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Shield construction method for subway underneath passing highway

A construction method and highway technology, applied in earth-moving drilling, mining equipment, tunnels, etc., can solve problems such as safety risks, groundwater disturbance, soil layer loss, etc., to reduce disturbance, reduce land subsidence control, and reduce disturbance. Effect

Pending Publication Date: 2022-04-08
CHINA RAILWAY NO 5 ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When the shield machine tunnels under the expressway, it will cause soil layer loss and groundwater disturbance, resulting in settlement deformation and increased gravity, which will lead to the settlement of the expressway and pose a safety risk
At present, there is no construction method that can well control the track settlement for the shield construction of the subway under the expressway.

Method used

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  • Shield construction method for subway underneath passing highway

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Embodiment Construction

[0018] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0019] like figure 1 As shown, the shield construction method of the subway passing through the expressway in this embodiment includes the following steps:

[0020] (S1) Use the shield machine to excavate the rock and soil layer until it reaches a section that is not less than 12 to 15 meters away from the expressway, and correct the posture of the shield machine several times, so that the shield machine At the position of 12 to 15 meters on the road, it meets the attitude requirements of the designed excavation path;

[0021] (S2) Starting from a position 12 to 15 meters away from the expressway, the tunneling speed of the shield machine is controlled at 30 to 50 mm / min, the thrust is controlled at 12000KN to 15000KN, and the torque is controlled at 2000KN m to 3000KN m;

[0022] (S3) Until the shield machine excavates through the ...

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Abstract

The invention discloses a subway underneath passing highway shield construction method which comprises the steps that a shield tunneling machine is adopted to conduct tunneling in a rock-soil layer until the distance between the shield tunneling machine and a highway is not smaller than 12-15 m, the posture of the shield tunneling machine is corrected in multiple times, and the posture requirement of a designed tunneling path is met when the shield tunneling machine conducts tunneling to the position 12-15 m away from the highway; starting from the position 12-15 meters away from the highway, the tunneling speed of the shield tunneling machine is controlled to be 30-50 mm / min, the thrust is controlled to be 12000-15000 KN, and the torque is controlled to be 2000-3000 KN. M; and the shield tunneling machine is tunneled to penetrate through the highway and is tunneled to a position which is not less than 12 meters away from the highway. The method has the advantages that disturbance to surrounding soil can be effectively reduced, land subsidence can be effectively controlled, safety is high, construction is easy and convenient, and operation, popularization and implementation are easy.

Description

technical field [0001] The invention relates to the technical field of shield tunneling construction, in particular to a shield tunneling construction method for a subway underpassing an expressway. Background technique [0002] In subway shield construction, it is often necessary to cross the expressway. When the shield machine tunnels under the expressway, it will cause soil layer loss and groundwater disturbance, resulting in settlement deformation and increased gravity, which will lead to the settlement of the expressway and pose a safety risk. At present, there is no construction method that can well control the track settlement for the shield construction of the subway under the expressway. Contents of the invention [0003] The technical problem to be solved by the present invention is to overcome the deficiencies in the prior art and provide a subway underpass that can effectively reduce the disturbance to the surrounding soil and control the ground subsidence, ha...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/06E21D9/093C04B28/00
Inventor 曹振兴李术才周浩邵伟李洋龙根望夏真荣颜桢炜
Owner CHINA RAILWAY NO 5 ENG GRP