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Safe construction method for mine tunnel

A construction method and tunnel technology, applied in the field of rail transit, can solve the problems of insufficient thickness, back holes, and falling blocks.

Pending Publication Date: 2021-06-01
HUANGHE JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] As a means of rail transportation, the railway relies on the safe operation of the tunnel to ensure the safety of the railway track and the station. During the construction of the railway tunnel, due to the influence of the surrounding rock disturbed by the underground excavation, the surrounding rock needs manual support, and it is carried out in accordance with strict construction procedures. In tunnel construction, the secondary lining of traditional tunnels usually uses a lining formwork trolley for integral casting and is connected with the inverted arch to form a ring. However, most of the secondary lining arches constructed by this construction method have defects such as voids behind, insufficient thickness or insufficient strength.
With the increase of the operation time of the tunnel, the problem of secondary lining arch defects has become more and more prominent, which has brought serious quality problems such as longitudinal cracking and block loss of the lining. The operation has created a great safety hazard. On the one hand, it will cause the vault to fall off, which will affect the safe passage of the train; unstable

Method used

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  • Safe construction method for mine tunnel
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  • Safe construction method for mine tunnel

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0051] combine figure 1 , in the prior art, the tunnel structure includes secondary lining, initial support, inverted arch and backfill layer, wherein the inverted arch is arranged at the bottom of the tunnel, and upper linings are arranged at both ends of the inverted arch, and the inverted arch (bottom plate) is used to Combined with the upper lining structure to form a lining ring, they together form a closed permanent load-bearing structure. The bottom structure of the mining tunnel that is suitable for rapid construction passages, the inverted arch and the upper lining structure are generally cast-in-place structures. At the same time, the inverted arch must have It has a certain radian, and its structural height is deep in the middle and shallow on both sides. In order to facilitate the laying of tracks or roads, the space between the inverted arch and the upper rail or road surface is usually backfilled with plain concrete, but most of the secondary lining arches constru...

Embodiment 2

[0054] On the basis of embodiment 1, the present invention provides a kind of safe construction method that is used for mine tunnel, comprises the steps:

[0055] S1. After the excavation and initial support of the tunnel are completed, and the displacement rate shown by the monitoring measurements of the surrounding rock and initial support is stable, the construction of the secondary lining is started;

[0056] S2. Use the formwork trolley 6 to pour the side wall 3 lining, and pre-embed the joint 5 for connecting the prefabricated segment 4 at the connection between the side wall 3 and the two ends of the arch 1;

[0057] S3. Carry out the assembling operation of the joint 5 and the prefabricated segment 4, after every 5-6 pieces of the prefabricated segment 4 are installed, carry out the longitudinal pre-tightening construction and the back grouting of the arch 1;

[0058] S4. After completing the longitudinal preloading of the installed prefabricated segment 4, concrete is...

Embodiment 3

[0061] On the basis of Example 2, the joints of the prefabricated segments 4 are waterproofed with EPDM elastic waterproof gaskets, and the back of the prefabricated segments 4 prefabricated in the arch 1 is blocked by grouting, and the joints 5 L-shaped tenon or post-cast steel is adopted, and the joint 5 is embedded in the area of ​​the integral secondary lining structure with a bending moment of 0-3.

[0062] When the joint adopts L-shaped tenon, use the template trolley for the concrete lining of the side wall of the L-shaped tenon joint to pour the side wall lining, and assemble the prefabricated segments of the L-shaped tenon joint. Longitudinal pre-tightening construction and back grouting of the arch, repeat the above process until the segment assembly of this section is completed.

[0063] When the post-cast steel joint is used, the formwork trolley for the side wall concrete lining of the post-cast steel joint is used to pour the secondary lining side wall, and the s...

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Abstract

The invention relates to a safe construction method for a mine tunnel. The two ends of an arch part are in cast-in-place butt joint with the two ends of an inverted arch through side walls correspondingly, and the arch part is subjected to secondary lining through prefabricated pipe pieces. The safe construction method comprises the steps that S1, after excavation and primary supporting of the tunnel are completed, construction of secondary lining is started; S2, the side walls are subjected to lining pouring through a formwork trolley, and connectors used for connecting the prefabricated pipe pieces are pre-buried in the connecting positions of the side walls and the two ends of the arch part; S3, the connectors and the prefabricated pipe pieces are assembled, and longitudinal pre-tightening construction and arch part back grouting are conducted; S4, the connectors are subjected to concrete pouring; and S5, the step S3 and the step S4 are repeated till all the prefabricated pipe pieces are assembled. According to the safe construction method, the arch part is made of the prefabricated pipe pieces, the rest of the parts are subjected to cast-in-place through the lining formwork trolley, the prefabricated pipe pieces and the cast-in-place side walls are connected through the connectors, and holes existing in the whole-ring cast-in-place process can be eliminated in the prefabricating stage.

Description

technical field [0001] The invention belongs to the technical field of rail transit, and in particular relates to a safe construction method for mine tunnels. Background technique [0002] During the construction of the tunnel, due to the control of the groundwater level, the excavation of the soil, the grouting reinforcement and other construction forms, the soil is disturbed to varying degrees, which causes changes in the soil structure, resulting in Subsidence occurs on the surface. The mining method refers to the construction method of constructing tunnels by excavating underground tunnels. The mining method is a traditional construction method. Its basic principle is that after the tunnel is excavated, it is affected by blasting, causing the rock mass to rupture and form a slack state. , It may collapse at any time. Based on this theoretical basis of slack load, the construction method is to adopt a segmented excavation one by one according to the order of divisions, a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D11/08E21D11/10E21D11/38E21D20/00
CPCE21D11/00E21D11/08E21D11/102E21D11/105E21D11/385E21D20/00
Inventor 刘钊王涛涛李迎超高卫亮姬程飞仇模伟周辰闫思洁陶亚萍陶小委臧小静张云飞
Owner HUANGHE JIAOTONG UNIV