipe section hole 12 reserved above; one end of the positioning conduit 3 is located in the starting well 1 , and the other end of the positioning conduit 3 is located in the receiving well 2 .

[0109] see figure 1 , a kind of soil tunnel support structure construction method that crosses existing railway, comprises the following steps:

[0110] Step 1: Preparatory work for construction, including:

[0111] 1.1. Select areas on both sides of the existing railway, and construct the originating shaft 1 and the receiving shaft 2;

[0112] 1.2. Set up several winches 5 on the well wall of the receiving shaft 2 away from the originating shaft 1, and set the drill...

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Abstract

The invention provides an earth tunnel supporting structure passing through an existing railway and a construction method thereof. The construction method comprises the steps that guide pipe hole channels are obtained through drilling and locating guide pipes are arranged in the guide pipe hole channels; the other ends of cables of which one ends are connected with winches pass through the locating guide pipes and the cables go in from one ends of the locating guide pipes and go out from the other ends of the locating guide pipes; after the cables go out of the locating guide pipes, the cablesgo in from one ends of tool bit hole channels and go out from the other ends of the tool bit hole channels; after going out from the other ends of the tool bit hole channels, the cables are connectedwith barbs, and the winches wind up the cables to pull tool bits into a soil body; and when the barbs move to the end along slit guide pipes, the barbs are pulled out along slits, the barbs are takendown, the other ends of the cables go in from one ends of first pipe joint hole channels, go out from the other ends of the first pipe joint hole channels and then are connected with the barbs, the winches wind up the cables to pull single first pipe joints into the soil body, and the above steps are repeated until the supporting structure is completed. Through the earth tunnel supporting structure passing through the existing railway and the construction method thereof, direction deviation generated during construction of the supporting structure can be reduced, and the construction speed isincreased. The earth tunnel supporting structure passing through the existing railway and the construction method thereof have the characteristics of being simple and efficient.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction, and in particular relates to an earth tunnel support structure passing through an existing railway and a construction method thereof. Background technique [0002] At present, pipe jacking is mostly used in the construction of tunnels crossing existing railways. It is necessary to dig originating shafts and receiving shafts, set up reaction walls, and then use jacks to jack pipes section by section. However, there are positioning deviations in traditional pipe jacking construction. , and it is difficult to adjust the positioning deviation. In addition, the friction force of the traditional jacking method has a large loss of jacking thrust, and the construction efficiency is low. Therefore, the traditional pipe jacking construction method is also relatively cumbersome and its construction progress is slow. Contents of the invention [0003] In order to overcome the deficiencies in th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/08E21D11/40E21D11/38E21D9/08
CPCE21D9/0607E21D9/08E21D11/08E21D11/38E21D11/40
Inventor 张玉伟肖珂辉宋战平范胜元田小旭周冠南毛建超
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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