Prefabricated plate track structure applicable to circular tunnel

A technology of prefabricated slabs and tunnels, which is applied to tracks, roads, ballast layers, etc., can solve problems such as maintenance difficulties, tight boundaries, and irregular shapes of filling layers, so as to reduce the risk of water seepage, facilitate repair and maintenance, increase The effect of cross-sectional area

Pending Publication Date: 2017-08-11
GUANGZHOU METRO DESIGN & RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the prefabricated track slab technology is mostly used in the ground line or elevated line of rail transit. The circular tunnel with an inner diameter of 5.4m underground has been plagued by problems such as tight limits, difficult drainage settings, poor structural integrity of the track slab, and difficult maintenance and repairs in the later period. Prefabricated track slab technology has not been promoted on a large scale
For example, in the patent application document titled "A prefabricated slab-type damping track structure system and supporting construction method" with the application number "201610013534.7", the drainage ditch is poured from the filling layer, which leads to irregular shapes of the filling layer. The difficulty of pouring is increased, and at the same time, the cross-sectional area of ​​the drainage ditch is reduced, the drainage efficiency is reduced, and the water is in direct contact with the filling layer, which will also affect the service life of the filling layer

Method used

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  • Prefabricated plate track structure applicable to circular tunnel
  • Prefabricated plate track structure applicable to circular tunnel
  • Prefabricated plate track structure applicable to circular tunnel

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0029] A prefabricated slab track structure applied to a circular tunnel, comprising a base 1, a geotextile 2 and a track slab 4 arranged in sequence from bottom to top. Geotextile 2 and track slab 4 adjustment layer 3. After the relative positions of base 1, geotextile 2 and track slab 4 are determined, concrete is poured to form adjustment layer 3, which is used to eliminate manufacturing errors of the base and track slab. The geotextile 2 is used to isolate the base 1 and the adjustment layer 3 to facilitate the separation of the adjustment layer 3 from the base 1. When the base 1 has quality problems, the adjustment layer 3 is lifted to facilitate the maintenance of the base 1. The bottom of track plate 4 is provided with connecting position 41, and connecting position 41 is fixedly connected with reinforcing bar mesh 42, and reinforcing bar net 42 is arranged in adjusting layer 3, makes track plate and adjusting layer 3 fixedly combined. Both sides of the track plate 4 ar...

Embodiment 2

[0034] The difference between implementation 2 and embodiment 1 is that: in implementation 1, the upper part of base 1 is a horizontal plane structure, which is suitable for straight tunnels; in embodiment 2, the upper part of base 1 is an inclined plane structure, and the structure It is suitable for curved tunnels, wherein the inclination angle of the upper plane structure of the base 1 depends on the curvature of the curved tunnel and the design speed per hour of the train.

[0035] A construction method for a prefabricated slab track structure applied to a circular tunnel according to the present invention comprises the following steps:

[0036] S1: Fix the rail 6 on the upper part of the track slab 4, and fix the steel mesh 42 on the connection position 41 at the lower part of the track slab 4;

[0037] S2: Bundling the reinforcement cage of the base 1 and the limiting boss 11 and pouring the base 1 and the limiting boss 11;

[0038] S3: laying geotextile 2 on base 1;

...

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PUM

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Abstract

A prefabricated plate track structure applicable to a circular tunnel comprises a base, geotechnical cloth and a track plate which are arranged in sequence from bottom to top. An adjusting layer used for eliminating manufacturing errors of the base and the track plate is arranged between the geotechnical cloth and the track plate. A connection site is arranged at the bottom of the track plate, a reinforcing mesh is arranged in the adjusting layer, and the connection site is fixedly connected with the reinforcing mesh. Drainage ditches are arranged on the two sides of the track plate. Each drainage ditch is defined by the corresponding side wall of the track plate, the top face of the adjusting layer and the corresponding side wall of the circular tunnel. The track plate is provided with two steel rails parallel to each other. The adjusting layer and the base are separated by the geotechnical cloth, so that later overhauling and maintenance of the base are convenient; meanwhile, since each drainage ditch is defined by the corresponding side wall of the track plate, the top face of the adjusting layer and the corresponding side wall of the circular tunnel, the section area of the drainage ditches is increased, and the drainage efficiency is improved; and a water current does not make contact with the base, so that the risk of water seepage of the base is reduced, and the service life of the base is prolonged.

Description

technical field [0001] The invention belongs to the field of rail transit construction, and in particular relates to a prefabricated slab track structure applied to circular tunnels. Background technique [0002] Compared with traditional cast-in-place track slabs, prefabricated track slabs have great advantages, such as fast construction speed, high quality, environmental friendliness, and good maintainability. They are especially suitable for underground tunnel rail transit. [0003] At present, the prefabricated track slab technology is mostly used in the ground line or elevated line of rail transit. The circular tunnel with an inner diameter of 5.4m underground has been plagued by problems such as tight limits, difficult drainage settings, poor structural integrity of the track slab, and difficult maintenance and repairs in the later period. Prefabricated track slab technology has not been popularized on a large scale. For example, in the patent application document tit...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B1/00
CPCE01B1/002E01B1/008
Inventor 刘文武史海欧罗信伟吴梦贺利工吴嘉王仲林袁江丁先立吴刚卓文海刘堂辉曹亚博
Owner GUANGZHOU METRO DESIGN & RES INST
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