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Ballast and ballastless combined track structure laying method

A laying method and track technology, applied in track, track laying, track maintenance, etc., can solve the needs of railway lines that are not suitable for active geological fault zones, concrete does not have the ability to quickly repair and adjust, and there is no laying method for track structures, etc. problems, to achieve the effect of flexible laying method, good compactness and integrity, and high construction efficiency

Inactive Publication Date: 2019-03-15
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
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AI Technical Summary

Problems solved by technology

[0006] The disadvantage of ballastless track is that the concrete does not have the ability to quickly repair and adjust. Once the underlying foundation changes, the structure will be difficult to adapt, and it is not suitable for the railway line requirements of active geological fault zones.
[0007] At present, there is no combination of ballasted and ballastless track structure laying methods.

Method used

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  • Ballast and ballastless combined track structure laying method
  • Ballast and ballastless combined track structure laying method
  • Ballast and ballastless combined track structure laying method

Examples

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Embodiment 2

[0044] This embodiment is only described for the differences of Embodiment 1, and the similarities are not described again.

[0045] After step 5 is completed, filling materials can be injected into the ballast layer 4, and the filling materials include foaming materials and adhesive materials.

[0046] Foaming materials (such as foamed concrete) fill the gaps between crushed stone particles to increase the compactness of the ballast layer; restrict the movement and rotation of the ballast to improve the integrity of the ballast layer 4; evenly distribute the force of the ballast to protect the ballast Ballast; the filling and hardening process of the filling material can be used to achieve high-precision positioning and adjustment requirements; the low-strength characteristics of the foam material can be used to facilitate demolition and reconstruction of the ballast layer when necessary to meet maintenance needs.

[0047] Adhesive materials (such as ballast glue and asphalt)...

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Abstract

The invention discloses a ballast and ballastless combined track structure laying method. The ballast and ballastless combined track structure laying method comprises the following steps that a trackplate is manufactured; a basic layer is laid; a supporting frame is erected; the track plate is mounted; railway ballast is blown into the bottom of the track plate; airtightness inspection is carriedout; the railway ballast on the two sides of the track plate are rammered and laid; subsequent jointless track laying is carried out. The method has the advantages that a pre-bearing mode is adopted,and higher-precision locating and adjusting needs of a novel track structure are met; a ballast blowing filling mode is adopted, a railway ballast layer is good in density degree and integrality, andthe construction efficiency is higher; the laying method is more flexible, when the lower basic layer deforms, the railway ballast layer can be replenished and adjusted based on the laying method toachieve the maintenance aim, the repairing cost is low, and the repairing efficiency is higher.

Description

technical field [0001] The invention relates to the technical field of railway tracks, in particular to a method for laying a track structure combining ballast and ballastless. Background technique [0002] At present, there are mainly two kinds of track structures: one is a ballasted track, and the other is a ballastless track. [0003] Ballasted track refers to the track whose subrail foundation is stone loose-grained bed, also known as gravel track, which is one of the main forms of track structure. It has the advantages of good elasticity, low price, convenient replacement and maintenance, and good noise absorption characteristics. [0004] The disadvantage of the ballasted track is that the stability of the loose ballast bed is poor, and the geometric shape of the track is prone to change; the bottom area of ​​the sleeper is small, so the stress is large, and the ballast is easy to break. Therefore, the ballasted track requires frequent maintenance and replacement, an...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B1/00E01B2/00E01B27/20E01B29/00
CPCE01B1/00E01B2/00E01B27/20E01B29/00
Inventor 王平肖杰灵刘学毅杨荣山陈嵘赵坪锐赵才友任娟娟徐井芒刘鉴兴
Owner SOUTHWEST JIAOTONG UNIV
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