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Method for excavating micro benches of large-section loess tunnel, and bench structure of large-section loess tunnel

A technology of loess tunnels and micro-steps, applied in tunnels, tunnel linings, earthwork drilling, etc., can solve the problems of difficulty in large-scale machinery and equipment, which has not been reported in reports, and slow construction of loess tunnels. Effects of Instability, Duration and Project Cost Reduction

Pending Publication Date: 2020-07-28
CHINA TIESIJU CIVIL ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the micro-step excavation method for large-section loess tunnels has not yet been reported.
[0003] In view of the fact that the large-section loess tunnel adopts the three-stage seven-step method to reserve the core soil through the upper, middle, and lower steps, and divides the tunnel into seven parts, but due to the existence of layered steps in the middle part, it is difficult for large-scale mechanical equipment to move on the steps. Forming effective operation, resulting in the slow construction speed of the loess tunnel, which makes it necessary to design a tunnel step excavation method in practical application to meet the fast and efficient tunnel operation

Method used

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  • Method for excavating micro benches of large-section loess tunnel, and bench structure of large-section loess tunnel

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Effect test

Embodiment Construction

[0022] The present invention will be further described below in conjunction with accompanying drawing:

[0023] Such as figure 1 The shown step structure has an excavation method, and this excavation method excavates steps with two construction levels in the excavation construction direction located at the ramp 8, which are respectively formed by the first construction level at the middle level of the ramp 8. The middle steps of the construction and the lower steps of the construction of the second construction layer located at the bottom of the ramp 8, the middle steps include the left middle steps 5 and the right middle steps 4 respectively located on both sides of the ramp 8, and the lower steps Including the lower left step 7 and the lower right step 6 located on both sides of the ramp 8, during the excavation process, the specific excavation steps of the above-mentioned upper step, middle step and lower step include the following:

[0024] Step 1: excavate the ramp 8, wh...

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Abstract

The invention discloses a method for excavating micro benches of a large-section loess tunnel. The method comprises the following steps of excavating a ramp; excavating an upper bench located at the upper layer, and performing reserving at the middle part of the upper bench to form an upper core loess layer; excavating a middle bench, and trimming the upper core loess layer to form a middle core loess layer located in the bench surface of the middle bench; excavating a lower bench; and excavating an inverted arch. According to the method disclosed by the invention, the tunnel is vertically divided into three layers of benches, a core loess layer is reserved by the upper bench to form an earth column supporting tunnel face, so that the situation that the tunnel face is destabilized is avoided; and besides, the arranged inclined ramp is used in the whole construction operation stage of the upper bench, the middle bench and the lower bench, so that the large-scale machines can effectivelyoperate in the ramp; and the ramp is used in the whole construction stage of the benches, so that the spacing between the benches is reduced.

Description

technical field [0001] The invention relates to the technical field of tunnel excavation, in particular to a micro-step excavation method for a large-section loess tunnel and a step structure thereof. Background technique [0002] The scale of infrastructure construction is unprecedentedly high, the traffic road network continues to expand and improve, and long tunnels for railways and highways will continue to emerge in the central and western regions. There is a wide range of loess strata distributed in Northwest my country, and the three-step and seven-step method has been widely used in the excavation of loess tunnels. However, the micro-step excavation method for large-section loess tunnels has not been reported yet. [0003] In view of the fact that the large-section loess tunnel adopts the three-stage seven-step method to reserve the core soil through the upper, middle, and lower steps, and divides the tunnel into seven parts, but due to the existence of layered step...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/04E21D9/12E21D11/00E21D11/18E21D11/10
CPCE21D9/04E21D9/12E21D11/003E21D11/18E21D11/10
Inventor 张军平姚大闯何维博张树发李春林戴文辉徐小飞
Owner CHINA TIESIJU CIVIL ENG GRP CO LTD
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