JP3955539B2 - Track rail joint structure and joint height adjustment method - Google Patents

Track rail joint structure and joint height adjustment method Download PDF

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Publication number
JP3955539B2
JP3955539B2 JP2003072269A JP2003072269A JP3955539B2 JP 3955539 B2 JP3955539 B2 JP 3955539B2 JP 2003072269 A JP2003072269 A JP 2003072269A JP 2003072269 A JP2003072269 A JP 2003072269A JP 3955539 B2 JP3955539 B2 JP 3955539B2
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rail
joint
track rail
plate
seam
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JP2004278163A (en
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毅洋 中嶋
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レール軌材株式会社
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Description

【0001】
【産業上の利用分野】
この発明は、交換した新しい軌道レールと、継続使用する古いレールとを継目部で接続する場合に、レール上面に段差ができるのを防ぐために用いる軌道レールの継目部構造と、この継目部構造を用いた高さ調整方法とに関するものである。
【0002】
【従来の技術】
鉄道に用いる軌道レールは、枕木の上に固定されたタイプレートの上に軌道パッドを介して載せられて、タイプレートに板ばねで保持されている。ここに軌道パッドは通常弾性を有する硬質ゴムで作られ、軌道レールを車両が通過する際の衝撃を吸収し、騒音発生を抑制するものである。
【0003】
一方軌道レールは長期間の使用によってその上面(レール頭部の上面)が次第に摩滅したり傷んだりする。このためレール高さ(レール底面からレール上面までの寸法)が減少する。そこで軌道レールはこの摩滅や傷みが一定量に達すると新しいものと交換する必要が生じる。
【0004】
この場合レールを長い範囲で一度に交換するのであれば作業が大規模になり、費用も多大になる。そこで摩滅や傷みが激しいレールだけを新しいものあるいは再使用可能なものに交換することが従来より行われている。
【0005】
【発明が解決しようとする課題】
このように一部のレールを新しいものあるいは再使用可能なものに交換した場合には、古いレール(継続使用するレール)とのレール高さが通常一致しないことになる。この場合、この継目部でレール上面に段差が生じる。この段差が大きくなると車両通過時に継目部および車両に大きな衝撃が加わり、車両の乗り心地が悪くなる。また騒音も大きくなる。
【0006】
この発明はこのような事情に鑑みなされたものであり、継目を挟んで一方のレールのみを新しいレールあるいは再使用可能なレールに交換し、他方は古いレールを継続使用する場合に、継目部におけるレール上面に段差が発生するのを防ぎ、乗り心地の向上と騒音の抑制を可能にする軌道レールの継目部構造を提供することを第1の目的とする。この継目部構造を用いた継目用高さ調整方法を提供することを第2の目的とする。
【0007】
【発明の構成】
本発明によれば第1の目的は、継目部を挟む一方の軌道レールを交換し継目の前後でレール上面の高さを揃えてタイプレートに固定する軌道レールの継目部構造であって、
レール底部と略同幅でかつ軌道レールの長手方向に長い平面視略長方形であり、中央付近に設けた段部を挟んで長手方向にのびる平板部の厚さが異なる側面視略段付き板状に形成され前記継目部の下に敷いて継目の前後でレール高さを揃える継目高さ調整板と、継目の空隙を跨いでその前後のレール底部をタイプレートに固定する板ばねと、両レールを結合する継目板と、を備えることを特徴とする軌道レールの継目部構造、により達成される。
【0008】
この調整板はポリアミドなどの硬質合成樹脂、硬質ゴムなどの電気絶縁性の材料で作るのが望ましい。あまりばね定数が小さい(柔らかい)と、この調整板の下に軌道パッドを重ねて用いる場合に軌道パッドのばね定数との合計ばね定数が変化してしまうからである。従ってこの調整板は軌道パッドのばね定数を変化させない厚さや材質を使用することにより、従来の硬さの軌道パッドがそのまま使用可能になる。
【0009】
調整板の上面中央付近に幅方向の段部を設け、この段部を挟んで前後(長手方向)に伸びる2つの平板部は、その厚さの組合せが異なるものを種々用意しておき、施工する継目部のレール高さの差などの状況に応じて、最適な厚さの組合せを有するものを選択して使用する。
【0010】
軌道レールは、温度変化により伸縮するだけでなく、車両の推進力や制動力の反力により、前方または後方への力を受けて前後に移動(ふく進という)することがある。このためレールの底面に敷いたこの調整板が前後方向に移動することがあり得る。調整板のこの前後移動を防ぐために、その長手方向(前後方向)の下面に突部を一体形成し、この突部をタイプレートに係合させるのがよい。
【0011】
突部を設ける場合には、この突部は調整板の前後端縁の少なくとも一方に沿って設け、タイプレートの前後端面の少なくとも一方に係合させるものが望ましい。調整板の下に軌道パッドを敷かない場合には、調整板の下面とタイプレート上面とに互いに係合する突部または突条と、凹部または溝を形成すればよい。
【0012】
調整板の上面には、軌道レール底面に対する滑り止め加工を施すのが望ましい。この加工は、例えば網目模様の細かい溝を施す。
【0013】
この発明によれば第2の目的は、請求項1〜4のいずれかの軌道レールの継目部構造を用いた軌道レールの継目高さ調整方法であって、a)軌道レールの継目間隙を挟む一方の交換対象となる軌道レールをタイプレートから解放する一方他方の継続使用する軌道レールを前記継目から適宜範囲でタイプレートから解放し、b)前記一方の交換対象となる軌道レールを別の交換用軌道レールに置き換え、c)前記軌道レールの継目部の下に前記継目高さ調整板を挿入して継目の前後でレール高さを揃え、d)軌道レールをタイプレートに固定e)継目部の前後のレールを継目板によって結合する、以上の各工程a)〜)を有することを特徴とする軌道レールの継目高さ調整方法、により達成される。
【0014】
【実施態様】
図1は軌道レールの継目部付近の平面図、図2はその一方の継目部の拡大断面図、図3は同じく分解斜視図、図4〜6図は調整板の異なる実施例を示す斜視図、図7はこの調整板を用いた施工方法の説明図である。
【0015】
図1、2において符号10は枕木(例えばコンクリート枕木)、12は左右一対の軌道レール、14はタイプレートである。枕木10はじゃりを敷き詰めた道床18(図7参照)に設置される。タイプレート14は枕木10にアンカーボルト16(図2)によって固定されている。
【0016】
タイプレート14には、レール12の底部13の幅より僅かに広い間隔を空けて左右一対のガイド壁20、20(図3)が突設されている。ガイド壁20、20の間には軌道パッド22が敷かれ、非継目部ではその上にレール底部13が載せられる。
【0017】
なおレール継目部24を保持する枕木10Aは他の非継目部の枕木10より幅広であり、同様にタイプレート14Aもこの継目部24のものが幅広である。またこの発明の調整板26を用いる時は、この調整板26を継目部24の軌道パッド22とレール底部13との間に挟むものである。この施工方法については後記する。
【0018】
レール底部13は図2に示すように板ばね28によってタイプレート14に固定される。すなわち板ばね28は図2に示すように略J字状に折曲され、その両端を重ね合わせてタイプレート14のガイド壁20に締結する。この時板ばね28のガイド壁20の外側へ膨出した湾曲部分がタイプレート14の上面に当接し、板ばね28の下側の端部がガイド壁20の上方を乗り越えてレール底部13を押下する。
【0019】
なおこの板ばね28をタイプレート14に締結するボルト30は、その頭をガイド壁20に設けた切欠部32に係合して起立し、板ばね28を貫通してその先端にナットが締め付けられる。ガイド壁20に設ける切欠部32は下方に向かって前後に広がり、ガイド壁20を幅方向に横断する。ボルト30の頭はこの切欠部32に係合するように略台形に作られている。
【0020】
継目部24を固定する板ばね28は、図1に示すように、この継目の空隙を跨いでその前後のレール12、12の底部13、13を押下している。また継目部24では、その前後のレール12を継目板34、34によって結合している。継目板34は、断面がレール12の腹部、底部13の上面および頭部の下面(あご下という)に沿うように作られ、絶縁材を介して腹部に両側から接着され、さらにボルト止めされる。すなわち腹部を継目板34、34が挟むようにボルト止めされる。なおこのボルトは腹部に接触しないように絶縁カラーを介してレール腹部に貫挿される。
【0021】
次に調整板26を図4を用いて説明する。調整板26は、平面視で軌道パッド22と略同形状の長方形である。その上面は中央付近の段部27を境にして前後に広がる平板部36(36A、36B)となっている。このため側面視で段付きの略平板状となっている。従って側面視は中央が厚い略山型となる。ここに2つの平板部36A、36Bの厚さは異なる。
【0022】
この調整板26は硬質の合成樹脂、例えばポリアミド樹脂板やポリイミド樹脂板(PA板)で作る。図4に示す実施態様では、調整板26はタイプレート14とほぼ同じ長さである。なお調整板26は、その平板部36A、36Bの厚さが異なる組合せのものを種々用意しておき、施工にあたって適切なものを選択して用いる。
【0023】
次に図7を用いて施工方法を説明する。長期使用によってレール12、12の磨滅が進む。図7の(A)で仮想線12aは新しい時のレール高さを示し、実線12bは磨滅が進んだレール高さを示す。
【0024】
磨滅が進んだ一方のレール12だけを新しいレール12Aに交換する場合は、まず継目板34を取外し、新しいレール12Aに入れ換える方の古いレール12を固定する全ての板ばね28を外し、この古いレール12を新しいレール12Aに置き換える。そのまま使用する古いレール12に対しては継目部24から適当範囲までの板ばね28を外す。この状態でこう上機(扛上機、図示せず)を用いて継目部24付近のレール12、12Aを持ち上げる(こう上する)。図7の(B)はこの状態を示す。
【0025】
このようにレール12、12Aを持ち上げると、枕木10Aの軌道パッド14Aとレール底部13との間に間隙38ができる。この間隙38に適切な厚さをもつ調整板26を側方から挿入する。この時平板部36A、36Bの厚さの差は、レール12、12Aのレール高さの差にほぼ一致するように調整板26を選定する。
【0026】
この調整板26を挿入する時には、レール12、12Aの高さも変化することになる。そこで古いレール12の軌道パッド22(特に継目部24から適当範囲までの軌道パッド)を厚いものに交換したり、新しいレール12Aの軌道パッド22を薄いものに交換するのがよい。また継目部24の軌道パッド22Aも調整板26の厚さを考慮して薄いものに交換しておくのがよい。
【0027】
なおレールの継目部24では、通常車両の通過時の衝撃により枕木10Aの沈み込み量(継目落ち量)が大きくなる。しかしこの継目部24に調整板26を挿入すると、この調整板26の厚み分が枕木10Aを追加的に強く押下することになり、車両通過時の枕木10Aの沈み込み量が少なくなる。このため車両通過時の衝撃が減り、振動と騒音の抑制効果が向上する。従ってこのような効果を大きくするためには、軌道パッド22Aは薄いものに交換しないこともあり得る。
【0028】
そしてこう上機でレール12、12Aをゆっくりと下降させ、こう上機を外す。するとレール12、12Aは、調整板26の平板部36A、36Bの厚さの差によってレール上面が平坦に連続することになる。図7の(C)はこの状況を示している。
【0029】
このようにレール12をこう上機から離した図7の(C)の状態で、レール12、12の上面が継目部24を挟んで滑らかに連続するように調整板26の各平板部36A、36Bの厚さを選定するのが望ましい。このように適切な調整板26を用い、図7の(C)のようにレール12を下げた状態で、板ばね28を取付け、枕木10、10Aのタイプレート14、14Aにレール12、12Aを固定すればよい。また継目板34を取付ければよい。
【0030】
また調整板26を挿入することによって枕木10Aの押下量を増やし、枕木10Aの継目落ちを減少させることができる。このため継目部24における衝撃を弱めて振動と騒音の低減が同時に図れることにもなる。
【0031】
図5は他の実施態様である調整板26Aを示す。この調整板26Aは、その前後縁の一方にタイプレート14Aより長さ方向に僅かに突出して下方に折曲する突部40を設けたものである。この突部40はタイプレート14Aの縁に係合して調整板26の移動を防ぐ。
【0032】
なおこの突部40は、調整板26の一方の縁にだけ設ける場合には、薄い平板部36A側の下縁に設けるのが望ましい。調整板26は新しいレール12Aの端面(間隙24に臨む端面)に段部27が係合するから、調整板26は新しいレール12A方向への移動がこの段部27により規制され、反対方向(古いレール12方向)への移動がこの突部40で規制されるからである。
【0033】
図6は他の実施態様である調整板26Bを示す。この調整板26Bは調整板26Bの前後両縁に突部40、40を設けたものである。これらの突部40、40はタイプレート14Aの前後両縁に係合する。従ってこの実施態様によれば調整板26Bの前後移動は一層確実に防止される。
【0034】
また調整板26、26A、26Bの平板部36A、36Bには、滑り止め加工を施してもよい。滑り止め加工としては、例えば表面に細かい網状の模様を形成したり、摩擦係数の大きい樹脂を塗布する。滑り止め加工は平板部36A、36Bに代えて底面(図示せず)に施してもよいし、一方の平板部36Aまたは36Bだけに施したり、両平板部36A、36Bおよび底面に施してもよい。
【0035】
【発明の効果】
請求項1〜の発明によれば、レール継目を挟んで一方のレールだけを新しいレールあるいは再使用可能なレールに交換する場合に、継目部の下に入れる調整板を厚さが異なる平板部が段部を挟んで前後に並んだ構成にしたから、継目部におけるレール上面に段差が生じるのを防ぐことができる。このため、継目部を車両が通過する際に発生する衝撃を弱め、振動と騒音を減少させて軌道の寿命を延ばすことができる。また古いレールはそのまま使用し続けることができるので、資源の有効利用が図れる。
【0036】
請求項の発明によれば、この継目部構造を用いた継目の高さ調整方法が得られる。
【図面の簡単な説明】
【図1】軌道レールの継目部付近の平面図
【図2】一方の継目部の拡大断面図
【図3】同じく分解斜視図
【図4】調整板の斜視図
【図5】調整板の他の実施態様を示す斜視図
【図6】調整板の他の実施態様を示す斜視図
【図7】施工方法の説明図
【符号の説明】
10、10A 枕木
12 (古い)軌道レール
12A (新しい)軌道レール(交換用軌道レール)
13 レール底部
14、14A タイプレート
22 軌道パッド
24 レール継目部
26、26A、26B 調整板
27 段部
36、36A、36B 平板部
40 突部
[0001]
[Industrial application fields]
This invention comprises a new track rail exchanged, when connecting the old rails used continuously at the seam portion, and the seam portion structure of the track rail to be used to prevent the can step on the rail upper surface, the seam portion structure And a height adjustment method used.
[0002]
[Prior art]
A track rail used for a railroad is placed on a tie plate fixed on a sleeper through a track pad, and is held on the tie plate by a leaf spring. Here, the track pad is usually made of hard rubber having elasticity, and absorbs an impact when the vehicle passes through the track rail, thereby suppressing noise generation.
[0003]
On the other hand, the upper surface of the track rail (the upper surface of the rail head) is gradually worn or damaged by long-term use. For this reason, the rail height (the dimension from the rail bottom surface to the rail top surface) decreases. Therefore, the track rail must be replaced with a new one when this amount of wear and damage reaches a certain level.
[0004]
In this case, if the rails are exchanged at once in a long range, the work becomes large and the cost becomes large. Therefore, it has been conventionally performed to replace only rails that are severely worn and damaged with new ones or reusable ones.
[0005]
[Problems to be solved by the invention]
When some of the rails are replaced with new ones or reusable ones, the rail heights of the old rails (the rails that are continuously used) do not normally match. In this case, a step is generated on the rail upper surface at the joint. When this level difference becomes large, a large impact is applied to the joint and the vehicle when passing through the vehicle, and the riding comfort of the vehicle is deteriorated. Noise is also increased.
[0006]
The present invention has been made in view of such circumstances, and in the case where only one rail is replaced with a new rail or a reusable rail across the joint, and the other is used in the joint portion when the old rail is continuously used. It is a first object of the present invention to provide a track rail joint structure that prevents the occurrence of a step on the upper surface of the rail, and that can improve riding comfort and suppress noise. A second object is to provide a seam height adjustment method using this seam structure .
[0007]
[Structure of the invention]
The first object according to the present invention is a seam section structure of the track rail to affix the tie align the height of the rail top surface before and after the seam to replace one of the track rail sandwiching the seam portion,
Side view substantially stepped plate shape that is approximately the same width as the bottom of the rail and has a substantially rectangular shape in plan view that is long in the longitudinal direction of the track rail, and the thickness of the flat plate portion extending in the longitudinal direction across the step portion provided near the center. A seam height adjusting plate that is formed under the seam part to align the rail height before and after the seam, a leaf spring that fixes the bottom of the rail to the tie plate across the seam gap, and both rails And a joint plate structure for connecting the track rail.
[0008]
This adjusting plate is preferably made of a hard synthetic resin such as polyamide or an electrically insulating material such as hard rubber. This is because if the spring constant is too small (soft), the total spring constant with the spring constant of the track pad changes when the track pad is used under the adjustment plate. Therefore, by using a thickness or material that does not change the spring constant of the track pad, this adjustment plate can use a track pad having a conventional hardness as it is.
[0009]
A step in the width direction is provided near the center of the upper surface of the adjustment plate, and two flat plate portions extending in the front and rear (longitudinal direction) sandwiching this step are prepared in various thickness combinations. Depending on the situation such as the difference in the rail height of the joint portion, the one having the optimum thickness combination is selected and used.
[0010]
The track rail not only expands and contracts due to temperature changes, but also moves forward and backward (referred to as advancing) by receiving a force in the forward or backward direction due to the reaction force of the driving force or braking force of the vehicle. For this reason, this adjusting plate laid on the bottom surface of the rail may move in the front-rear direction. In order to prevent this adjustment plate from moving back and forth, it is preferable that a protrusion is integrally formed on the lower surface in the longitudinal direction (front and rear direction), and this protrusion is engaged with the tie plate.
[0011]
When providing a protrusion, it is desirable that the protrusion is provided along at least one of the front and rear end edges of the adjustment plate and engaged with at least one of the front and rear end faces of the tie plate. When the track pad is not laid under the adjustment plate, it is only necessary to form protrusions or ridges that engage with each other on the lower surface of the adjustment plate and the upper surface of the tie plate, and a recess or groove.
[0012]
It is desirable that the upper surface of the adjustment plate is subjected to anti-slip processing with respect to the bottom surface of the track rail. In this processing, for example, a fine groove having a mesh pattern is formed.
[0013]
According to the present invention, a second object is a method for adjusting the height of a track rail joint using the track rail joint structure according to any one of claims 1 to 4, and a) sandwiching a track rail joint gap. One of the track rails to be replaced is released from the tie plate, while the other track rail to be continuously used is released from the tie plate within an appropriate range from the joint, and b) the one of the track rails to be replaced is replaced with another. replaced by use track rail, c) said inserting the seam height adjusting plate under the seam portion of the track rail align the rail height before and after the seam, d) fixing the track rail to the tie plate, e) This is achieved by a method for adjusting the height of the track rail joint, which comprises the steps a) to e ) described above, wherein the rails before and after the joint are joined by a joint plate .
[0014]
Embodiment
FIG. 1 is a plan view of the vicinity of the joint portion of the track rail, FIG. 2 is an enlarged sectional view of one joint portion, FIG. 3 is an exploded perspective view, and FIGS. 4 to 6 are perspective views showing different embodiments of the adjusting plate. FIG. 7 is an explanatory view of a construction method using this adjusting plate.
[0015]
1 and 2, reference numeral 10 is a sleeper (for example, a concrete sleeper), 12 is a pair of left and right track rails, and 14 is a tie plate. The sleepers 10 are installed on the road bed 18 (see FIG. 7) covered with a jar. The tie plate 14 is fixed to the sleepers 10 by anchor bolts 16 (FIG. 2).
[0016]
The tie plate 14 is provided with a pair of left and right guide walls 20, 20 (FIG. 3) protruding at a distance slightly wider than the width of the bottom 13 of the rail 12. A track pad 22 is laid between the guide walls 20, 20, and the rail bottom 13 is placed on the non-seamed portion.
[0017]
The sleepers 10A that hold the rail joints 24 are wider than the sleepers 10 of the other non-joints, and the tie plate 14A is also wider at the joints 24. When the adjusting plate 26 of the present invention is used, the adjusting plate 26 is sandwiched between the track pad 22 of the joint portion 24 and the rail bottom portion 13. This construction method will be described later.
[0018]
The rail bottom 13 is fixed to the tie plate 14 by a leaf spring 28 as shown in FIG. That is, the leaf spring 28 is bent in a substantially J shape as shown in FIG. 2, and both ends thereof are overlapped and fastened to the guide wall 20 of the tie plate 14. At this time, the curved portion of the leaf spring 28 bulging outward from the guide wall 20 contacts the upper surface of the tie plate 14, and the lower end of the leaf spring 28 gets over the guide wall 20 and pushes down the rail bottom 13. To do.
[0019]
The bolt 30 that fastens the leaf spring 28 to the tie plate 14 stands up with its head engaged with a notch 32 provided in the guide wall 20, penetrates the leaf spring 28, and is tightened with a nut at its tip. . The notch 32 provided in the guide wall 20 extends forward and backward and crosses the guide wall 20 in the width direction. The head of the bolt 30 is substantially trapezoidal so as to engage with the notch 32.
[0020]
As shown in FIG. 1, the leaf spring 28 that fixes the joint portion 24 presses the bottom portions 13 and 13 of the rails 12 and 12 before and after the gap of the joint. Further, at the joint portion 24, the rails 12 before and after the joint portion 24 are joined by joint plates 34 and 34. The joint plate 34 is made so that the cross section is along the abdomen of the rail 12, the upper surface of the bottom 13 and the lower surface of the head (referred to as the chin), and is bonded to the abdomen from both sides via an insulating material and further bolted. . That is, the abdomen is bolted so that the seam plates 34, 34 are sandwiched. The bolt is inserted into the rail abdomen via an insulating collar so as not to contact the abdomen.
[0021]
Next, the adjustment plate 26 will be described with reference to FIG. The adjustment plate 26 is a rectangle having substantially the same shape as the track pad 22 in plan view. The upper surface is a flat plate portion 36 (36A, 36B) that spreads forward and backward with a step portion 27 near the center as a boundary. For this reason, it has a stepped substantially flat plate shape in a side view. Therefore, when viewed from the side, the shape is a substantially mountain shape with a thick center. Here, the thickness of the two flat plate portions 36A and 36B is different.
[0022]
The adjusting plate 26 is made of a hard synthetic resin such as a polyamide resin plate or a polyimide resin plate (PA plate). In the embodiment shown in FIG. 4, the adjustment plate 26 is approximately the same length as the tie plate 14. Various adjustment plates 26 having different thicknesses of the flat plate portions 36A and 36B are prepared, and an appropriate plate is selected and used for construction.
[0023]
Next, the construction method will be described with reference to FIG. The rails 12 and 12 are worn out by long-term use. In FIG. 7A, the imaginary line 12a indicates the new rail height, and the solid line 12b indicates the rail height that has been worn out.
[0024]
When only one of the rails 12 that has been worn out is replaced with a new rail 12A, the joint plate 34 is first removed, and all the leaf springs 28 that fix the old rail 12 to be replaced with the new rail 12A are removed. 12 is replaced with a new rail 12A. For the old rail 12 to be used as it is, the leaf spring 28 is removed from the joint portion 24 to an appropriate range. In this state, the rails 12 and 12A in the vicinity of the joint portion 24 are lifted (raised) using a hoisting machine (a hoisting machine, not shown). FIG. 7B shows this state.
[0025]
When the rails 12 and 12A are lifted in this way, a gap 38 is formed between the track pad 14A of the sleeper 10A and the rail bottom 13. The adjusting plate 26 having an appropriate thickness is inserted into the gap 38 from the side. At this time, the adjusting plate 26 is selected so that the difference in thickness between the flat plate portions 36A and 36B substantially matches the difference in rail height between the rails 12 and 12A.
[0026]
When the adjustment plate 26 is inserted, the heights of the rails 12 and 12A also change. Therefore, it is preferable to replace the track pad 22 of the old rail 12 (particularly the track pad from the joint portion 24 to an appropriate range) with a thicker one, or replace the track pad 22 of the new rail 12A with a thinner one. Also it is preferable raceway pads 22 A seam section 24 keep replaced with thin in consideration of the thickness of the adjustment plate 26.
[0027]
Note that, at the rail joint portion 24, the amount of sleeper 10A sinking (joint drop amount) increases due to an impact during passage of a normal vehicle. However, if the adjustment plate 26 is inserted into the joint portion 24, the thickness of the adjustment plate 26 will additionally press the sleeper 10A strongly, and the amount of sinking of the sleeper 10A when passing through the vehicle is reduced. For this reason, the impact when passing through the vehicle is reduced, and the effect of suppressing vibration and noise is improved. Therefore in order to increase this effect can sometimes not replaced with the track pad 22 A thin.
[0028]
Then, the rails 12 and 12A are slowly lowered with the upper machine, and the upper machine is removed. Then, the rails 12 and 12 </ b> A have the rail upper surfaces continuously flat due to the difference in thickness between the flat plate portions 36 </ b> A and 36 </ b> B of the adjustment plate 26. FIG. 7C shows this situation.
[0029]
In the state of FIG. 7C where the rail 12 is separated from the upper machine in this way, each flat plate portion 36A of the adjustment plate 26 so that the upper surfaces of the rails 12 and 12 are smoothly continuous across the joint portion 24. It is desirable to select a thickness of 36B. Thus, using the appropriate adjustment plate 26, with the rail 12 lowered as shown in FIG. 7C, the leaf spring 28 is attached, and the rails 12, 12A are attached to the tie plates 14, 14A of the sleepers 10, 10A. Fix it. A seam plate 34 may be attached.
[0030]
Further, by inserting the adjustment plate 26, the amount of pressing of the sleeper 10A can be increased, and the joint drop of the sleeper 10A can be reduced. For this reason, the impact at the joint portion 24 is weakened, and vibration and noise can be reduced simultaneously.
[0031]
FIG. 5 shows an adjusting plate 26A which is another embodiment. This adjustment plate 26A is provided with a protrusion 40 that slightly protrudes in the length direction from the tie plate 14A and bends downward on one of the front and rear edges. The protrusion 40 engages with the edge of the tie plate 14A to prevent the adjustment plate 26 from moving.
[0032]
In addition, when providing this protrusion 40 only in one edge of the adjustment board 26, it is desirable to provide in the lower edge of the thin flat plate part 36A side. Since the adjustment plate 26 engages with the end surface (end surface facing the gap 24) of the new rail 12A, the step portion 27 is engaged with the adjustment plate 26 in the direction of the new rail 12A. This is because the movement in the direction of the rail 12 is restricted by the protrusion 40.
[0033]
FIG. 6 shows an adjustment plate 26B which is another embodiment. This adjustment plate 26B is provided with protrusions 40, 40 on both front and rear edges of the adjustment plate 26B. These protrusions 40 are engaged with both front and rear edges of the tie plate 14A. Therefore, according to this embodiment, the back and forth movement of the adjustment plate 26B is more reliably prevented.
[0034]
Further, the flat plate portions 36A, 36B of the adjustment plates 26, 26A, 26B may be subjected to anti-slip processing. As the anti-slip process, for example, a fine net-like pattern is formed on the surface, or a resin having a large friction coefficient is applied. The anti-slip process may be performed on the bottom surface (not shown) instead of the flat plate portions 36A and 36B, or may be performed only on one flat plate portion 36A or 36B, or on both flat plate portions 36A and 36B and the bottom surface. .
[0035]
【The invention's effect】
According to the first to fourth aspects of the present invention, when only one rail is replaced with a new rail or a reusable rail across the rail joint, the adjustment plate inserted under the joint is a flat plate portion having a different thickness. However, it is possible to prevent a step from being generated on the rail upper surface at the joint portion. For this reason, the impact generated when the vehicle passes through the joint portion can be weakened, and the life of the track can be extended by reducing vibration and noise. In addition, the old rail can be used as it is, so resources can be used effectively.
[0036]
According to invention of Claim 5 , the height adjustment method of the seam using this seam part structure is obtained.
[Brief description of the drawings]
FIG. 1 is a plan view of the vicinity of a joint of a track rail. FIG. 2 is an enlarged sectional view of one joint. FIG. 3 is an exploded perspective view. FIG. 4 is a perspective view of an adjustment plate. FIG. 6 is a perspective view showing another embodiment of the adjusting plate. FIG. 7 is an explanatory view of the construction method.
10, 10A sleepers 12 (old) track rail 12A (new) track rail (replacement track rail)
13 Rail bottom part 14, 14A Tie plate 22 Track pad 24 Rail joint part 26, 26A, 26B Adjustment plate 27 Step part 36, 36A, 36B Flat plate part 40 Projection part

Claims (5)

継目部を挟む一方の軌道レールを交換し継目の前後でレール上面の高さを揃えてタイプレートに固定する軌道レールの継目部構造であって、
レール底部と略同幅でかつ軌道レールの長手方向に長い平面視略長方形であり、中央付近に設けた段部を挟んで長手方向にのびる平板部の厚さが異なる側面視略段付き板状に形成され前記継目部の下に敷いて継目の前後でレール高さを揃える継目高さ調整板と、継目の空隙を跨いでその前後のレール底部をタイプレートに固定する板ばねと、両レールを結合する継目板と、を備えることを特徴とする軌道レールの継目部構造
A seam part structure of the track rail to affix the tie align the height of the rail top surface before and after the exchanging one track rail sandwiching the seam portion seam,
Side view substantially stepped plate shape that is approximately the same width as the bottom of the rail and has a substantially rectangular shape in plan view that is long in the longitudinal direction of the track rail, and the thickness of the flat plate portion extending in the longitudinal direction across the step portion provided near the center. A seam height adjusting plate that is formed under the seam part to align the rail height before and after the seam, a leaf spring that fixes the bottom of the rail to the tie plate across the seam gap, and both rails seam part structure of the track rail, characterized in that it comprises a seam plate that couples.
継目高さ調整板、硬質合成樹脂で作られている請求項1の軌道レールの継目部構造 The joint structure of the track rail according to claim 1, wherein the joint height adjusting plate is made of a hard synthetic resin. 継目高さ調整板の下面には、タイプレートに係合してその長手方向の移動を規制する突部が一体に形成されている請求項1の軌道レールの継目部構造 2. The track rail joint structure according to claim 1, wherein a protrusion that engages with the tie plate and restricts movement in the longitudinal direction is integrally formed on the lower surface of the joint height adjusting plate . 継目高さ調整板の上面には軌道レールの底面に対する滑り止め加工が施されている請求項1〜3のいずれかの軌道レールの継目部構造 The joint structure of the track rail according to any one of claims 1 to 3, wherein the top surface of the joint height adjusting plate is subjected to anti-slip processing with respect to the bottom surface of the track rail. 請求項1〜4のいずれかの軌道レールの継目部構造を用いた軌道レールの継目高さ調整方法であって、
a)軌道レールの継目間隙を挟む一方の交換対象となる軌道レールをタイプレートから解放する一方他方の継続使用する軌道レールを前記継目から適宜範囲でタイプレートから解放し、
b)前記一方の交換対象となる軌道レールを別の交換用軌道レールに置き換え、
c)前記軌道レールの継目部の下に前記継目高さ調整板を挿入して継目の前後でレール高さを揃え、
d)軌道レールをタイプレートに固定
e)継目部の前後のレールを継目板によって結合する、
以上の各工程a)〜)を有することを特徴とする軌道レールの継目高さ調整方法。
A method for adjusting the height of a track rail joint using the track rail joint structure according to claim 1,
a) Release one of the track rails to be exchanged across the joint gap of the track rail from the tie plate, and release the other track rail to be used continuously from the tie plate within the appropriate range from the joint,
b) replacing one of the track rails to be replaced with another track rail for replacement;
c) Insert the seam height adjusting plate under the seam portion of the track rail to align the rail height before and after the seam,
d) fixing the track rail to the tie plate,
e) The rails before and after the joint portion are joined by the joint plate.
A method for adjusting the joint height of the track rail, which includes the steps a) to e ) described above.
JP2003072269A 2003-03-17 2003-03-17 Track rail joint structure and joint height adjustment method Expired - Lifetime JP3955539B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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