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Open Type Elastic Short Sleeper Vibration Damping Track Structure

An elastic and short-rail technology, applied in the direction of tracks, roads, buildings, etc., to achieve the effects of anti-aging, high service life, and improved vibration damping ability

Active Publication Date: 2018-11-23
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The technical problem to be solved by the present invention is to provide an open elastic short sleeper vibration damping track structure, which provides efficient and unobstructed exhaust and drainage channels for elastic vibration damping components, improves vibration damping performance and service life, and effectively solves the long-term impact of short elastic sleepers. Technical Difficulties in the Popularization and Application of Sleeper Vibration-absorbing Tracks

Method used

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  • Open Type Elastic Short Sleeper Vibration Damping Track Structure
  • Open Type Elastic Short Sleeper Vibration Damping Track Structure
  • Open Type Elastic Short Sleeper Vibration Damping Track Structure

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Embodiment Construction

[0024] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0025] refer to figure 1 , figure 2 and image 3 , the open type elastic short sleeper vibration damping track structure of the present invention comprises an integral ballast bed 10 and elastic vibration damping components arranged at intervals along the line extension direction, the elastic vibration damping components are composed of short sleepers 20, elastic sheaths 21 and elastic cushions 22 , the elastic sheath 21 is set on the outer wall of the short sleeper 20, the elastic cushion layer 22 is arranged between the bottom surface of the short sleeper 20 and the bottom surface of the elastic sheath 21, and the embedding formed when the elastic damping parts are embedded in the cast-in-place integral ballast bed 10 in groove 11. The cross section of the short sleeper 20 has a variable cross section along the length direction, and the outer end...

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Abstract

Disclosed is an open-type elastic shorter tie vibration damping track structure. An efficient and fluent exhausting and water draining channel is provided for elastic vibration damping parts. The vibration damping property is improved and the service life is prolonged. The technical problem affecting the application and popularization of an elastic shorter tie vibration damping track in the long term is solved. The open-type elastic shorter tie vibration damping track structure comprises a monolithic track bed and the elastic vibration damping parts arranged at intervals in the extending direction of a line. Each elastic vibration damping part is composed of a shorter tie, an elastic covering sleeve and an elastic cushion layer. The outer side wall of each shorter tie is sleeved with the corresponding elastic cover sleeve, the elastic cushion layers are arranged between the bottom faces of the shorter ties and the bottom faces of the elastic covering sleeves, and the elastic vibration damping parts are embedded into an embedded groove formed at the time of casting the monolithic track bed in situ. The cross section of each shorter tie is in a variable cross-section shape in the length direction, and the outer side ends of the embedded groove and the elastic covering sleeves are provided with openings parallel and level to the transverse side face of the monolithic track bed.

Description

technical field [0001] The invention relates to a ballastless track, in particular to an open elastic short sleeper vibration damping track structure. Background technique [0002] In order to reduce the impact of the environmental vibration caused by the passing of the train on the vibration-sensitive points along the rail transit, the most direct and effective method is to improve the elasticity of the track system, and the vibration-damping elements (such as elastic cushions, etc.) Under the ballast bed, it can be divided into three types: the damping track under the rail, the damping track under the sleeper and the damping track under the ballast bed. The elastic short sleeper damping track is a typical under sleeper damping track. [0003] refer to Figure 9 , the characteristic of existing elastic short sleeper vibration damping track is, by short sleeper, elastic cushion layer, elastic sheathing, elastic vibration damping parts are formed, and elastic vibration dampi...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01B19/00
CPCE01B19/003
Inventor 和振兴王小韬刘德志陈罄超
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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