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Construction method of shield tunneling through the existing railway station building in expansive soil layer

A construction method and railway station technology, which is applied to earth drilling, underground chambers, shaft equipment, etc. It can solve problems such as the instability of the excavation surface, the impact on the safety of upper buildings and tunnels, and the inability to guarantee that the shield will not have an impact. , to achieve the effect of preventing under-excavation and over-excavation, and avoiding surface settlement

Active Publication Date: 2021-06-08
CHINA RAILWAY TUNNEL GROUP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Since the completion of Beijing Subway Line 1 in my country, more and more cities have built or are building subways in China. With the construction of more and more rail transit, the construction environment has become more complicated. Intersecting constructions between stations have also occurred one after another. At present, the subway crosses the railway station mainly through the station road, etc., and there is no construction example of the shield tunneling through the railway station building. The impact of the surrounding environment and the safety of the upper structure of the operating station building are the problems that need to be solved during the construction process
[0004] Due to the early construction of the railway station building, there is a soft and hard uneven soil layer under it. During the shield excavation process, the main engine has the inertia to shift to the softer side of the stratum, and encounters the expansive soil stratum with a high natural moisture content. It is easy to cause water gushing and make the excavation surface unstable, which in turn affects the safety of the upper buildings and the tunnel itself. The current existing construction methods cannot accurately control the pressure of the soil bin and the loss of the soil layer; it is impossible to accurately grasp the impact on the ground buildings. degree and impact; there is no guarantee that shield tunneling will not have an impact on groundwater; therefore, how to control construction parameters is a difficult problem that must be faced in the preliminary research

Method used

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  • Construction method of shield tunneling through the existing railway station building in expansive soil layer
  • Construction method of shield tunneling through the existing railway station building in expansive soil layer
  • Construction method of shield tunneling through the existing railway station building in expansive soil layer

Examples

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Embodiment 1

[0075] This example is the third phase of Hefei City Rail Transit No. 1, the Yaohai Park Station ~ Hefei Railway Station (hereinafter referred to as Hefei Station).

[0076] Hefei Station is early (start construction in 1994), and 2010 rebug construction, the project of this project continuously is wearing train station, and there are few people in China and abroad.

[0077] Hefei Rail Transit No. 1 Project Yaohai Park Station ~ Hefei Station, using 2 shields, 3 shields, the left and right lines are started at the southern end of Yaohai Park Station, and recently received on both sides of Hefei Station. After the line from Yaohai Park Station, the second ring road was taken from the slope of 28 ‰ and 7.74 ‰ (8.6 ‰), after the 7th residential buildings of Xiangjiang International Jiayuan, and then 26.749. ‰ (Right Line 28 ‰) Under the slope of the Hefei Railway Station, the unpassive shed, the shares, and the Hefei Railway Station station arrived at Hefei Station. Two groups of R =...

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Abstract

The invention belongs to the technical field of shield tunneling, and in particular relates to a construction method for shield tunneling through an expansive soil layer through an existing railway station building. Firstly, an exploration is carried out on the underpassed railway station building, which is convenient for reference in subsequent construction; secondly, a measuring device is arranged. , to detect the ground surface settlement around the shield interval, the settlement of the shield segment vault and the surrounding convergence, the ground pressure of the shield tunnel, the horizontal displacement of the soil, the settlement and deformation of the ground building; again, set the shield parameters, through accurate calculation The soil pressure on the face of the tunnel can be determined to determine the soil pressure of the shield machine, and by determining the maximum soil layer loss, under-excavation and over-excavation can be prevented, so that the soil pressure on the face of the tunnel can be maintained in balance during the process of passing through the railway station building, and avoid The shield construction affects the stress of the soil layer; the disturbance of the shield construction to the surrounding soil layer is reduced by setting the speed of the shield tunneling machine and the amount of correction; finally, as the shield tunneling progresses, inject synchronous injection pulp material.

Description

Technical field [0001] The present invention belongs to the field of shield construction technology, and is specifically involved in an expansion soil shield through a construction method of both a railway station. Background technique [0002] The shield method has a small vibration, low noise, fast construction progress, reliable operation, high installation accuracy, reliable lining, good waterproof performance, small surface settlement, less venue, and life along the land, underground ground The advantages of small structures or buildings affect. At present, the shield method has become an important optional tunnel construction method in the field of cross-river projects and underground tunnels in my country, and many occasions have become preferred and even unique methods in many occasions. [0003] Since the completion of Beijing Metro Line 1, my country has built or built a subway, with more and more rail transportation construction, the construction environment has become...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/06E21D9/00E21D11/08E21D11/10
CPCE21D9/001E21D9/003E21D9/06E21D11/08E21D11/10E21D9/0609
Inventor 刘志涛席培胜冀叶涛刘旭鹏刘洋王少波库红艳
Owner CHINA RAILWAY TUNNEL GROUP CO LTD