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Shield tunneling and shallow tunneling combined construction method for building underground station

A technology of shallow burial and underground excavation and construction methods, which is applied in underground chambers, earthwork drilling, wellbore lining, etc., and can solve the problems of restricting the application of shield tunneling technology, fast construction speed of shield tunneling method, and large difference in construction speed. Achieve the effect of improving the distance of one push, shortening the construction period and optimizing the construction organization

Inactive Publication Date: 2007-12-12
BEIJING JIAOTONG UNIV +2
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Problems solved by technology

However, there are large contradictions in the construction organization between the current shield tunnel and the station construction, and the construction speed of the two is quite different, resulting in low utilization rate of the shield machine, frequent disassembly, U-turn, and idle work in the tunnel. The serious phenomenon prevents the advantages of the shield tunneling method from being brought into full play, and at the same time may bring about a relatively large construction period risk, which greatly restricts the application of the shield tunneling technology in the subway project.

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  • Shield tunneling and shallow tunneling combined construction method for building underground station
  • Shield tunneling and shallow tunneling combined construction method for building underground station

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Embodiment Construction

[0040] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0041] In the construction process of the subway station combined with the shield tunneling method and the shallow buried underground excavation method, the main control items and contents are as follows:

[0042] As shown in Figures 1, 2, and 3,

[0043] 1) The distance between the soil-separated row piles 1 and the outer measurement of the shield tunnel and the diameter and spacing of the soil-separated row piles 1;

[0044] In the process of excavating the platform / station hall tunnel 5, due to its relatively large cross-section and high excavation height, large deformations will occur inside the stratum, which may cause the shield segments to deflect in the direction of the platform / station hall tunnel 5. Therefore, the soil-separated row piles 1 are constructed 1m outside the shield tunnel, and the diameter and spacing of the soil-separat...

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Abstract

A shield tunneling method combined with the shallow construction of the subway station construction method pertains to underground construction technology. The invention of the detailed construction methods as follows: 1) direct Shield Construction Terminal; 2) apply for soil pile around the shield tunnel lateral at a certain distance; 3) set up a temporary support columns in the shield tunnel, and apply for prestressed tightwire on the portrait of the canal slice; 4) use of shallow mining branch excavation intermediate platform / station office of the tunnel, apply for the initial support (or secondary lining); 5) grouting the soil side of the canal slice in the platform / station office of the tunnel; 6) excavate passengers evacuate horizontal channel that leading to shield tunnel, apply for the initial support; 7) remove the openings canal slice at the cross-channel, apply for secondary lining to retain the canal slice and cross-channel early support and secondary lining maintain good connection; 8) dismantle all the temporary support, apply platform board , complete the construction of the station. The invention can improve the quality of subway construction projects, reduce project costs, shorten the construction period.

Description

technical field [0001] The invention relates to a construction method for constructing a subway station by combining a shield tunneling method and a shallow buried underground excavation method, and belongs to the technical field of underground construction engineering. Background technique [0002] In order to speed up the subway construction speed, improve the project quality, and ensure construction safety, as many subway tunnels as possible should be constructed using the shield tunneling method. However, there are large contradictions in the construction organization between the current shield tunnel and the station construction, and the construction speed of the two is quite different, resulting in low utilization rate of the shield machine, frequent disassembly, U-turn, and idle work in the tunnel. The serious phenomenon prevents the advantages of shield tunneling method in fast construction from being brought into play, and at the same time may bring about greater co...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/04
Inventor 刘维宁罗富荣李兆平路美丽张新金贺少辉袁大军郭婷李晓霖李海锋许世伟
Owner BEIJING JIAOTONG UNIV
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