End thorn area reinforcing structure and construction method

A technology of reinforcing structure and end barb area, which is applied to the reinforcement structure and construction field of end barb area of ​​ballastless track, can solve the problems of strengthening end barb and subgrade consolidation, and achieves the improvement of end barb anchoring force, the realization of volume expansion, The effect of increasing frictional resistance

Active Publication Date: 2020-08-14
RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI +2
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Problems solved by technology

This technology remediates the deformation and displacement of the ballastless track end spines by grouting the sub

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  • End thorn area reinforcing structure and construction method
  • End thorn area reinforcing structure and construction method
  • End thorn area reinforcing structure and construction method

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[0036] In order to make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be described clearly and completely in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of the embodiments of the present invention, but not all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present invention.

[0037] The present invention will be further described in detail below in conjunction with the accompanying drawings:

[0038] Such as Figure 4 As shown, the present invention provides a reinforcement structure for the end stab zone of a ballastless track. The end stab zone reinforcement structure changes the end stab structure (tu...

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Abstract

The invention discloses an end thorn area reinforcing structure and a construction method. The end thorn area reinforcing structure comprises n-shaped end thorns; a first shield steel wall is horizontally arranged below main end thorns of the n-shaped end thorns, and the top of the first shield steel wall is connected with bottoms of the main end thorns through implanted reinforcing ribs; a secondshield steel wall and a third shield steel wall are arranged on a left side and a right side of the first shield steel wall, and reinforcing meshes are woven in the first shield steel wall, the second shield steel wall and the third shield steel wall and permeation-expansion type self-compacting concrete is filled; and the reinforcing meshes and the reinforcing ribs in the first shield steel wall, the second shield steel wall and the third shield steel wall are connected into a whole. According to the end thorn area reinforcing structure, the n-shaped end thorns are connected with the first shield steel wall, the second shield steel wall and the third shield steel wall through the reinforcing ribs, the reinforcing meshes and the permeation-expansion type self-compacting concrete, the original n-shaped end thorns are changed into inverted T-shaped end thorns, a track structure and a roadbed are well fixed together, and a reinforcing effect is better achieved.

Description

technical field [0001] The invention relates to the technical field of ballastless track, in particular to a reinforcement structure and a construction method for an end stab area of ​​a ballastless track. Background technique [0002] In recent years, my country's high-speed railway has developed rapidly. High-speed railway has the characteristics of high ride comfort and high stability. To achieve this goal, my country's high-speed railway lines generally adopt ballastless track structure. Compared with other track structures, ballastless track structure has Strong integrity, high stability and good durability. The anchoring structure behind the CRTS Ⅱ slab track platform consists of friction plates, small end spines, main end spines and transition plates. Two layers of geotextiles are installed on the surface of the friction plate to isolate it from the base plate, and water seepage bricks are installed behind the abutment to isolate it from the abutment, and are consolid...

Claims

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Application Information

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IPC IPC(8): E01B1/00
CPCE01B1/007E01B2204/09
Inventor 刘竞潘永健郑新国蔡德钩谢永江姚建平楼梁伟石越峰孟晓妹杨德军杜坤郭飞翔刘相会曾志李书明靳浩黄传岳王永华贡照华黄安宁杨春强刘浩姜子清胡家林周骏郁培云饶云兵卢克明刘文潘卫杨健文孙景桐崔政清戚志刚王财平王晨叶晓宇齐书瑜
Owner RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI
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