Method for preventing surface collapse when shield tunneling machine starts and immediately underneath passes existing shield tunnel

A technology of shield tunneling and shield machine, which is applied in the field of Ming Dynasty, can solve problems such as inability to construct and difficult construction, and achieve the effects of low construction accuracy, convenient replacement, and guaranteed construction quality

Pending Publication Date: 2019-05-03
URBAN MASS TRANSIT ENG CO LTD OF CHINA RAILWAY 11TH BUREAU GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Whether it is to establish the pressure of the soil bin in advance or the grouting of the segment, the requirements for the construction period, the working environment and the construction space are relatively high. For some construction projects with tight construction schedules, limited working environment and limited space, there will be construction difficulties, and even Unable to construct

Method used

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  • Method for preventing surface collapse when shield tunneling machine starts and immediately underneath passes existing shield tunnel
  • Method for preventing surface collapse when shield tunneling machine starts and immediately underneath passes existing shield tunnel
  • Method for preventing surface collapse when shield tunneling machine starts and immediately underneath passes existing shield tunnel

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Embodiment Construction

[0062] The present invention will be further described below in conjunction with the embodiments and accompanying drawings.

[0063] The embodiment is based on the specific construction site where the shield tunneling of a certain section of Metro Line 6 passes under the existing Line 3. The length of the left line of this section is 823.842m, and the length of the right line is 821.940m. The distance between the starting station and the outer end wall of the main body of the existing Line 3 is 8m, and the length of the forward penetration is 20m. 1~28 is the underpass and high-risk section. The buried depth of the shield tunnel at the underpass is 20.39m. The vertical spacing of tunnels is 4.065m. The groundwater in the lower section is relatively rich. This section is located in the first-level terrace of the alluvial plain of the Minjiang River system. The surface water is Fuhe water. The groundwater is mainly the upper stagnant water, Quaternary sand, and pebble soil in th...

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Abstract

The invention provides a method for preventing surface collapse when a shield tunneling machine starts and immediately underneath passes an existing shield tunnel. The method for preventing surface collapse when the shield tunneling machine starts and immediately underneath passes the existing shield tunnel specifically comprises the steps that firstly, multiple layers of pipe sheds are arranged between a shield tunnel portal contour line and an existing tunnel, then an extension steel ring is added at a shield tunnel portal opening, the steel ring is reinforced by adopting a steel ring support structure, the extension steel ring is connected with a portal pre-embedded ring plate, at least two wire brushes are arranged in the middle of the extension steel ring, a cord fabric rubber plate is arranged on the end part of the extension steel ring, a plurality of cavities are formed, a ring of ball valves are mounted on the position, corresponding to every cavities, outside the extension steel ring, an anti-head-planting structure is arranged on the bottom of the extension steel ring, finally, a shield tunneling machine cutter disc is improved before a shield goes down a well, a strengthened net is arranged on the opening position of the cutter disc, and anti-twist blocks are arranged on a shield body. According to the method for preventing surface collapse when the shield tunnelingmachine starts and immediately underneath passes the existing shield tunnel, it is guaranteed that in the process of starting and immediate underneath passing an existing line, the existing line is not influenced, shield construction can be completed in planned time, and whole subway construction is not delayed.

Description

technical field [0001] The invention belongs to the field of shield construction, and specifically relates to a construction method for preventing ground subsidence when a shield machine starts to pass through an existing shield tunnel. Shield machine transformation, shield grouting and other construction steps increase the stability of the starting section of the shield tunneling, establish a complete and effective soil chamber pressure before the starting of the shield tunneling, and ensure that the shield machine is safe, fast and efficient at the starting time. Pass through the existing shield tunnel smoothly to prevent ground subsidence when the shield machine starts to go down the existing shield tunnel. Background technique [0002] With the rapid development of my country's economy, people's pace of life is gradually accelerating, and more and more people begin to flock to the city, which puts pressure on urban traffic. An important means of transportation for traffi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/06E21D9/08E21D11/10E21D11/18
Inventor 王亚运万维燕汪婧何成兵段红海练才园彭志宏
Owner URBAN MASS TRANSIT ENG CO LTD OF CHINA RAILWAY 11TH BUREAU GRP
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