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Comprehensive construction method suitable for super-large-section shield tunneling

A super-large cross-section, shield tunneling technology, which is applied in the direction of tunnels, tunnel linings, shaft linings, etc., can solve the problems of difficulty in removing temporary supports in mining methods, segment staggering in empty push section of shield tunneling, large excavation span in mining methods, etc. , to achieve the effect of reducing the risk of segment misalignment, reducing construction difficulty and risk, and reducing the risk of leakage

Pending Publication Date: 2021-02-09
CCCC SECOND HIGHWAY CONSULTANTS CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] For super-large-section shield tunnels, if the small shield mine + air push scheme is also adopted, the mining method will face large excavation spans, difficulties in removing temporary supports inside the mine method, and serious segment misalignment in the air push section of the shield tunneling tunnel. , Late leakage risk and other risks

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  • Comprehensive construction method suitable for super-large-section shield tunneling
  • Comprehensive construction method suitable for super-large-section shield tunneling

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Embodiment Construction

[0022] The present invention will be further described below in conjunction with accompanying drawing.

[0023] A comprehensive construction method suitable for excavation of a super-large section shield tunnel, comprising the following steps:

[0024] S1. Using the mining method to form the outer contour section 1 of the tunneling of the shield machine, such as figure 1 As shown, in the mining method construction, advance support 4, system bolt 3, temporary support 2 and shotcrete are required. In order to solve the safety problem between different excavation steps in super-large section mining method construction, the excavation method of double side wall pilot pit and temporary support 2 was chosen, that is, the excavation method of 5 steps and 11 steps.

[0025] S2. Before the tunneling of the shield machine, all temporary supports 2 in the section need to be removed. At this time, the secondary lining has not been implemented. In order to solve the requirement that the ...

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Abstract

The invention discloses a comprehensive construction method suitable for super-large-section shield tunneling. The comprehensive construction method comprises the following steps that a mining methodis adopted for construction to form an outer contour section tunneled by a shield tunneling machine; a fixed length serves as a joint in the section, a temporary support applied to mining method construction in the section is gradually removed, and a backfill material is synchronously applied for replacement backfill when the temporary support is removed until the space of the whole section is completely replaced and backfilled; and the shield tunneling machine is adopted for tunneling and assembling a segment structure in the backfill material subjected to replacement backfill, and a permanent functional space is formed. According to the construction method, super-large-section shield tunneling is conducted after the backfill material is used for replacement backfill, the construction difficulty and risk that the shield tunneling machine directly penetrates through a local high-strength hard rock section are reduced, the problem that backfill construction is difficult to conduct in arough hole excavated through a mining method is solved, in addition, the backfill material can provide counterforce for segment assembly, a waterproof sealing gasket is pressed, the leakage risk is reduced, and meanwhile the risk of segment staggering in the empty pushing process of the shield tunneling machine is reduced.

Description

technical field [0001] The invention relates to the technical field of tunnel engineering, in particular to a comprehensive construction method suitable for excavation of super-large-section shield tunnels. Background technique [0002] For weak ground, it is more suitable for mechanical construction, that is, the shield tunneling scheme is used, which is a commonly used construction method at present. For the case where the entire tunnel is located in rock formations with good geological conditions, the traditional mining method is used for construction, that is, the method of initial support and slag extraction after blasting. [0003] With the development of infrastructure construction, there are more and more geological problems faced by tunnel construction, and the problems are becoming more and more new. The geological differences of the same tunnel are getting bigger and bigger. Some sections of the road are often soft strata and some sections are hard rocks. situati...

Claims

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Application Information

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IPC IPC(8): E21D9/00E21D9/06E21D11/00E21D11/10E21D11/08
CPCE21D9/00E21D9/0607E21D11/003E21D11/10E21D11/08
Inventor 史世波刘继国杨林松舒恒陈坤曾琛超郭锐武建力刘夏临
Owner CCCC SECOND HIGHWAY CONSULTANTS CO LTD
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