KR20130035150A - Structure for fill up type rail - Google Patents

Structure for fill up type rail Download PDF

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Publication number
KR20130035150A
KR20130035150A KR1020110099439A KR20110099439A KR20130035150A KR 20130035150 A KR20130035150 A KR 20130035150A KR 1020110099439 A KR1020110099439 A KR 1020110099439A KR 20110099439 A KR20110099439 A KR 20110099439A KR 20130035150 A KR20130035150 A KR 20130035150A
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KR
South Korea
Prior art keywords
rail
buried
wheel
groove
rail structure
Prior art date
Application number
KR1020110099439A
Other languages
Korean (ko)
Inventor
이수형
강윤석
정우태
곽재호
이호용
황현철
장승호
Original Assignee
한국철도기술연구원
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 한국철도기술연구원 filed Critical 한국철도기술연구원
Priority to KR1020110099439A priority Critical patent/KR20130035150A/en
Publication of KR20130035150A publication Critical patent/KR20130035150A/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/008Drainage of track
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00Tracks for special kinds of railways
    • E01B25/28Rail tracks for guiding vehicles when running on road or similar surface
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B5/00Rails; Guard rails; Distance-keeping means for them
    • E01B5/18Guard rails; Connecting, fastening or adjusting means therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/62Rail fastenings incorporating resilient supports
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/07Drainage

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

PURPOSE: A land reclamation type rail structure is provided to stably drive a railroad car by facilitating drainage. CONSTITUTION: A land reclamation type rail structure comprises a rail(300), a track slab(200), a fixing member, and a buffering member(400). The rail comprises a head part(310) touching the wheels of a railroad car, a guide part(320) in the side of the head part, and a support part(340) in the lower side of the head part. The track slab is installed with the rail and comprises an installation groove(210) in the longitudinal direction. The fixing member stably fixes the rail by being inserted into the installation groove. The buffering member is installed in the lower side of the support part, and comprises a discharging hole(410) and a discharging groove(420) for connecting with a drain hole(330) of the rail.

Description

Embedded rail structure {structure for fill up type rail}

The present invention relates to a buried rail structure, more specifically, to simply form the structure of the rail to be installed on the track slab, not only can be installed more easily, but also to facilitate the drainage to run the railway vehicle stably It relates to a buried rail structure that can be.

In general, rails of railroads are intermittently installed with sleepers on gravel or concrete track slabs, and fixing rails to sleepers using rail fixing devices such as fixing bolts and spring clips.

In this case, the heavy wheels of the train pass through the sleepers sequentially, applying a large force to the sleepers at regular intervals, causing vibrations, and the vibrations propagate through the sleepers and the track slabs to the surrounding area, resulting in damage to the structure and surrounding precision equipment. It causes various vibration related problems such as disturbance of operation and generation of structure borne noise.

In addition, the shock vibration generated when the wheel passes the rail joint is transmitted to the surroundings through the propagation path as described above, causing the noise problem with the vibration. And noise generated between the rails and the sleepers and structural noise due to vibration of the rails themselves, thereby causing noise pollution. The vibration and noise problems of railways cause more serious problems in historic buildings, bridges and tunnels.

And, when the wheel of the train passes between the sleeper and the sleeper, the rail is bent, and thus the contact between the wheel and the rail of the train is not constant, thereby increasing the wear of the wheel and the rail. Wear of the wheels or rails of such a train is a big problem in itself, but this causes a lot of noise and vibration. In addition, as the rail is bent, friction occurs at the rail fixing part on the sleeper, and noise occurs along with the wear of the rail, and the rail fixing device is frequently damaged or loosened due to a large load applied to the rail fixing device. do.

In order to overcome this problem, a gutter is formed in a portion of the rail of the track slab to be installed, the lower part of the rail is installed in the gutter, and the gap between the two rails is precisely adjusted, and then a fixing member for fixing the rail to the gutter is provided. Landfill rails have been developed that install and bury rails.

An example of such a buried rail is the technique described in JP 10-2010-0009267 as shown in Figs. 1 and 2, the technical feature of which is buried parallel to the ground to form the movement path of railway vehicles A plurality of fastening holes 112 are formed to be detachably installed over the entire length of the inner side of the railway rail 110 and the inner side of the railway rails 110 that are opposite to each other horizontally in the ground, such as the railway rail 110 It is fixed and supported between the railroad rail 110 and the guard rail 120 and the railroad rail 110 and the guard rail 120 having a bent portion to form the wheel movement guide groove 140 of the railroad cars Is disposed between and integrally coupled to the railroad rail 110 and the guard rail 120 by a fastening means 130, when the railroad rail 110 and the guard rail 120 changes due to temperature changes Elasticity that causes corresponding elasticity One is characterized in comprising a packing member 132 has a plate-like.

However, the technique described in Korean Patent Laid-Open Publication No. 10-2010-0009267 reduces the vibration generated when the railroad vehicle runs the rail by installing the rail in the ground, and prevents the rail from bending due to the load of the railroad vehicle. There is an advantage to prevent, but the structure is complicated, there is a problem that is not easy to install.

The present invention has been made to solve the above problems, an object of the present invention is to form an installation groove in the track slab, insert the rail is installed, to prevent the flange formed on the wheel of the railway vehicle to be separated from the rail By integrally forming the guide portion for providing, it is to provide a buried rail structure to simplify the structure and to facilitate installation.

In addition, another object of the present invention is a rail comprises a support portion for supporting the head portion and the lower portion of the wheel of the vehicle and the neck portion connecting the head portion and the support portion, in the present invention, by forming a support portion under the head portion, To reduce the height of the to provide a buried rail structure that facilitates the installation without forming a deep groove of the track slab.

In addition, another object of the present invention is to form a drain hole in the lower portion of the guide portion formed in the rail, and provided with a drain hole on the edge of the installation groove, the wheel guide groove formed between the head portion and the guide portion even if a large amount of rain It is to provide a buried rail structure that prevents water from accumulating so that railroad cars can run stably.

SUMMARY OF THE INVENTION [0006]

The rail is formed integrally with the guide portion on the side, the track slab is formed with an installation groove is installed, the rail is characterized in that it comprises a fixing member filled in the installation groove.

Here, the lower portion of the rail is characterized in that the buffer member is further provided.

And, the rail is characterized in that the support portion is formed directly on the lower end of the head portion in contact with the wheel.

In addition, the guide portion is characterized in that the wheel guide groove for guiding the flange of the wheel is formed.

At this time, the lower portion of the guide is characterized in that the drain hole is formed.

And, the side of the installation groove is characterized in that the drain is further formed.

In addition, the buffer member is characterized in that the discharge hole and the discharge groove is formed.

The fixing member is made of polyurethane.

According to the present invention having the above-described configuration, by forming an installation groove in the track slab, inserting the rail and integrally forming a guide portion for preventing the flange formed on the wheel of the railroad car from being detached from the rail, There is an effect of simplifying the structure to facilitate installation.

In addition, the rail of the present invention comprises a head portion in contact with the wheel of the vehicle and a support portion for supporting the lower portion and a neck portion connecting the head portion and the support portion. In the present invention, the height of the rail is increased by forming a support portion under the head portion. Since it is reduced, the installation grooves of the track slab are not deeply formed, thereby facilitating the installation.

In addition, the present invention forms a drain hole in the lower portion of the guide portion formed in the rail, and provided with a drain hole on the edge of the installation groove, even if a large amount of rain, water is accumulated in the wheel guide groove formed between the head portion and the guide portion It is effective to prevent the railway vehicle from running stably.

1 is an exploded perspective view of a conventional embedded rail.
Figure 2 is a state diagram of the installation of a conventional buried rail.
3 is a perspective view of a buried rail according to the present invention.
4 is a cross-sectional view of the buried rail according to the present invention.
5 is a cross-sectional view of a structure provided with a buried rail according to the present invention.
6 is a state diagram of use of the embedded rail according to the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the present invention. The same reference numerals are used for the same constituent elements in the drawings and redundant explanations for the same constituent elements are omitted. It is to be understood that the present invention may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.

3 is an exploded perspective view of a buried rail structure according to the present invention, FIG. 4 is a cross-sectional view of a buried rail according to the present invention, FIG. 5 is a cross-sectional view of a structure to which a buried rail according to the present invention is installed, and FIG. It is a use state diagram of the buried rail which concerns on this invention.

The present invention relates to a buried rail, as shown in Figures 3 to 6, the configuration is composed of a rail 300 that the rail car runs and the track slab 200 is installed the rail 300.

Here, the installation slab 210 is formed in the longitudinal direction in the track slab 200, the rail 300 is inserted and installed, the fixing groove 500 is filled in the installation groove 210 is the rail ( 300) is stably fixed.

That is, the fixing member 500 is formed of a liquid polyurethane, and after the rail 300 is seated in the installation groove 210 formed in the track slab 200, the fixing member 500 made of liquid polyurethane. When the fixing member 500 is solidified, the solidified polyurethane not only firmly fixes the rail 300, but the solidified polyurethane has a certain elasticity, so that the railroad vehicle runs the rail 300. Absorb the vibration generated when the noise is reduced.

In addition, the rail 300 includes a head portion 310 in contact with the wheels of a railroad vehicle, a guide portion 320 formed at the side of the head portion 310, and a support portion formed under the head portion 310. 340).

Meanwhile, as shown in FIG. 1, the conventional railroad rail 110 is formed with a neck 103 connecting the head portion 101 and the support portion 102, whereas in the present invention, the head portion 310 of the head portion 310 is formed. Since the support 340 is formed directly at the bottom, the overall height of the rail 300 is lowered.

Thus, by forming the depth of the installation groove 210 formed in the track slab 200 to be shallower than the depth when using a conventional railway rail to match the height of the rail 300, the rail 300 more easily As it is possible to install, and the depth of the installation groove 210 is formed shallow, it is possible to reduce the amount of the fixing member 500 made of a liquid polyurethane filling the inside can reduce the installation cost.

And, the lower portion of the support portion 340 formed at the lower end of the rail 300 is provided with a buffer member 400, the buffer member 400 is formed of a large rigid urethane, This reduces the vibration generated when the railroad car travels.

Thus, the rail 300 is prevented from being deformed by the strong vibration, and the track slab 200 is prevented from being damaged by the vibration of the rail 300.

On the other hand, the guide portion 320 is formed integrally with the side of the head portion 310, the guide portion 320 is formed in a "b" shape wheel is inserted into the flange formed on the wheel of the railway vehicle Guide groove 325 is formed.

Thus, the flange formed in the wheel of the railway vehicle is inserted into the wheel guide groove 325 to prevent the rail vehicle from being strayed from the track to stably travel, as well as the guide part 320 on the rail 300. ) Is integrally formed so that the structure is simplified, so that the rail 300 can be more easily installed.

In addition, a drain hole 330 is formed at a lower portion of the guide part 320 in which the wheel guide groove 325 is formed, and the drain hole 330 is formed to pass through the support part 340 formed at the lower part of the head part 310. do.

In this case, the discharge member 410 communicating with the drain hole 330 formed in the rail 300 is also formed in the buffer member 400 installed below the support part 340.

In addition, discharge grooves 420 are formed at both sides in a width direction of the discharge hole 410 formed in the buffer member 400 to facilitate drainage.

So, even if there is a lot of rain or snow, even if water accumulates in the wheel guide grooves 325, the water can be stably discharged to maintain adhesion between the rails 300 and the wheels and prevent corrosion of the rails 200. It is possible to extend the life of the rail 200 and to operate safely.

In addition, a separate drainage path 220 is formed at one side of the lower end of the installation groove 210 in which the rail 300 is installed, and the water discharged downward through the drain hole 330 formed in the rail 300 is the drainage path. It is discharged to the outside along the 220.

Thus, the water is accumulated in the wheel guide groove 325 formed in the rail 300 to maintain the dry state of the rail 200, to prevent damage to enable safe operation.

While the present invention has been described in connection with certain exemplary embodiments, it is to be understood that the scope of the present invention is not limited to the disclosed embodiments, It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

The present invention relates to a buried rail structure, more specifically, to simply form the structure of the rail to be installed on the track slab, not only can be installed more easily, but also to facilitate the drainage to run the railway vehicle stably It relates to a buried rail structure that can be.

200: track slab 210: mounting groove
220: drainage path 300: rail
310: head portion 320: guide portion
325: wheel guide groove 330: drain hole
340: support 400: buffer member
410: discharge hole 420: discharge groove
500: Fixing member

Claims (8)

A rail in which the guide part is integrally formed in the side part,
A track slab having an installation groove in which the rail is installed;
A buried rail structure, characterized in that consisting of a fixing member filled in the installation groove.
The method of claim 1,
A buried rail structure, characterized in that the lower portion of the rail is further provided with a buffer member.
The method of claim 1,
The rail is a buried rail structure, characterized in that the support is formed directly on the lower end of the head portion in contact with the wheel.
The method of claim 1,
The guide portion is a buried rail structure, characterized in that the wheel guide groove for guiding the flange of the wheel is formed.
5. The method of claim 4,
A buried rail structure, characterized in that the drain hole is formed in the lower portion of the guide portion.
The method of claim 1,
A buried rail structure, characterized in that the drain hole is further formed on the side of the installation groove.
The method of claim 2,
The buried rail structure, characterized in that the buffer member is formed with a discharge hole and the discharge groove.
The method of claim 1,
The fixed member is a buried rail structure, characterized in that made of polyurethane.
KR1020110099439A 2011-09-29 2011-09-29 Structure for fill up type rail KR20130035150A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020110099439A KR20130035150A (en) 2011-09-29 2011-09-29 Structure for fill up type rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020110099439A KR20130035150A (en) 2011-09-29 2011-09-29 Structure for fill up type rail

Publications (1)

Publication Number Publication Date
KR20130035150A true KR20130035150A (en) 2013-04-08

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Application Number Title Priority Date Filing Date
KR1020110099439A KR20130035150A (en) 2011-09-29 2011-09-29 Structure for fill up type rail

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150121495A (en) * 2014-04-21 2015-10-29 한국철도기술연구원 Resin Cutter for Embedded Rail Track
KR20160004491A (en) * 2014-07-02 2016-01-13 한국철도기술연구원 vibration decrease structure of rack gear for mountain railways
KR101705343B1 (en) * 2015-09-30 2017-02-09 영중산업 주식회사 a drainage device for a landfill type railroad
CN106522039A (en) * 2016-11-28 2017-03-22 黄俊柳 Train rail with protective edges on two sides

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150121495A (en) * 2014-04-21 2015-10-29 한국철도기술연구원 Resin Cutter for Embedded Rail Track
KR20160004491A (en) * 2014-07-02 2016-01-13 한국철도기술연구원 vibration decrease structure of rack gear for mountain railways
KR101705343B1 (en) * 2015-09-30 2017-02-09 영중산업 주식회사 a drainage device for a landfill type railroad
CN106522039A (en) * 2016-11-28 2017-03-22 黄俊柳 Train rail with protective edges on two sides

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