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Rapid construction method for long and long double-arch tunnel

A construction method and technology for tunnel construction, applied in tunnels, earthwork drilling, mining equipment, etc., can solve problems such as inability to construct partition walls and inability to excavate main holes, achieve reliable economical construction, increase construction work surface, eliminate safe effect

Active Publication Date: 2017-02-01
江苏中车城市发展有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention aims to provide a safe, rapid and economical rapid construction method for long double-arch tunnels, which can solve the problem that the middle partition wall cannot be constructed before the middle pilot tunnel is penetrated in the construction of the three-pilot tunnel method, which leads to the inability to open the main tunnel The technical problems of excavation can be avoided, and the safety and quality hidden dangers brought about by the trench-hopping excavation method of the middle partition wall and the excavation method without pilot tunnel can be avoided

Method used

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  • Rapid construction method for long and long double-arch tunnel
  • Rapid construction method for long and long double-arch tunnel
  • Rapid construction method for long and long double-arch tunnel

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Embodiment Construction

[0017] Below by embodiment and in conjunction with accompanying drawing, the present invention will be further described:

[0018] A rapid construction method for long and long double-arch tunnels. First, the tunnel is divided into 2n sections along the longitudinal direction according to the length, that is, from the tunnel entrance to the exit, it is divided into 0-1 sections, 1-2 sections, ..., n -1~n section, ..., 2n-1~2n section, the tunnel is constructed simultaneously from the entrance and exit. In this embodiment, n=3 is taken as an example for introduction. In actual construction, the value of n can be determined according to the construction period, construction cost and on-site construction organization requirements. The following implementation steps are all explained by the tunnel construction of sections 0-3, and the tunnel construction of sections 4-6 and the tunnel construction of sections 0-3 are carried out symmetrically at the same time, and will not be repe...

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Abstract

The invention discloses a rapid construction method for a long and large double-multiple arch tunnel. The tunnel is equally divided into 2n sections according to the length along the longitudinal direction; 0-n section of tunnel construction is used for illustration; n-2n section of tunnel construction and 0-n section of tunnel construction are symmetrically carried out at the same time. The method comprises the steps: step (1), 0-1 section is constructed in a hole, a mid-guiding hole is firstly excavated and supported, and a left side wall guiding hole and a right side wall guiding hole are excavated and supported in a way of lagging the mid-guiding hole for a certain safe distance; and step (2)-step (5), construction passages are alternately converted to continue carrying out a next period of construction; the phenomenon that mutual interference happens to construction of a middle wall, the left side wall guiding hole, the right side wall guiding hole, the mid-guiding hole, a left main hole and a right main hole; the middle wall at a (n-1)st contact channel is constructed after the construction of n-2 section-n-1 section of left main hole and n-1 section-n section of middle wall is completed; afterwards, the construction passages are converted again; and the left main hole and the right main hole are respectively used as respective construction passages to complete the construction of the rest n-1 section-n section of left main hole and right main hole.

Description

technical field [0001] The invention relates to the field of tunnel construction, and is particularly applicable to the construction method of double-connected arches. Background technique [0002] In recent years, double-arch tunnels have gradually been favored by people because of their advantages such as easy wiring, less land occupation, and environmental protection. According to different geological conditions, the traditional double-arch tunnel construction methods mainly include: middle pilot tunnel construction method, three pilot tunnel construction method, single tunnel construction method and double tunnel full-section parallel construction method. Among them, under the surrounding rock conditions of grades IV and V, especially for large-section tunnels, the construction method of three pilot tunnels is currently mainly used. This construction method has the advantages of early closure of front tunnel support and high safety of the structure during construction. ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00
Inventor 王猛张艳艳冀文有刘化宽
Owner 江苏中车城市发展有限公司
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