JPS63151701A - Track pad in rail clamping apparatus - Google Patents
Track pad in rail clamping apparatusInfo
- Publication number
- JPS63151701A JPS63151701A JP29468486A JP29468486A JPS63151701A JP S63151701 A JPS63151701 A JP S63151701A JP 29468486 A JP29468486 A JP 29468486A JP 29468486 A JP29468486 A JP 29468486A JP S63151701 A JPS63151701 A JP S63151701A
- Authority
- JP
- Japan
- Prior art keywords
- track pad
- rail
- elastic material
- porous sintered
- sintered plate
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
Links
- 239000013013 elastic material Substances 0.000 claims description 12
- 241001669679 Eleotris Species 0.000 claims description 6
- 229910001060 Gray iron Inorganic materials 0.000 claims description 4
- 238000005245 sintering Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 6
- 238000013016 damping Methods 0.000 description 5
- 230000006866 deterioration Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、レールを弾性的に締結するようになしたレー
ル仮締結装置、いわゆる弾性締結装置に用いられる軌道
パッドに関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a track pad used in a rail temporary fastening device that elastically fastens a rail, a so-called elastic fastening device.
(従来の技術)
近年列車の高速化、車両重量の増加、輸送量の増加等に
より軌道破壊に対処するため、コンクリートまくらぎの
開発と共に、レールを弾性的に締結する。いわゆる弾性
締結装置の開発が進み、広く実用化されている。(Conventional technology) In order to deal with track damage due to the recent increase in train speeds, increased vehicle weight, and increased transportation volume, concrete sleepers have been developed and rails have been elastically fastened. So-called elastic fastening devices have been developed and are now widely put into practical use.
前記弾性締結装置のうち1、ゴム等の弾性材からなる軌
道パッドをレール下に介装して、該軌道パッドと締結バ
ネによりレールの1ドから弾性的に押える二重弾性締結
装置に・おいては。One of the above-mentioned elastic fastening devices is a double elastic fastening device in which a track pad made of an elastic material such as rubber is interposed under the rail, and the track pad and a fastening spring elastically press the rail from one side. Yes.
前記軌道パー、ドは最も重要な部品である。すなわち、
該軌道パッドは、自己の有する弾性による緩衝効果、振
動減衰効果の活用により、レールに生ずる動的振動のま
くらぎ、道抹への伝達を軽減し、道床沈下や流動などの
劣化を減少させる。又1列車の荷重を分散させて1本の
まくらざに掛る荷重を軽減させる。さらに、電気絶縁性
によりレールとまくらぎ間の絶縁性を向上させる等多く
の役目を果している。The orbits P and D are the most important parts. That is,
By utilizing the buffering effect and vibration damping effect of its own elasticity, the track pad reduces dynamic vibration generated in the rail and transmission to the roadway, thereby reducing deterioration such as trackbed subsidence and flow. It also distributes the load of one train and reduces the load on one sleeper. Furthermore, it plays many roles such as improving the insulation between the rail and sleepers due to its electrical insulation properties.
又、振動減衰効果を高めるためには、該軌道パッドのば
ね定数を低くすればよいのであるが、低ばね定数化した
場合はひずみの増加により劣化が激しくなる。そのため
従来では、一般に該軌道パッドの肉厚を増加することに
よって対処している。Further, in order to enhance the vibration damping effect, the spring constant of the track pad can be lowered, but if the spring constant is lowered, the deterioration becomes severe due to an increase in strain. Conventionally, this problem has generally been addressed by increasing the thickness of the track pad.
(発明が解決しようとする問題点)
しかしながら、軌道パッドの肉厚を増加させると、横方
向のせん断変形が大きくなるので、締結ばね等横圧部材
の強化が必要になり、又。(Problems to be Solved by the Invention) However, when the thickness of the track pad is increased, lateral shear deformation increases, so lateral pressure members such as fastening springs need to be strengthened.
近時沿線に対する騒音振動被害が社会的問題化するに至
り、軌道パッドの振動減衰効果を有効に活かす生かすこ
とが注目されているが、その軌道パッドを常時圧縮状態
で使用するための締結バネを軌道パッドの変形に追随し
うる低ばね常数のものに変更する必要がある。又、車輪
からレールに掛る横圧によって生ずるレールの小返りが
増大するため、これを規制する工夫が必要となり、その
ため、第2図に示すようにレールパッド1の下にタイプ
レート2を介装させ、さらにその下にタイプレート2を
支持するゴムパッド3を介装させるなどの方法がとられ
、構造が複雑で高価なものとなり、かつ、保守管理にも
手間が掛るという問題がある。4はレール、5はまくら
ぎ、6は締結ボルト、7はねじ釘である。In recent years, noise and vibration damage to railway lines has become a social problem, and the effective use of the vibration damping effect of track pads is attracting attention. It is necessary to change to one with a low spring constant that can follow the deformation of the track pad. In addition, since the rail deflection caused by the lateral pressure applied to the rail from the wheels increases, it is necessary to take measures to control this. Therefore, a tie plate 2 is installed under the rail pad 1 as shown in Fig. 2. In addition, a rubber pad 3 for supporting the tie plate 2 is interposed therebelow, which results in a complicated and expensive structure, and requires time and effort for maintenance. 4 is a rail, 5 is a sleeper, 6 is a fastening bolt, and 7 is a screw nail.
そこで本発明は、前記従来の問題点に鑑みてなされたも
のであって、軌道パッドを低ばね定数化させることなく
、該軌道パッドの振動減衰効果を高めることにより、前
記従来の問題点を解消することを目的とするものである
。Therefore, the present invention has been made in view of the above-mentioned conventional problems, and eliminates the above-mentioned conventional problems by increasing the vibration damping effect of the track pad without lowering the spring constant of the track pad. The purpose is to
(問題点を解決するための手段)
そのために本発明では、当該軌道パッドを、ネズミ鋳鉄
細片を加圧及び焼結して形成された多孔質焼結板状体を
ゴム簿の非導電性の弾性材で包込み、該弾性材と多孔質
焼結板状体とを一体化して構成したものである。(Means for Solving the Problems) For this purpose, in the present invention, the track pad is made of a porous sintered plate-like body formed by pressurizing and sintering gray cast iron strips, and a non-conductive rubber plate. The elastic material is wrapped in an elastic material, and the elastic material and a porous sintered plate-like body are integrated.
(作用)
軌道パッドに、特にすぐれた吸音、吸振特性を有する多
孔質焼結板状体(この多孔質焼結板状体については、特
許第1218991号−特公昭5日−52528号公報
を参照されたい、)を使用することによって、該軌道パ
ッドのゴム等の弾性材の肉厚を増化させて低ばね定数化
を図らなくても、レールに掛る列車の振動や騒音等を該
軌道パッドで充分に吸収することができる。(Function) A porous sintered plate-like body having particularly excellent sound-absorbing and vibration-absorbing properties for the track pad (for this porous sintered plate-like body, see Japanese Patent No. 1218991-Japanese Patent Publication No. 52528 of 1977) ) By using the track pad, vibrations and noise of the train on the rail can be reduced without increasing the thickness of the elastic material such as rubber of the track pad to reduce the spring constant. can be sufficiently absorbed.
(実施例) 以下、本発明を図示せる実施例に随って説明する。(Example) The present invention will be described below with reference to illustrative embodiments.
であって、締結ポル)13.板ばね14.埋込栓15.
ワッシャ16.ばね受台17及び軌道パッド18等から
構成されている。13. Leaf spring 14. Embedded plug 15.
Washer 16. It is composed of a spring holder 17, a track pad 18, and the like.
埋込栓15は、予じめ前記コンクリートまくらざ11の
レール締結部にレール12の敷設方向に沿って形成され
た溝状の締結座面19の両側部に、先端が該締結座面1
9の表面に開口するようにして埋込まれている。又、ば
ね受台17は前記締結座面19の両側縁にコンクリート
すイらぎ11と共に一体に形成されている。The embedded plugs 15 are attached to both sides of a groove-shaped fastening seat surface 19 that is formed in advance in the rail fastening portion of the concrete sleeper 11 along the laying direction of the rail 12.
It is embedded so as to open on the surface of 9. Further, the spring pedestal 17 is integrally formed with the concrete bridge 11 on both side edges of the fastening seat surface 19.
軌道パッド18は、ネズミ鋳鉄細片を加圧及び焼結によ
り形成された多孔質焼結板状体20をゴム等の非導電性
の弾性材21で包込まれて、該弾性材21と多孔質焼結
板状体20が一体化されて構成されている。The track pad 18 includes a porous sintered plate-like body 20 formed by pressurizing and sintering gray cast iron strips, which is wrapped in a non-conductive elastic material 21 such as rubber. A solid sintered plate-like body 20 is integrated.
尚、前記軌道パッド18は多孔質焼結板状体20のみで
形成することも考えられるが、該多孔質焼結版状体20
のみでは、圧縮強度は充分であるが、加圧成形材である
ため脆ざがある。Note that the track pad 18 may be formed only from the porous sintered plate-like body 20;
Although it has sufficient compressive strength, it is brittle because it is a pressure-formed material.
庁擦に弱い、水分や湿度をきらう、絶縁性がない等の問
題がある。これらの問題はゴム又は合成樹脂等の非導電
性の弾性材21で包込むことリートまくらぎ11に締結
するには、先ずコンクリートまくらぎ11の締結座面1
9上に軌道パッド18を置き、そのヒにレール12をa
、置する0次に、板ばね14をレール12とばね受台1
7との間に嵌合させてレール12の左右方向の位置決め
をする。然る後、ナラ)17を介して締結ポルト13を
板ばね14に嵌挿させ。It has problems such as being susceptible to scratches, being sensitive to moisture and humidity, and lacking insulation. To solve these problems, wrap the fastening surface 1 of the concrete sleeper 11 with a non-conductive elastic material 21 such as rubber or synthetic resin.
Place the track pad 18 on top of the track pad 18, and attach the rail 12 to the
, place the leaf spring 14 on the rail 12 and the spring holder 1
7 to position the rail 12 in the left and right direction. After that, the fastening port 13 is fitted into the leaf spring 14 via the bolt 17.
埋込栓15に螺締させてレール12を締結固定する。The rail 12 is fastened and fixed by screwing into the embedded plug 15.
(本発明による効果)
以上述べたように本発明によれば、コンクリート支承体
のレール締結部の締結座面とレール下面との間に介装さ
れる軌道パッドを、ネズミ鋳鉄細片を加圧及び焼結によ
り形成された多孔質焼結板状体を、ゴム等の非導電性の
弾性材で包込み、該弾性材と多孔質焼結板状体とを一体
化して構成したので、従来のように軌道パッドの肉厚を
増加させて低ばね定数化させなくても、高い振動減衰効
果を有する軌道パッドを得ることができた。(Effects of the present invention) As described above, according to the present invention, the track pad interposed between the fastening seat surface of the rail fastening part of the concrete support and the rail lower surface is pressurized with gray cast iron strips. The porous sintered plate-like body formed by sintering is wrapped in a non-conductive elastic material such as rubber, and the elastic material and the porous sintered plate-like body are integrated. It was possible to obtain a track pad with a high vibration damping effect without increasing the wall thickness of the track pad to lower the spring constant.
したがって、締結バネ低ばね常数のものに変更する必要
がなく、しかも、タイプレートやゴムパッドを使用する
必要がないので、構造が複雑になることがなく、保守管
理も容易である等の効果を有するものである。Therefore, there is no need to change the fastening spring to one with a low spring constant, and there is no need to use tie plates or rubber pads, so the structure does not become complicated and maintenance management is easy. It is something.
第1図は本発明によるレール締結装置を示す縦断正面図
、第2図は従来のレール締結装置を示す縦断正面図であ
る。
aはレール締結装置、11はコンクリートまくらぎ、1
2はレール、18は軌道パッド、20は多孔質焼結板状
体、21は弾性材。FIG. 1 is a longitudinal sectional front view showing a rail fastening device according to the present invention, and FIG. 2 is a longitudinal sectional front view showing a conventional rail fastening device. a is a rail fastening device, 11 is a concrete sleeper, 1
2 is a rail, 18 is a track pad, 20 is a porous sintered plate, and 21 is an elastic material.
Claims (1)
承体のレール締結座面とレール下面との間に軌道パッド
を介装させてレールを弾性的に締結するようになしたレ
ール締結装置において、前記軌道パッドは、ネズミ鋳鉄
細片を加圧及び焼結して形成された多孔質焼結板状体を
ゴム等の非導電性の弾性材で包込み、該弾性材と多孔質
焼結板状体とを一体化して構成したことを特徴とするレ
ール締結装置における軌道パッド。In a rail fastening device in which a track pad is interposed between a rail fastening seat surface of a concrete support such as a concrete sleeper or a slab track and a lower surface of the rail to elastically fasten the rail, the track pad includes: A porous sintered plate-like body formed by pressurizing and sintering gray cast iron strips is wrapped in a non-conductive elastic material such as rubber, and the elastic material and the porous sintered plate-like body are integrated. A track pad in a rail fastening device, characterized in that it is configured as follows.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29468486A JPS63151701A (en) | 1986-12-12 | 1986-12-12 | Track pad in rail clamping apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29468486A JPS63151701A (en) | 1986-12-12 | 1986-12-12 | Track pad in rail clamping apparatus |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63151701A true JPS63151701A (en) | 1988-06-24 |
JPH047761B2 JPH047761B2 (en) | 1992-02-13 |
Family
ID=17810969
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29468486A Granted JPS63151701A (en) | 1986-12-12 | 1986-12-12 | Track pad in rail clamping apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63151701A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007239220A (en) * | 2006-03-06 | 2007-09-20 | Yamato Trackwork System Co Ltd | Floor slab cushioning mat |
-
1986
- 1986-12-12 JP JP29468486A patent/JPS63151701A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007239220A (en) * | 2006-03-06 | 2007-09-20 | Yamato Trackwork System Co Ltd | Floor slab cushioning mat |
Also Published As
Publication number | Publication date |
---|---|
JPH047761B2 (en) | 1992-02-13 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4266719A (en) | Track mounting assembly and sound-damping system therefore | |
KR100276033B1 (en) | Bearing for a part of a railroad track | |
GB2083111A (en) | Sound-insulating railway track | |
US6364214B1 (en) | Block boot for railway track systems | |
JPS63151701A (en) | Track pad in rail clamping apparatus | |
GR3000863T3 (en) | Sound insulating rail support | |
KR100408823B1 (en) | Dustproof Device for Rail | |
JPH01275801A (en) | Track pad in rail connector | |
CN113005826B (en) | Design method of full-frequency vibration reduction track structure | |
US6325301B1 (en) | Track support system | |
US6027033A (en) | Method and device for mounting track rails | |
EP3612677B1 (en) | System for fastening a rail, methods for producing a fastening and a support system for a rail and use of a rail fastening system | |
KR200348009Y1 (en) | Fastening device for reducing vibration for rail | |
JPH04194101A (en) | Rail connector with elastic plate having support beam-like both ends | |
JP3020444B2 (en) | Concrete sleeper | |
JPS63315701A (en) | Vibrationproof structure of rail track | |
GB2416178A (en) | Railway rail fastening assembly | |
JPH078404U (en) | Metal sleeper fastening structure | |
JP2515834B2 (en) | Anti-vibration rail fastening device | |
JPH078403U (en) | Rail connection structure of metal sleepers | |
JPS63265001A (en) | Vibration proof structure of rail track | |
JPS5941202Y2 (en) | Rail anti-vibration fastening device | |
JP3818490B2 (en) | Rudder track anti-vibration table | |
JPS6145201Y2 (en) | ||
JP2582269Y2 (en) | Elastic rail fastening device |