Rapid pushing and replacing construction method for ballastless track structure of passenger special line

A technology of ballastless track and construction method, which is applied in the direction of track, track laying, track maintenance, etc. It can solve the problems of disturbing normal transportation order, short skylight time, hidden safety hazards, etc., and achieves reasonable construction method and step arrangement and high construction efficiency , good safety effect

Inactive Publication Date: 2020-08-25
CHONGQING JIAOTONG UNIVERSITY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] In addition, my country's high-speed railway has a large traffic volume and short skylight time; maintenance (or replacement) of the ballastless track structure or track slab interferes with the normal transportation order, forming a new safety hazard; affecting the high utilization rate of the line; transportation and maintenance ( Or replace) the contradiction is prominent, the promotion and application of less maintenance or quick replacement of track slabs is of great significance during the operation of passenger dedicated lines

Method used

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  • Rapid pushing and replacing construction method for ballastless track structure of passenger special line
  • Rapid pushing and replacing construction method for ballastless track structure of passenger special line
  • Rapid pushing and replacing construction method for ballastless track structure of passenger special line

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Embodiment 1

[0041] A construction method for quickly moving and replacing ballastless track structures of passenger dedicated lines, the construction method includes the process of removing and replacing the inverted arch structure and reinforcing the diseased area, which is divided into three stages: preparation stage, critical stage and recovery stage;

[0042] The preparation stage at least includes the steps of construction preparation, temporary works, reinforcement of lining side wall bolts, anchorage of ballast slab pins, reinforcement of steel plates, unlocking and cutting of rails in the work area, stress relief and joint connection;

[0043] The key stage at least includes the steps of excavating grooves and ballast bed slabs in sections, erecting steel beams, laying wooden sleepers and rail rows, excavating and replacing inverted arches and filling layers at the bottom of the tunnel, end prestressed anchoring and reinforcement, and pouring the ballast bed;

[0044] The restorati...

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Abstract

The invention discloses a rapid pushing and replacing construction method for a ballastless track structure of a passenger special line. The method comprises the process of renovating a disease area by adopting a detachable inverted arch structure. The process is divided into three stages of a preparation stage, a key stage and a recovery stage. The key stage at least comprises the steps of chiseling away grooves and roadbed slabs in a segmented mode, erecting temporary steel beams, laying wooden sleeper track panels, excavating a bottom of a tunnel, disassembling and replacing inverted archesand filling layers, carrying out end prestress anchoring and reinforcing, and carrying out roadbed pouring. In the process of chiseling away the grooves and track plates in the segmented mode, the track plates are pushed out of the grooves in a segmented and blocked mode, construction efficiency is high, a speed is high, and safety is good; and construction skylight is used for operation and railway operation line construction, influences of factors such as traffic safety, construction boundaries, technological processes and the like are considered, and the construction method and steps are reasonable in arrangement.

Description

technical field [0001] The invention relates to the technical field of track construction, in particular to a construction method for quickly moving and replacing a ballastless track structure of a passenger dedicated line. Background technique [0002] The high-speed railway is characterized by high speed and high density, and its goal is high safety and high riding comfort, so the track structure must have high ride comfort and high stability. The core of high smoothness is to maintain a good geometric state of the track structure; high stability refers to the ability of the track to maintain high smoothness and balanced elasticity, and maintain the effectiveness and integrity of components under high-speed operating conditions. If the stability of the track is difficult to guarantee, necessary repairs or quick replacement must be carried out. [0003] CRTS Ⅰ slab ballastless track, CRTS Ⅱ slab ballastless track, CRTS Ⅲ slab ballastless track, double-block ballastless tra...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B29/05E01B1/00
CPCE01B29/05E01B1/002
Inventor 方登许国华王凯李虎夏壵邓林权吴刚张亚恒冯汇慧雷民
Owner CHONGQING JIAOTONG UNIVERSITY
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