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JPH04155001A - Rail joining construction - Google Patents

Rail joining construction

Info

Publication number
JPH04155001A
JPH04155001A JP28313890A JP28313890A JPH04155001A JP H04155001 A JPH04155001 A JP H04155001A JP 28313890 A JP28313890 A JP 28313890A JP 28313890 A JP28313890 A JP 28313890A JP H04155001 A JPH04155001 A JP H04155001A
Authority
JP
Japan
Prior art keywords
rail
crossties
tie plate
sleepers
sleeper
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
Application number
JP28313890A
Other languages
Japanese (ja)
Other versions
JP2907522B2 (en
Inventor
Keiji Shimizu
敬二 清水
Akio Tanaka
田中 彬夫
Yoshiro Nagai
永井 義郎
Haruo Shimizu
清水 治生
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP28313890A priority Critical patent/JP2907522B2/en
Publication of JPH04155001A publication Critical patent/JPH04155001A/en
Application granted granted Critical
Publication of JP2907522B2 publication Critical patent/JP2907522B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To facilitate maintenance work and lower distributed pressure under crossties by fixing a collecting tie plate on the upper face of a plurality of crossties arranged mutually adjoined, and supporting and combining a rail. CONSTITUTION:A plurality of PC crossties of concrete on which a pair of recessed part in the rail 6 laying direction are provided crossing with the rail 6 are arranged. Projecting parts 9 underside a collecting tie plate are fitted into the recessed parts 8, and lateral pressure applied on the rail 6 is borne with them. The rail 6 is pinched with a pair of supporting parts 5 on the upper face of the collecting tie plate 2, positioned, and fixed from both sides with band clips 7. Further, reinforcing members 10 such as shape steel are fixed underside the PC crossties 1. Hereby, a plurality of crossties 1 are collected into one body, and hence broad bottom area can be obtained and distributed pressure under the crossties 1 can be lowered.

Description

【発明の詳細な説明】 産業上の利用分野 本発明はレール締結構造に関する。[Detailed description of the invention] Industrial applications The present invention relates to a rail fastening structure.

従来の技術 従来のし−ル締結構造として、−本ずつ所定間隔をあけ
て配置されたコンクリート製のPC枕木に、タイプレー
トなとを用いてレールを固定したものが多用されている
。レールおよび枕木の下部には、バラストか敷設され、
つき固められる。
2. Description of the Related Art As a conventional rail fastening structure, a structure in which a tie plate or the like is used to fix a rail to concrete PC sleepers arranged at predetermined intervals is often used. Underneath the rails and sleepers, ballast or
It is hardened.

発明か解決しようとする課題 しかし、このような従来のものでは、バラストの保守に
手間を要するという問題点がある。また、枕木下の圧力
分布か高いという問題点もある。
Problems to be Solved by the Invention However, such conventional devices have a problem in that maintenance of the ballast is time-consuming. Another problem is that the pressure distribution under the sleepers is high.

そこで本発明はこのような問題点を解決することを目的
とする。
Therefore, the present invention aims to solve such problems.

課題を解決するための手段 上記問題点を解決するため本発明は、互いに隣接して配
置された複数本の枕木と、これら複数本の枕木の上面に
わたって配置され、各枕木に固定されるとともにレール
を支持および締結可能な集成用タイプレートとを有する
ようにしたものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention includes a plurality of sleepers arranged adjacent to each other, a rail that is arranged over the upper surface of the plurality of sleepers, fixed to each sleeper, and a rail. and an assembly tie plate that can be supported and fastened.

作用 このような構成によると、集成用タイプレートて複数の
枕木か一体化されるため、広底面積の枕木か得られる。
Effect: According to this configuration, a plurality of sleepers are integrated into the tie plate for assembly, so a sleeper with a wide base area can be obtained.

このため、バラストの保守が容易になるうえに、枕木下
の圧力分布も低下する。複数の枕木を一体化するもので
あるため、従来の枕木をそのまま利用して広底面積の枕
木を構成することができる。
This not only makes ballast maintenance easier, but also reduces the pressure distribution under the sleepers. Since a plurality of sleepers are integrated, it is possible to construct a sleeper with a wide base area by using conventional sleepers as is.

実施例 第1図および第2図において、lはコンクリート製のP
C枕木で、その複数本たとえば3本が、互いに隣接した
状態で並べられている。これら3本のPC枕木lの上面
には、これら3本のPC枕木lにわたる長さの集成用タ
イプレート2が設けられている。すなわち各PC枕木l
の上面には緩衝用の含浸パッド3が敷かれ、PC枕木l
にねじ込まれるボルト4により、含浸パッド3を間に挟
んで、集成用タイプレート2が3本のPC枕木】に固定
されている。
Embodiment In FIGS. 1 and 2, l is concrete P.
A plurality of C sleepers, for example three, are arranged adjacent to each other. An assembly tie plate 2 having a length spanning the three PC sleepers l is provided on the upper surface of these three PC sleepers l. That is, each PC sleeper l
An impregnated cushioning pad 3 is laid on the top surface of the PC sleeper l.
The tie plate 2 for assembling is fixed to the three PC sleepers with the impregnated pad 3 in between by bolts 4 screwed into the board.

PC枕木lの上面には、レール6の敷設方向と同方向の
凹部8が、レール6と直交する方向に距離をおいて一対
形成されている。また集成用タイプレート2の下面には
凹部8にはまり込む一対の突条9が形成され、これらの
はまり合いによりレール6に働く横圧を受は止め可能で
ある。また同時に、含浸パッド3の横ずれを防止可能で
ある。
A pair of recesses 8 in the same direction as the installation direction of the rail 6 are formed on the upper surface of the PC sleeper l at a distance in a direction orthogonal to the rail 6. Furthermore, a pair of protrusions 9 are formed on the lower surface of the assembly tie plate 2 and fit into the recesses 8, and the lateral pressure acting on the rail 6 can be received and stopped by these fittings. At the same time, it is possible to prevent the impregnated pad 3 from shifting laterally.

集成用タイプレート2の上面には一対の支持部5が形成
され、これら支持部5でレール6を挟むことによって、
このレール6を位置決めする。各支持部5にはバンドロ
ールクリップ7が保持されており、このバンドロールク
リップ7によりレール6を両側から固定する。
A pair of support parts 5 are formed on the upper surface of the assembly tie plate 2, and by sandwiching the rail 6 between these support parts 5,
This rail 6 is positioned. A band roll clip 7 is held on each support portion 5, and the rail 6 is fixed from both sides by this band roll clip 7.

lOは補強部材で、型鋼なとて構成され、複数のPC枕
木lの下面にわたってレール6の敷設方向に配置され、
ボルトなどの固定手段によって各PC枕木lに固定され
ている。第3図に示すように、PC枕木1の端部には、
コ字形の防振ゴム・シュウ11か、これら複数のPC枕
木lを挟み込むようにして設けられている。防振ゴム・
シュウ11の内部には、ばね鋼12か埋め込まれている
。第2図において、13はバラストである。
1O is a reinforcing member, which is made of shaped steel, and is arranged in the direction in which the rail 6 is laid across the lower surface of the plurality of PC sleepers 1,
It is fixed to each PC sleeper l by fixing means such as bolts. As shown in FIG. 3, at the end of the PC sleeper 1,
A U-shaped anti-vibration rubber shoe 11 is provided to sandwich the plurality of PC sleepers l. Anti-vibration rubber・
A spring steel 12 is embedded inside the shoe 11. In FIG. 2, 13 is a ballast.

このような構成によれば、集成用タイプレート2によっ
て複数のPC枕木1が一体化され、広底面積の枕木を構
成することができる。このため、枕木下の圧力分布を下
げることができ、またバラスH3の保守のための作業が
容易になる利点かある。
According to such a configuration, a plurality of PC sleepers 1 are integrated by the assembly tie plate 2, and a sleeper with a wide base area can be constructed. Therefore, there is an advantage that the pressure distribution under the sleeper can be lowered and maintenance work for the ballast H3 becomes easier.

複数のPC枕木lを一体化するものであるため、既存の
PC枕木をそのまま利用することができる。補強部材l
Oで補強することによる一体化の効果も期待できる。レ
ール6とPC枕木1との間には含浸パッド3か設けられ
、またPC枕木1の端部には防振ゴム・シュウ11が設
けられてPC枕木lを弾性支持しているため、防振効果
も満足なものとなる。
Since a plurality of PC sleepers 1 are integrated, existing PC sleepers can be used as is. Reinforcement member l
It is also possible to expect the effect of integration by reinforcing with O. An impregnated pad 3 is provided between the rail 6 and the PC sleeper 1, and an anti-vibration rubber shoe 11 is provided at the end of the PC sleeper 1 to elastically support the PC sleeper 1. The effect will also be satisfactory.

第4図は、本発明の他の実施例にもとづく集成用タイプ
レート2を示す。この例では、タイプレートにおけるレ
ールを支持する部分に肉ぬすみ部14を設けることで集
成用タイプレート2をH形に形成し、その軽量化を図っ
ている。
FIG. 4 shows a tie plate assembly 2 according to another embodiment of the invention. In this example, the assembly tie plate 2 is formed into an H-shape by providing a hollow portion 14 in the portion of the tie plate that supports the rail, thereby reducing its weight.

発明の効果 以上述べたように本発明によると、互いに隣接して配置
された複数本の枕木の上面にわたって配置され、各枕木
に固定される集成用タイプレートを設けたため、既存の
枕木をそのまま利用して広底面積の枕木を得ることがで
きる。このため、枕木下の圧力分布を下げることができ
るとともに、バラストの保守を容易に行うことか可能と
なる。
Effects of the Invention As described above, according to the present invention, an assembly tie plate is provided which is placed over the upper surface of a plurality of sleepers arranged adjacent to each other and fixed to each sleeper, so that existing sleepers can be used as is. By doing this, you can obtain sleepers with a wide base area. Therefore, the pressure distribution under the sleepers can be lowered, and the ballast can be easily maintained.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の一実施例のレール締結構造の斜視図で
ある。第2図はその横断面図である。第3図は同レール
締結構造における枕木の端部の斜視図である。第4図は
集成用タイプレートの他の例の斜視図である。 l・・・PC枕木、2・・・集成用タイプレート、6・
・・レール。 代理人   森  本  義  弘 第f図 /、、PC稙米 2  、集成用ダイブし一ト A、i−ル 第3図 第4図 左
FIG. 1 is a perspective view of a rail fastening structure according to an embodiment of the present invention. FIG. 2 is a cross-sectional view thereof. FIG. 3 is a perspective view of the end of the sleeper in the same rail fastening structure. FIG. 4 is a perspective view of another example of the tie plate assembly. l...PC sleeper, 2...tie plate for assembly, 6.
··rail. Agent Yoshihiro Morimoto Figure F/, PC Kenmai 2, Dive Shito A, I-R Figure 3 Figure 4 Left

Claims (1)

【特許請求の範囲】[Claims] 1、互いに隣接して配置された複数本の枕木と、これら
複数本の枕木の上面にわたって配置され、各枕木に固定
されるとともにレールを支持および締結可能な集成用タ
イプレートとを有することを特徴とするレール締結構造
1. It is characterized by having a plurality of sleepers arranged adjacent to each other, and an assembly tie plate arranged over the upper surface of the plurality of sleepers, fixed to each sleeper, and capable of supporting and fastening the rail. Rail fastening structure.
JP28313890A 1990-10-19 1990-10-19 Rail fastening structure Expired - Lifetime JP2907522B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28313890A JP2907522B2 (en) 1990-10-19 1990-10-19 Rail fastening structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28313890A JP2907522B2 (en) 1990-10-19 1990-10-19 Rail fastening structure

Publications (2)

Publication Number Publication Date
JPH04155001A true JPH04155001A (en) 1992-05-28
JP2907522B2 JP2907522B2 (en) 1999-06-21

Family

ID=17661723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28313890A Expired - Lifetime JP2907522B2 (en) 1990-10-19 1990-10-19 Rail fastening structure

Country Status (1)

Country Link
JP (1) JP2907522B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100661608B1 (en) * 2004-12-30 2006-12-26 한국철도기술연구원 Elastic fastening device between sleepers of railway rails
KR100661607B1 (en) * 2004-12-29 2006-12-26 한국철도기술연구원 Elastic fastening device of rail
JP2008525679A (en) * 2004-12-29 2008-07-17 コリア レイルロード リサーチ インスティテュート Elastic device for fixing rails to sleepers

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100661607B1 (en) * 2004-12-29 2006-12-26 한국철도기술연구원 Elastic fastening device of rail
JP2008525679A (en) * 2004-12-29 2008-07-17 コリア レイルロード リサーチ インスティテュート Elastic device for fixing rails to sleepers
JP4663736B2 (en) * 2004-12-29 2011-04-06 コリア レイルロード リサーチ インスティテュート Elastic device for fixing rails to sleepers
KR100661608B1 (en) * 2004-12-30 2006-12-26 한국철도기술연구원 Elastic fastening device between sleepers of railway rails

Also Published As

Publication number Publication date
JP2907522B2 (en) 1999-06-21

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