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Tunnel construction method for formation with upper soft part and lower hard part

A technology for tunnel construction and hard ground. It is applied in tunnels, tunnel linings, underground chambers, etc., and can solve problems such as high risk of water inrush, high risk of sudden dissolution of water, and broken pipelines.

Active Publication Date: 2020-03-24
THE FOURTH ENG CO LTD OF CHINA RAILWAYNO 20 BUREAU GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the above-mentioned single reinforcement method still cannot guarantee the construction safety of the tunnel section at the junction of the shield tunneling method and the mining method where the surrounding rock is relatively broken and rich in water, and there are the following risks: First, sand and landslide risks: due to the large excavation section , the vault is buried shallowly and the surrounding rock is relatively broken. Under the influence of tunnel blasting construction and direct hole grouting in the cave, it is very easy to cause sand gushing and landslide disasters in the cave; sand gushing and landslides in the cave cause the loss of the stratum above the tunnel, which will cause Developed into surface subsidence, pipeline fracture and damage; second, poor lithology, high risk of water inrush: poor lithology and thicker medium-coarse sand layer in the upper part, low-lying terrain, large water volume, sufficient supply, large confined water, and intrusive water high risk

Method used

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  • Tunnel construction method for formation with upper soft part and lower hard part
  • Tunnel construction method for formation with upper soft part and lower hard part
  • Tunnel construction method for formation with upper soft part and lower hard part

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Embodiment Construction

[0103] Such as figure 1 Shown is a kind of tunnel construction method in the upper soft and lower hard formations, the tunnel main hole of the constructed tunnel is divided into the entrance side tunnel 21 and the exit side tunnel 22 with the tunnel inclined shaft 13 as the boundary, and the tunnel inclined shaft 13 is the same as For the tunnels connected by the main tunnel, see Figure 11 ;

[0104] When the constructed tunnel is constructed, the entrance side tunnel 21 and the exit side tunnel 22 are constructed simultaneously through the tunnel inclined shaft 13; the construction methods of the entrance side tunnel 21 and the exit side tunnel 22 are the same and both Construction is carried out from the back to the front;

[0105] to combine image 3 with Figure 16 , the entrance side tunnel 21 and the exit side tunnel 22 are tunnels to be constructed; the tunnel to be constructed includes a rear tunnel section and a front tunnel section positioned ahead of the rear t...

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Abstract

The invention discloses a tunnel construction method for a formation with an upper soft part and a lower hard part. During construction of any one of to-be-constructed tunnels of the construction tunnel, the method comprises the following steps: 1, performing back side tunnel segment excavation and preliminary bracing construction; 2, performing junction tunnel segment surrounding rock reinforcement and back side tunnel segment in-cavity temporary reinforcement; 3, disassembling a tunnel temporary supporting cover arch; 4, enabling a shield tunneling machine to move forwards and performing tunnel secondary lining construction; and 5, performing shield tunneling construction. The method is reasonable in design, simple and convenient to construct and good in use effect; the stability of theback side tunnel segment is guaranteed by a tunnel temporary supporting cover arch; the junction tunnel segment surrounding rock is effectively reinforced by a mode of combining ground surface grouting reinforcement with in-cavity reinforcement, so that the mechanical property of the surrounding rock can be effectively improved, the safe construction of the tunnel can be effectively guaranteed andsurface subsidence caused by excavation can be effectively reduced; and after the junction tunnel segment surrounding rod reinforcement is completed, the tunnel temporary supporting cover arch is disassembled and the shield tunneling machine moves towards in place to perform construction on the front side tunnel segment, so the construction process is safe and reliable.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction, and in particular relates to a tunnel construction method in upper soft and lower hard strata. Background technique [0002] The mining method (also known as the shallow burial method) refers to the construction method of tunnel construction by excavating underground tunnels. The mining method is a tunnel excavation construction method of the underground method, mainly using the drilling and blasting method The construction method of excavating sections to build tunnels and underground works. The shield tunneling method is a fully mechanized construction method in the underground excavation method. It pushes the shield machine in the ground, and supports the surrounding rock through the shield casing and segments to prevent collapse into the tunnel; A mechanized construction method in which the soil is excavated with a cutting device in front of the excavation face, transported out o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00E21D9/06E21D11/00E21D11/10
CPCE21D9/00E21D9/0607E21D11/003E21D11/10E21D11/107
Inventor 韩超张利军张林肖先刘金明
Owner THE FOURTH ENG CO LTD OF CHINA RAILWAYNO 20 BUREAU GRP
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