Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station

A technology for shield tunnels and subway stations, which is applied in tunnels, tunnel linings, earthwork drilling and mining, etc., and can solve problems such as construction interference between interval tunnels and stations, difficulties in double-tunnel and double-track interval lines, and difficult layout of double-track tunnels. The effect of solving construction planning conflicts, flexible construction planning, and small expansion and excavation works

Inactive Publication Date: 2015-05-20
BEIJING MUNICIPAL CONSTR +4
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] (1) It is difficult to coordinate the construction of the section shield and the station
[0004] At present, the conventional shield interval tunnels are in the form of two holes and two lines, and the stations are generally constructed by the open cut (cover excavation) method, which has the problem of frequent starting, receiving and U-turning of shield tunnels, and the construction of inter...

Method used

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  • Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station
  • Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station
  • Method using multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building subway station

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Embodiment Construction

[0041] Please refer to the attached figure 1 To attach Figure 10 Shown, the present invention is a kind of method that expands and digs the large-diameter shield tunnel with multiple pilot tunnels and builds the method for subway station, and it comprises the following steps:

[0042] 1) if figure 1 As shown, a single-hole double-lane traffic tunnel 100 is formed after the shield tunnel passes the station, and the bottom longitudinal beam 1 , middle partition wall 2 and top longitudinal beam 3 of the station are constructed in the large-diameter shield tunnel at the station site. Longitudinal beams 1 and 3 are poured with C50 reinforced concrete, and are in direct contact with top segment 4 and bottom segment 5 . Since the longitudinal beams and segments may be subjected to eccentric loads during the excavation stage of the soil on both sides of the shield tunnel and the segment removal stage, a shear key is set between the top segment and the second lining of the main arch...

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Abstract

The invention relates to a method using a multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building a subway station. In a single-hole double-track tunnel, pipe piece structures of the bottom and the top of a shield are reserved, and a bottom longitudinal beam, a middle partitioning beam and a top longitudinal beam of a station structure are subjected to construction. The residual station structures on the two sides of a shield tunnel are formed by expanding excavation, air flues at the two ends are used as working faces, through a separating expanding excavation construction method, station portions on the two sides of the large shield tunnel are subjected to excavation and supporting from top to bottom, structure casting of the station expanding excavation portions is completed from bottom to top, meanwhile, measures of connecting between a cast-in-place structure and a reserved pipe piece are well carried out, and a single-layer side platform subway station. According to the method using the multi-pilot-tunnel expanding excavation large-diameter shield tunnel for building the subway station, the stress mode of a structure stress system is converted from initial pipe piece annular stress into combination of a part of the pipe piece, initial-supporting stress and beam-wall stress, and the structure has the advantages that stress is clear, converting is reasonable, and construction is convenient.

Description

【Technical field】 [0001] The invention relates to a construction method of a subway station, in particular to a method for constructing a subway station by expanding and excavating a large-diameter shield tunnel with multiple pilot holes, and belongs to the technical field of rail transit engineering. 【Background technique】 [0002] The shield method is widely used in subway tunnel construction because of its advantages of high construction efficiency and good effect of controlling ground settlement. The construction of subway tunnels using the shield method and the construction of stations using the open (cover) excavation method are a major mode of subway construction at present. The existing environment will be more complex, and this construction mode faces severe challenges, which are mainly reflected in the following aspects: [0003] (1) It is difficult to coordinate the construction of the section shield and the station [0004] At present, the conventional shield i...

Claims

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Application Information

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IPC IPC(8): E21D9/14E21D9/06E21D11/10
CPCE21D9/14E21D9/06E21D9/0607E21D11/105
Inventor 孔恒杨秀仁李宏安钟德文曾德光赵衍发颜莓汪挺郑昊张彦张汎李振东李爱民孙文龙路宗存王文军庞振勇关爱博丁德云李会李斌刘军
Owner BEIJING MUNICIPAL CONSTR
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