JPS6120084Y2 - - Google Patents

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Publication number
JPS6120084Y2
JPS6120084Y2 JP14186281U JP14186281U JPS6120084Y2 JP S6120084 Y2 JPS6120084 Y2 JP S6120084Y2 JP 14186281 U JP14186281 U JP 14186281U JP 14186281 U JP14186281 U JP 14186281U JP S6120084 Y2 JPS6120084 Y2 JP S6120084Y2
Authority
JP
Japan
Prior art keywords
plate
rubber
tie pad
elastic plate
rail
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
Application number
JP14186281U
Other languages
Japanese (ja)
Other versions
JPS5845701U (en
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 filed Critical
Priority to JP14186281U priority Critical patent/JPS5845701U/en
Publication of JPS5845701U publication Critical patent/JPS5845701U/en
Application granted granted Critical
Publication of JPS6120084Y2 publication Critical patent/JPS6120084Y2/ja
Granted legal-status Critical Current

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  • Railway Tracks (AREA)

Description

【考案の詳細な説明】 本考案は、鉄道レールの基面とコンクリート枕
木間に介在せしめ、走行する車輛側より与えられ
る加振振動を枕木間に緩衝せしめて伝達するため
に使用するゴム板(通称タイパツド、以下タイパ
ツドと称する)の改良に係る。
[Detailed description of the invention] This invention is a rubber plate (interposed between the base of a railway rail and concrete sleepers) used to buffer and transmit vibrations applied from a running vehicle between the sleepers. This invention relates to the improvement of the Thai Pad (commonly known as the Thai Pad).

タイパツドの最も単純な形状は第1図、第2図
に示す如きであつて、両面側共フラツトな角型形
状をしたゴム材料にて製した弾性体プレートであ
る。
The simplest shape of the tie pad is as shown in FIGS. 1 and 2, and is an elastic plate made of a rubber material and having a flat rectangular shape on both sides.

このものは、両面側共フラツトであるからバネ
常数が高くなり、従つてバネ常数を下げ緩衝効果
を向上せしめるには必然的に使用するゴム材料の
硬さを極度に下げ(Hs40゜程度まで)、軟らかい
ものを使用する必要があつた。
This product has a high spring constant because both sides are flat, so in order to lower the spring constant and improve the cushioning effect, it is necessary to extremely reduce the hardness of the rubber material used (up to about 40 degrees Hs). , it was necessary to use a soft material.

しかしながら、ゴム材料の硬さを極度に軟らか
くすると、タイパツドのへたり現象と共に走行車
輛通過時の垂直荷重及び横圧による小返りの繰返
し荷重によつてもタイパツド表面が早期に摩損を
起し、両面側共フラツトなタイパツドは鉄道レー
ルの緩衝用としては実用に供し得ず、このため、
ゴム材料を硬くしながらバネ常数を下げるべく第
3図、第4図に示す如く、両側面に多数の、例え
ば直線状の細条溝1を設けたものが考案され、こ
のことによりタイパツドは鉄道レールの緩衝用と
して実用に供し得ることとなつた。
However, if the hardness of the rubber material is made extremely soft, the tie pad surface will wear out prematurely due to not only the tie pad's sagging phenomenon, but also the vertical load and repeated small-return loads due to lateral pressure when passing vehicles. Tie pads that are flat on both sides cannot be used as a buffer for railway rails, and for this reason,
In order to make the rubber material harder and lower the spring constant, a rubber material with many linear grooves 1 on both sides was devised, as shown in Figures 3 and 4. It became possible to put it into practical use as a buffer for rails.

このものは、鉄道レールが直線箇所での使用の
場合には特に問題とならないが、次に述べる箇所
での使用ではその耐久性が大きな問題となる。
This does not pose a particular problem when the railway rail is used in a straight location, but its durability becomes a major problem when used in the locations described below.

即ち、第5図は鉄道レール2とコンクリート枕
木3間にタイパツド4を装置した図であり、5は
レールクリツプである。
That is, FIG. 5 shows a tie pad 4 installed between a railway rail 2 and a concrete sleeper 3, and 5 is a rail clip.

しかして、前記の如き取付構成であるから、鉄
道レールがカーブしている箇所では、レールが走
行する車輛より著しく大きな横圧を受け、第6図
に示す如き、極端な小返り現象を呈することとな
り、この大きな小返り現象が繰返される結果、レ
ール2の基面角部イのタイパツド4の縁部位置へ
の喰い込み(第5図参照)及びレールの横方向へ
の移動によるタイパツド4の縁部位置の擦りによ
るタイパツド4を早期に破損或は摩損せしめるこ
ととなる。
However, because of the above-mentioned mounting configuration, in places where the railway rail is curved, the rail is subjected to significantly greater lateral pressure from the traveling vehicle, resulting in an extremely small deflection phenomenon as shown in Figure 6. As a result of this large bending phenomenon being repeated, the base corner A of the rail 2 bites into the edge position of the tie pad 4 (see Figure 5) and the edge of the tie pad 4 due to the lateral movement of the rail. The tie pad 4 will be damaged or worn out at an early stage due to the rubbing of the parts.

この解決手段として、第7図、第8図に示す如
く、従来より実用化されているタイパツド本体1
0の相対抗する両縁部下面に切欠部11を設ける
一方、この切欠部11を埋める舌状部12と該舌
状部12に連らなり断面面〓形状のゴム硬さ
Hs90゜以上のゴム補強部材13をタイパツド本
体10の相対抗する両縁部に接着して設けてなる
ものが提案された。
As a means of solving this problem, as shown in FIGS. 7 and 8, a tie pad main body 1 has been put into practical use.
A notch 11 is provided on the lower surface of both opposing edges of 0, and a tongue-like part 12 that fills this notch 11 and a rubber hardness having a cross-sectional surface
It has been proposed that rubber reinforcing members 13 of Hs 90° or more are bonded to both opposing edges of the tie pad main body 10.

第8図に於て、点線は鉄道レール2の基面箇所
を示し、その基面箇所イは勿論補強部材13上に
ある如く製作する。
In FIG. 8, the dotted line indicates the base part of the railway rail 2, and the base part A is of course manufactured so as to be on the reinforcing member 13.

前記の如き構成のタイパツドは、両縁部に設け
たゴム補強部材13が小返り現象に対して、強く
抵抗し、小返り現象自体を減少せしめる効果は奏
するものの、苛酷な使用条件によつては、タイパ
ツドに加わるくり返し荷重によるゴム補強部材1
3箇所の摩損は避けられず、又タイパツド本体1
0とゴム補強部材13との接着箇所の強度を維持
せしめるためには、その品質管理上高度な手間の
かかる加工を要し、コスト的にも高価なものとな
つている。
In the tie pad configured as described above, the rubber reinforcing members 13 provided on both edges strongly resist the small bending phenomenon and are effective in reducing the small bending phenomenon itself, but under severe usage conditions. , Rubber reinforcing member 1 due to repeated loads applied to the tie pad
Wear and tear in three places is unavoidable, and the tie pad body 1
In order to maintain the strength of the bonded area between the rubber reinforcing member 13 and the rubber reinforcing member 13, a highly labor-intensive process is required for quality control, and the cost is also high.

本考案は以上の点に鑑みなされたものであつ
て、その要旨とする所は、角型形状をしたゴム材
料にて製した弾性体プレート片面側の相対抗する
両縁部表面位置に、金属、ナイロン樹脂等の高強
度材料にて製した長方形状の薄肉プレートを小幅
で、且つ全長に亘り張着したことにある。
The present invention was developed in view of the above points, and its gist is that a metal , a thin rectangular plate made of high-strength material such as nylon resin is attached over the entire length with a small width.

次にこれを図面に従い詳細に説明する。 Next, this will be explained in detail according to the drawings.

第9図第10図は本考案に係るタイパツドを示
し、20は弾性体プレートであり、全体として角
型形状をしており、ゴム硬さHs60°〜80°のゴ
ム材料にて製してある。21は細条溝であつて、
バネ常数を下げ、緩衝効率を奏さしめるべく、弾
性体プレート20の両面側に喰い違い状態にて穿
設し設けてある。22は長方形状の1〜2m/m
厚の薄肉プレートであつて、例えば、鉄等の金
属、或はナイロン樹脂等剛性の高い材料にて製し
てあり、角型形状をした弾性体プレート20の片
面側(レール基面が接する側)で、相対抗する両
縁部表面位置に、小幅(ω=10m/m〜30m/
m)で、且つ全長に亘り、接着剤、又は加硫同時
接着等の手段にて張着せしめてある。尚、点線に
て鉄道レール2の載置された状態を示す。
9 and 10 show the tie pad according to the present invention, 20 is an elastic plate, which has a rectangular shape as a whole and is made of a rubber material with a rubber hardness of Hs 60° to 80°. . 21 is a strip groove;
In order to lower the spring constant and improve buffering efficiency, the holes are provided on both sides of the elastic plate 20 in a staggered manner. 22 is rectangular 1-2m/m
It is a thin plate made of a highly rigid material such as metal such as iron or nylon resin, and has a rectangular shape on one side of the elastic plate 20 (the side in contact with the rail base surface). ), and a small width (ω=10m/m~30m/
m), and is attached over the entire length using an adhesive or adhesive at the same time as vulcanization. Note that the dotted line indicates the state in which the railway rail 2 is placed.

又、第10図では、薄肉プレート22の頂面ロ
の位置を弾性プレート20の頂面ハ位置と面一と
してあるが、第11図に示す如く、その頂面ロを
弾性プレート20の頂面ハより下位とし、段差を
設ける如くしてもよい。
In addition, in FIG. 10, the top surface B of the thin plate 22 is flush with the top surface C of the elastic plate 20, but as shown in FIG. It may be placed lower than C, and a step may be provided.

更に、第10図、第11図では薄肉プレート2
2の内側面ニと弾性体プレート20との間は隙間
なく密着せしめてあるが、第12図に示す如く、
長方形状をした薄肉プレート22の内側面ニ位置
にプレート22の長方向に沿い、弾性体プレート
20面に細条溝23を設けてもよい。
Furthermore, in FIGS. 10 and 11, the thin plate 2
Although the inner surface 2 of 2 and the elastic plate 20 are in close contact with each other without any gap, as shown in FIG.
A thin groove 23 may be provided on the elastic plate 20 at a position on the inner surface of the rectangular thin plate 22 along the longitudinal direction of the plate 22.

第13図、第14図は本考案に係るタイパツド
の別の例を示し、相対抗する両縁部長手方向中央
箇所に切欠部24を設けたものであり、該切欠部
をコンクリート枕木に植設せる突起物(第15
図、25にて示す)に嵌め込み、タイパツドを移
動を防止する機能を呈するものであるが、これ又
切欠部24箇所を含み、弾性体プレート20の片
面側の相対抗する両縁部表面位置に高強度材料に
て製した長方形状の薄肉プレート22が前記した
と同様張着せしめる。
Figures 13 and 14 show another example of the tie pad according to the present invention, in which a notch 24 is provided at the center in the longitudinal direction of both opposing edges, and the notch is planted in a concrete sleeper. protrusion (15th)
The tie pad has a function of preventing movement of the tie pad (shown in FIG. A thin rectangular plate 22 made of a high-strength material is attached in the same manner as described above.

前記の如き構成とせる本考案タイパツドは、タ
イパツドの相対抗する両縁部表面位置に小幅にて
剛性の高い材料にて製した薄肉プレート22が張
着してあり、鉄道レール2はその基面がこれを跨
ぐ如く設置するから、本タイパツドがカーブ箇所
に設置されても良好に小返り現象を防止すること
が可能であると共に、この時薄肉プレート22と
弾性プレート20との関係は、弾性プレート20
を全幅に亘り一体に形成し、薄肉プレート22は
これの表面縁部に載置し、張着したものであるか
ら、構造的に第7図、第8図に示した如き接着箇
所を有した場合に発生する問題がなく、更にこの
薄肉プレート22が金属、ナイロン樹脂材料等の
剛性の高い材料にて製してあることによつてレー
ルの匍匐運動、更に横圧による小返りによつても
容易に摩損せず、十分に耐久性を有し実用に供し
得る。
The tie pad of the present invention constructed as described above has thin plates 22 made of a highly rigid material with a narrow width attached to the surface positions of both opposing edges of the tie pad, and the railway rail 2 is attached to the base surface of the plate. Since the tie pad is installed so as to straddle this, it is possible to effectively prevent the phenomenon of small bending even when the tie pad is installed at a curved part, and at this time, the relationship between the thin plate 22 and the elastic plate 20 is similar to that of the elastic plate. 20
is integrally formed over the entire width, and the thin plate 22 is placed on the edge of the surface and attached, so that the structure has adhesive points as shown in FIGS. 7 and 8. Furthermore, since the thin plate 22 is made of a highly rigid material such as metal or nylon resin material, it can withstand the creeping movement of the rail and even small warping due to lateral pressure. It does not wear out easily and is sufficiently durable for practical use.

一方、本考案の別の例として、第13図乃至第
15図に於て、タイパツドの移動を防止する為の
切欠部24を、相対抗する両縁部長手方向中央箇
所に設けたものを示したが、この場合には移動防
止作用時薄肉プレート22が弾性プレート20の
引き裂けを良好に防止する効果も奏する。
On the other hand, as another example of the present invention, FIGS. 13 to 15 show a case in which a notch 24 for preventing movement of the tie pad is provided at the longitudinal center of both opposing edges. However, in this case, the thin plate 22 also effectively prevents the elastic plate 20 from being torn when the movement is prevented.

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

第1図乃至第10図は従来例を説明する図であ
つて、第1図は平面図、第2図は第1図−箇
所切断面図、第3図は平面図、第4図は第3図
−箇所切断面図、第5図はタイパツドの取付状
態を説明する断面図、第6図はレールの小返り状
態を説明する断面図、第7図は平面図、第8図は
第7図−箇所切断面図、第9図乃至第15図
は本考案を説明する図であつて、第9図は平面
図、第10図は、第9図−箇所切断面図、第
11図、第12図は断面図、第13図は平面図で
あり、第14図は第13図−箇所切断面図、
第15図は前記タイパツドの取付状態を説明する
平面図である。 1……細条溝、2……レール、3……コンクリ
ート枕木、4……タイパツド、イ……レール2の
基面角部、10……タイパツド本体、11……切
欠部、12……舌状部、13……ゴム補強材、2
0……弾性体プレート、21……細条溝、22…
…薄肉プレート、23……細条溝、24……切欠
部、25……突起物、ロ……薄肉プレートの22
の頂面、ハ……弾性プレート20の頂面、ニ……
薄肉プレート22の内側面。
1 to 10 are diagrams for explaining the conventional example, in which FIG. 1 is a plan view, FIG. 2 is a cross-sectional view of a portion of FIG. Figure 3 - Sectional cross-sectional view, Figure 5 is a cross-sectional view explaining the attachment state of the tie pad, Figure 6 is a cross-sectional view explaining the bent state of the rail, Figure 7 is a plan view, and Figure 8 is a cross-sectional view explaining the mounting condition of the tie pad. 9 to 15 are diagrams for explaining the present invention, in which FIG. 9 is a plan view, FIG. 10 is a partial sectional view, and FIG. FIG. 12 is a sectional view, FIG. 13 is a plan view, and FIG. 14 is a sectional view of FIG.
FIG. 15 is a plan view illustrating the attachment state of the tie pad. DESCRIPTION OF SYMBOLS 1... Slit groove, 2... Rail, 3... Concrete sleeper, 4... Tie pad, A... Base corner of rail 2, 10... Tie pad body, 11... Notch, 12... Tongue shaped part, 13... rubber reinforcing material, 2
0... Elastic body plate, 21... Thread groove, 22...
... Thin plate, 23... Slit groove, 24... Notch, 25... Protrusion, B... Thin plate 22
The top surface of the elastic plate 20, the top surface of the elastic plate 20, and the top surface of the elastic plate 20.
The inner surface of the thin plate 22.

Claims (1)

【実用新案登録請求の範囲】 1 角型形状をしたゴム材料にて製した弾性体プ
レート片面側の相対抗する両縁部表面位置に、
金属、ナイロン樹脂等の剛性の高い材料にて製
した長方形状の薄肉プレートを小幅で、且つ全
長に亘り張着し、鉄道レール緩衝用に供するこ
とを目的としたゴム板。 2 実用新案登録請求の範囲第1項記載のゴム板
に於て、張着した長方形状の薄肉プレート内側
面位置に、プレート長手方向に沿い、弾性体プ
レートに細条溝を穿設してなることを特徴とす
るゴム板。
[Claims for Utility Model Registration] 1. At the surface positions of both opposing edges of one side of an elastic plate made of a square-shaped rubber material,
A rubber plate that is made of a highly rigid material such as metal or nylon resin, and is made of thin rectangular plates that are adhered to each other over a small width and entire length, and is intended to be used as a shock absorber for railway rails. 2. In the rubber plate described in claim 1 of the utility model registration claim, strip grooves are formed in the elastic plate along the longitudinal direction of the plate at the inner surface of the adhered rectangular thin plate. A rubber plate characterized by:
JP14186281U 1981-09-24 1981-09-24 rubber plate Granted JPS5845701U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14186281U JPS5845701U (en) 1981-09-24 1981-09-24 rubber plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14186281U JPS5845701U (en) 1981-09-24 1981-09-24 rubber plate

Publications (2)

Publication Number Publication Date
JPS5845701U JPS5845701U (en) 1983-03-28
JPS6120084Y2 true JPS6120084Y2 (en) 1986-06-17

Family

ID=29934924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14186281U Granted JPS5845701U (en) 1981-09-24 1981-09-24 rubber plate

Country Status (1)

Country Link
JP (1) JPS5845701U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6018101U (en) * 1983-07-13 1985-02-07 東海ゴム工業株式会社 Rubber mats for slabs or ballast used in track structures

Also Published As

Publication number Publication date
JPS5845701U (en) 1983-03-28

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