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Lifting correction device and method for CRTSI mould board type ballastless track on high-speed railway roadbed

A technology of ballastless track and deviation correction device, which is applied in the direction of track, track laying, track maintenance, etc., can solve the problem of limited adjustment value of the fastener system, and achieve the effects of fast construction, good environmental protection and cost economy

Active Publication Date: 2015-09-23
董明 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention provides a CRTSI-type slab-type ballastless track lifting and correcting device and method on a high-speed railway embankment. The lifting tool is installed on the base plate, and the base plate (including the upper track plate) is lifted and translated by a hydraulic system to solve the problem of The problem of limited adjustment value of the fastener system can be solved, and the settlement deviation disease of the ballastless track line on the subgrade can be repaired within the skylight time of the high-speed railway and the smoothness of the line can be ensured

Method used

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  • Lifting correction device and method for CRTSI mould board type ballastless track on high-speed railway roadbed
  • Lifting correction device and method for CRTSI mould board type ballastless track on high-speed railway roadbed
  • Lifting correction device and method for CRTSI mould board type ballastless track on high-speed railway roadbed

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Embodiment 1

[0055] See attached Figure 1-4 , the lifting and correcting device for ballastless track in the present invention includes H-shaped longitudinal steel beam 1, H-shaped short beam 2, high-strength bolt 3, vertical jack 4, PTFE plate 5, vertical concrete pier 6, track plate 7, base plate 8. Among them, firstly, anchor holes are drilled on the base plate, and planting glue is injected into them to anchor high-strength bolts 3. The H-shaped longitudinal steel beam 1 is connected to the base plate 8 through high-strength bolts 3, and the H-shaped short beam 2 is then welded. Directly connected to the H-shaped longitudinal steel beam 1; under the H-shaped short beam 2, vertical concrete piers 6, vertical jacks 4, and PTFE boards 5 are arranged in sequence from bottom to top, so that the action of the vertical jack 4 can The displacement is transmitted to the base plate 8 sequentially through the PTFE plate 5, the H-shaped short beam 2, and the H-shaped longitudinal steel beam 1, t...

Embodiment 2

[0072] Compared with Embodiment 1, Embodiment 2 of the present invention has increased the function of level adjustment. In terms of structure, see Figure 8-10 , Embodiment 2 has increased horizontal concrete pier 9, horizontal jack 10, specifically, horizontal concrete pier 9 is set near vertical concrete pier 6, and a horizontal jack 10 is set between its side and H-shaped longitudinal steel beam 1.

[0073] When the ballastless track line on the subgrade described in this embodiment is lifted and corrected, the construction steps include height direction and horizontal displacement measurement and determination of the track plate 7 for lifting and correcting, drilling of the base plate 8, H-shaped longitudinal steel beams 1 and H Fixing of the short beam 2, making concrete piers, unloading the base plate 8, arranging jacks, synchronous lifting of the track plate 7 as a whole, translation of the track plate 7, grouting, review of the lifting value, and falling of the plate, ...

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Abstract

The invention relates to a lifting correction device and method for a CRTSI mould board type ballastless track on a high-speed railway roadbed. The device comprises H-type longitudinal steel beams (1), H-type short cross beams (2), high-strength bolts (3), vertical jacks (4), tetrafluoroethylene plates (5) and vertical concrete piers (6). The H-type longitudinal steel beams (1) arranged on a base plate are fixedly connected with the base plate through the high-strength bolts (3); the H-type short cross beams (2) disposed on the outer side of the upper portion of the base plate and the H-type longitudinal steel beams (1) are directly welded and fixed; each H-type short cross beam (2) extends out of the left side and the right side of the base plate (8) for a certain distance respectively; the vertical concrete piers (6), the vertical jacks (4) and the tetrafluoroethylene plates (5) are sequentially connected on the lower sides of the H-type short cross beams (2) from bottom to top; displacement is transmitted to the base plate (8) sequentially through the tetrafluoroethylene plates (5), the H-type short cross beams (2) and the H-type longitudinal steel beams (1) by means of movement of the vertical jacks (4), and therefore the base plate (8) and a track plate (7) are lifted.

Description

technical field [0001] The invention belongs to the technical field of repairing ballastless track structures of high-speed railways, and in particular relates to a lifting and deviation correction method for CRTSI type slab ballastless tracks on subsidence subgrades. Background technique [0002] Ballastless track is a low-maintenance track structure, which uses reinforced concrete base plate instead of ballast to distribute and transfer the wheel-rail force to the subgrade foundation. Ballastless track has the characteristics of good track stability, continuity and smoothness, long service life, good structural durability, and less maintenance workload. Therefore, most of the high-speed railways we are building at this stage are based on ballastless track. The rigidity of the ballastless track is very large, resulting in little plastic deformation. Once the foundation below the track deforms and sinks, it is difficult to repair and the possibility of improvement is limite...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B29/04
CPCE01B29/04
Inventor 董明冯青松
Owner 董明
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