Ballastless track disengaging-resisting elastic anti-vibration cushion

A technology of ballastless track and vibration damping pad, which is applied in the direction of track, ballast layer, road, etc., can solve the problem of affecting the life of the track structure, the safety of high-speed trains, the inability to effectively buffer the impact of the train load on the cushion, the ballast bed plate and the base plate To ensure the life of the track structure and the safety of high-speed trains, the effect of vibration and noise reduction is good, and the service life is improved

Inactive Publication Date: 2013-08-21
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The existing elastic vibration-damping cushion between the double-block ballastless track bed plate and the base plate has the following problems: 1. The stiffness of each part of the entire cushion is uniform
However, when the train load just acts on the cushion and leaves the cushion, the impact on the cushion is the strongest, especially on plate-truss bridges with uneven stiffness and line sections with poor subgrade conditions, the stiffness of the front and rear sections of the cushion High, insuffi

Method used

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  • Ballastless track disengaging-resisting elastic anti-vibration cushion
  • Ballastless track disengaging-resisting elastic anti-vibration cushion

Examples

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Embodiment

[0019] Figure 1 ~ Figure 2 It is shown that a specific embodiment of the present invention is a ballastless track anti-vacuum elastic damping cushion, which is installed between the ballast bed plate 4 and the base plate 3, including Mat body 1 , groove 9 on the mat body 1 .

[0020] The upper and lower surfaces of the cushion body 1, the upper and lower surfaces of the bottom of the groove 9, and the outer and inner surfaces of the side walls of the groove 9 are provided with protrusions 6; The rigidity of the front part 1a and the rear part 1c is smaller than that of the middle part 1b; the section around the cushion body 1 is in the shape of interdigitated fingers 5 with notches facing inward.

[0021] The cushion body 1 of this example is provided with a plurality of through holes 8 . The area of ​​the cushion body 1 in the longitudinal front 1 a and the rear 1 c is equal to 1 / 4 of the entire cushion body 1 . The protrusion 6 on the cushion body 1 is a hexagonal prism ...

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Abstract

The invention discloses a ballastless track disengaging-resisting elastic anti-vibration cushion. The upper surface and the lower surface of a cushion body (1), the upper surface and the lower surface of the bottom of a groove (9) and the outer surface and the inner surface of the side wall of the groove (9) are respectively provided with protrusions (6). The rigidity of the front portion (1a) and the rear portion (1c) of the cushion body (1) in the longitudinal direction is smaller than the rigidity of the middle (1b) of the cushion body (1). The cross section of the periphery of the cushion body (1) is in a fork finger shape (5) with inward notches. According to the ballastless track disengaging-resisting elastic anti-vibration cushion, impact of train loads on the cushion can be effectively buffered, damage to the elastic anti-vibration cushion due to partial disengaging between a roadbed plate and a bed plate is avoided, safe traveling of a high-speed train is better ensured, and the ballastless track disengaging-resisting elastic anti-vibration cushion is long in service life, strong in vibration and noise reduction performance, meanwhile saved in rubber use quantity, low in manufacturing cost and particularly suitable for being used in a double-block type ballastless track on a plate joist bridge with uneven rigidity and a route with poor roadbed conditions.

Description

technical field [0001] The invention relates to an elastic damping pad for double-block ballastless track of a high-speed railway passenger dedicated line. Background technique [0002] my country is building a large-scale rapid passenger dedicated railway network, and the construction of high-speed railways has become an inevitable trend and a practical need for the development of my country's railway system. In order to meet the safety of passenger train operation and the comfort of passengers, the railway line must have the performance of continuous, smooth, stable, durable and less maintenance, so the track structure must have high smoothness and high stability. Ballastless track has technical characteristics such as good structural stability, stability, durability, less maintenance, and economy, so it has been widely used in foreign high-speed railways. [0003] An elastic damping cushion is installed between the ballastless track bed slab and the base plate. Its main ...

Claims

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Application Information

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IPC IPC(8): E01B1/00E01B19/00
Inventor 李永乐盛黎明夏飞龙万田保王庆波李龙闫志刚强士中
Owner SOUTHWEST JIAOTONG UNIV
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