JPH044003Y2 - - Google Patents
Info
- Publication number
- JPH044003Y2 JPH044003Y2 JP7766885U JP7766885U JPH044003Y2 JP H044003 Y2 JPH044003 Y2 JP H044003Y2 JP 7766885 U JP7766885 U JP 7766885U JP 7766885 U JP7766885 U JP 7766885U JP H044003 Y2 JPH044003 Y2 JP H044003Y2
- Authority
- JP
- Japan
- Prior art keywords
- spring
- recess
- support surface
- rail
- rails
- 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.)
- Expired
Links
- 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 claims description 12
- 241001669679 Eleotris Species 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
Landscapes
- Railway Tracks (AREA)
Description
【考案の詳細な説明】
産業上の利用分野
この考案は、2種の軌間の列車が通る3線レー
ル軌道における2条の個別レールのように、レー
ル間隔は小でも2条のレールを別個にPCまくら
ぎ又はコンクリート道床に締結する双レール締結
装置に関する。[Detailed explanation of the invention] Industrial application field This invention can be used to separate two rails even if the rail spacing is small, such as two individual rails on a three-track rail track where trains of two types of gauges pass. Concerning a twin rail fastening device that fastens to PC sleepers or concrete trackbeds.
従来の技術
従来、PCまくらぎ又はコンクリート道床に3
線レール軌道を締結する場合は、2条の個別レー
ル間においてPCまくらぎ等に両側に締結装置の
支持面を具えたコンクリート製突起を一体形成し
ていたが、コンクリート製突起では横圧に対する
強度が不充分であり、他に適当な締結手段がなか
つたのである。Conventional technology Conventionally, PC sleepers or concrete trackbeds were
When fastening line rail tracks, concrete projections with support surfaces for fastening devices on both sides are integrally formed on PC sleepers between two individual rails, but concrete projections have insufficient strength against lateral pressure. was insufficient, and there was no other suitable means of fastening.
考案が解決しようとする問題点
本案の目的は、前記コンクリート製突起に代つ
て横圧に強い埋込み鋼製部品を用いることによ
り、2条の個別レールの間隔を小になしうる双レ
ール締結装置を提案するにある。Problems to be solved by the invention The purpose of this invention is to create a twin rail fastening device that can reduce the spacing between two individual rails by using embedded steel parts that are resistant to lateral pressure in place of the concrete protrusions. There are suggestions.
問題点を解決するための手段
本案は、PCまくらぎ又はコンクリート道床の
上面に形成した凹所の両端の段部内面を第1のば
ね受台支持面とし、凹所中央において前記PCま
くらぎ又はコンクリート道床に埋込み固定した鋼
製シヨルダの両側に第1のばね受台支持面と相対
する第2のばね受台支持面を形成し、夫々相対す
る第1、第2のばね受台支持面の間において凹所
上に敷設したレールを各ばね受台支持面上に載置
したばね受台に外端を支持したばねクリツプによ
り前記PCまくらぎ又はコンクリート道床に締結
することを特徴とする。Means to Solve the Problem This proposal uses the stepped inner surfaces at both ends of the recess formed on the upper surface of the PC sleeper or concrete track bed as the first spring support support surface, and the PC sleeper or A second spring pedestal support surface facing the first spring pedestal support surface is formed on both sides of the steel shoulder embedded and fixed in the concrete track bed, and the first and second spring pedestal support surfaces facing each other are It is characterized in that the rails laid on the recesses in between are fastened to the PC sleepers or the concrete track bed by means of spring clips whose outer ends are supported by spring holders placed on each spring holder support surface.
作 用
PCまくらぎ又はコンクリート道床に埋込み固
定された鋼製シヨルダは横圧に対する強度が大で
あり、その両側のばね受台支持面を隣り合せに充
分近接させて形成することができる。したがつ
て、2条の個別レールの間隔が小なる場合でも各
レールをばねクリツプを用いて強固に別個締結す
ることができる。Function Steel shoulders embedded and fixed in PC sleepers or concrete trackbeds have high strength against lateral pressure, and can be formed with the spring cradle support surfaces on both sides sufficiently close to each other. Therefore, even if the distance between two individual rails is small, each rail can be securely fastened separately using the spring clip.
実施例
第1図はPCまくらぎ1に締結した3線レール
軌道の横断面図であり、レール2,3は共用レー
ル4と夫々標準軌間及び狭軌の軌道を形成する。
PCまくらぎ1の上面には共用レール4用の凹所
5とレール2,3用の凹所6とが形成され、凹所
6はその中央に埋込み固定した鋼製シヨルダ7を
境としてレール4から遠い部分6aと近い部分6
bとが凹所5との間に一定の水平傾斜角度をもつ
ように形成され、したがつて凹所部分6aと6b
とは平行で且つ僅かの段差を有する。Embodiment FIG. 1 is a cross-sectional view of a three-line rail track connected to a PC sleeper 1, and the rails 2 and 3 form a standard gauge track and a narrow gauge track with a common rail 4, respectively.
A recess 5 for the common rail 4 and a recess 6 for the rails 2 and 3 are formed on the upper surface of the PC sleeper 1. Part 6a far from and part 6 near
b is formed to have a constant horizontal inclination angle between it and the recess 5, so that the recess portions 6a and 6b
It is parallel to and has a slight step.
レール4は軌道パツド8を介して凹所5上に敷
設され、凹所5の両端に形成されたばね受台支持
面9に接するばね受台10と、ばね受台10とレ
ール4のフランジ11とに係合するばねクリツプ
12と締結ボルト13とよりなる周知のレール締
結装置14によつて弾性締結される。 The rail 4 is laid on the recess 5 via the track pad 8, and has a spring holder 10 in contact with the spring holder support surfaces 9 formed at both ends of the recess 5, and a flange 11 of the spring holder 10 and the rail 4. The rails are elastically fastened by a well-known rail fastening device 14 consisting of a spring clip 12 and a fastening bolt 13 that engage with the rail.
凹所6の両端にもばね受台支持面9と同様の第
1のばね受台支持面15a,15bが形成され、
上記と同様の周知のレール締結装置14a,14
bにより夫々レール2,3のフランジ外側を弾性
締結する。 First spring pedestal support surfaces 15a and 15b similar to the spring pedestal support surface 9 are formed at both ends of the recess 6,
Well-known rail fastening devices 14a, 14 similar to those described above
b elastically fastens the outside flanges of the rails 2 and 3, respectively.
シヨルダ7は第3図ないし第5図に示すよう
に、脚16とその上端から周囲にテーパー状に拡
大する支持台17とがPCまくらぎ1中に埋設さ
れ、支持台17上に突堤18が形成され、その両
側に第1のばね受台支持面15a,15bと夫々
平行に相対する第2のばね受台支持面19a,1
9bを形成する。前記のように、凹所部分6aと
6bとは段差を有するので、第2のばね受台支持
面19a,19bの下面も同様の段差を有する。 As shown in FIGS. 3 to 5, the shoulder 7 has a leg 16 and a support base 17 that expands in a tapered manner from its upper end to the periphery, which are embedded in the PC sleeper 1, and a jetty 18 is formed on the support base 17. Second spring pedestal support surfaces 19a, 1 are formed on both sides thereof and are opposed in parallel to the first spring pedestal support surfaces 15a, 15b, respectively.
Form 9b. As described above, since the recessed portions 6a and 6b have a step, the lower surfaces of the second spring holder support surfaces 19a and 19b also have a similar step.
レール2,3は夫々軌道パツド8を介して凹所
部分6a,6b上に敷設され、フランジ内側を第
2のばね受台支持面19a,19bを用いてレー
ル締結装置14a,14bと同様の周知のレール
締結装置14c,14dにより弾性締結される。 The rails 2 and 3 are laid on the recessed portions 6a and 6b through the track pads 8, respectively, and the inner sides of the flanges are mounted using second spring pedestal support surfaces 19a and 19b, similar to the well-known rail fastening devices 14a and 14b. The rails are elastically fastened by the rail fastening devices 14c and 14d.
シヨルダ7は脚16に凹所20を有し、支持台
17の周囲に充分な高さの垂直埋設面21を有す
るので、レール締結力を得るに充分な埋設強度を
発揮でき、また鋼製であることにより突堤18の
水平荷重に対する強度が強く、その幅を小にして
レール締結装置14c,14d等に必要なスペー
スを容易に確保しうる。 The shoulder 7 has a recess 20 in the leg 16 and a vertical buried surface 21 of sufficient height around the support base 17, so it can exhibit sufficient buried strength to obtain rail fastening force, and is made of steel. This increases the strength of the jetty 18 against horizontal loads, and by reducing its width, it is possible to easily secure the space necessary for the rail fastening devices 14c, 14d, etc.
考案の効果
本案は上記の構成を有するので、PCまくらぎ
やコンクリート道床の場合でも、3線レール軌道
の非共用レールの如き比較的間隔が小なる2条の
レールの個別締結を強固に行うことができる効果
がある。Effects of the invention Since the present invention has the above-mentioned configuration, even in the case of PC sleepers and concrete trackbeds, it is possible to securely fasten two rails with a relatively small interval, such as non-common rails on a 3-track rail track, individually. There is an effect that can be achieved.
第1図は本案の一実施例の断面図、第2図は同
じく平面図、第3図、第4図、第5図は夫々シヨ
ルダの立面図、平面図、側面図である。
1……PCまくらぎ又はコンクリート道床、2,
3……レール、6,6a,6b……凹所、7……
鋼製シヨルダ、10……ばね受台、12……ばね
クリツプ、15a,15b……第1のばね受台支
持面、19a,19b……第2のばね受台支持
面。
FIG. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a plan view, and FIGS. 3, 4, and 5 are an elevation view, a plan view, and a side view of the shoulder, respectively. 1...PC sleepers or concrete track bed, 2,
3...Rail, 6, 6a, 6b...Recess, 7...
Steel shoulder, 10... Spring cradle, 12... Spring clip, 15a, 15b... First spring cradle support surface, 19a, 19b... Second spring cradle support surface.
Claims (1)
成した凹所の両端の段部内面を第1のばね受台支
持面とし、凹所中央において前記PCまくらぎ又
はコンクリート道床に埋込み固定した鋼製シヨル
ダの両側に第1のばね受台支持面と相対する第2
のばね受台支持面を形成し、夫々相対する第1、
第2のばね受台支持面の間において凹所上に敷設
したレールを各ばね受台支持面上に載置したばね
受台に外端を支持したばねクリツプにより前記
PCまくらぎ又はコンクリート道床に締結する双
レール締結装置。 The inner surfaces of the steps at both ends of the recess formed on the upper surface of the PC sleeper or concrete track bed are used as the first spring cradle support surfaces, and both sides of the steel shoulder are embedded and fixed in the PC sleeper or concrete track bed at the center of the recess. a second spring cradle support surface opposite to the first spring cradle support surface;
forming a spring cradle support surface and facing each other;
A rail laid on a recess between the second spring pedestal support surfaces is connected to the spring pedestal by a spring clip whose outer end is supported by a spring pedestal placed on each spring pedestal support surface.
Twin rail fastening device that fastens to PC sleepers or concrete track bed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7766885U JPH044003Y2 (en) | 1985-05-27 | 1985-05-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7766885U JPH044003Y2 (en) | 1985-05-27 | 1985-05-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61193103U JPS61193103U (en) | 1986-12-01 |
| JPH044003Y2 true JPH044003Y2 (en) | 1992-02-06 |
Family
ID=30620942
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7766885U Expired JPH044003Y2 (en) | 1985-05-27 | 1985-05-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH044003Y2 (en) |
-
1985
- 1985-05-27 JP JP7766885U patent/JPH044003Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61193103U (en) | 1986-12-01 |
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