JPH041802B2 - - Google Patents

Info

Publication number
JPH041802B2
JPH041802B2 JP18080384A JP18080384A JPH041802B2 JP H041802 B2 JPH041802 B2 JP H041802B2 JP 18080384 A JP18080384 A JP 18080384A JP 18080384 A JP18080384 A JP 18080384A JP H041802 B2 JPH041802 B2 JP H041802B2
Authority
JP
Japan
Prior art keywords
sleeper
elastomer
fitted
rail
vibration
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
JP18080384A
Other languages
Japanese (ja)
Other versions
JPS6160901A (en
Inventor
Yutaka Sato
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.)
NIPPON SENRO GIJUTSU KONSARUTANTO KK
Original Assignee
NIPPON SENRO GIJUTSU KONSARUTANTO KK
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 NIPPON SENRO GIJUTSU KONSARUTANTO KK filed Critical NIPPON SENRO GIJUTSU KONSARUTANTO KK
Priority to JP18080384A priority Critical patent/JPS6160901A/en
Publication of JPS6160901A publication Critical patent/JPS6160901A/en
Publication of JPH041802B2 publication Critical patent/JPH041802B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は鉄道軌道に使用される防振枕木に係る
ものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to vibration-proof sleepers used on railway tracks.

(従来の技術) 従来この種の防振枕木として、例えば特公昭44
−14161号公報に示されたように、道床に配設さ
れた凹所に挿入されるコンクリート枕木の底面及
び軌条長手方向端面並に軌条直角方向側面と軌道
凹所との間にエラストマー鞘体を介装させること
によつて防振性を賦与した枕木が提案されてい
る。
(Prior art) Conventionally, as this type of anti-vibration sleeper, for example,
- As shown in Publication No. 14161, an elastomer sheath is installed between the bottom surface of the concrete sleeper inserted into the recess arranged in the track bed, the end surface in the longitudinal direction of the rail, the side surface in the right angle direction of the rail, and the recess in the track. Sleepers have been proposed that are provided with vibration-proof properties through interposition.

(発明が解決しようとする問題点) 前記従来の防振枕木においては、エラストマー
の鉛直方向の変形を大きくして防振効果を高めよ
うとすると、水平方向、特に軌条直角方向の変形
が過大となつて支障を生じる欠点がある。
(Problems to be Solved by the Invention) In the conventional anti-vibration sleepers described above, when attempting to increase the anti-vibration effect by increasing the vertical deformation of the elastomer, the deformation in the horizontal direction, particularly in the direction perpendicular to the rail, becomes excessive. There are drawbacks that can cause problems over time.

このような欠点を除去するため、枕木底面のエ
ラストマーを高弾性とし、側面及び端面のエラス
トマーを低弾性とすることも提案されているが、
枕木側面及び端面のエラストマーが枕木面が道床
凹部の周面と密着して変形するときは、エラスト
マーの剪断抵抗によつて鉛直変形を阻害するの
で、エラストマーは道床凹部の周面で滑動し、枕
木側面及び端面のエラストマーは摩滅し、また飛
出し易い欠点がある。
In order to eliminate these drawbacks, it has been proposed to make the elastomer on the bottom of the sleeper highly elastic and the elastomer on the side and end surfaces to have low elasticity.
When the elastomer on the side and end surfaces of the sleeper deforms as the sleeper surface comes into close contact with the circumferential surface of the track bed recess, vertical deformation is inhibited by the shear resistance of the elastomer, so the elastomer slides on the circumferential surface of the track bed recess, causing the sleeper to deform. The elastomer on the side and end faces wears out and has the disadvantage of being easily ejected.

(問題点を解決するための手段) 本発明はこのような欠点を除去するために提案
されたものであつて、コンクリート枕木の軌条長
手方向両端面及び軌条直角方向側面に亘つて設け
られた凹条溝に、エラストマーをその一部が枕木
面より突出するように嵌着し、同エラストマーの
突出部を包覆するように、前記枕木の両端面及び
側面並に底面に亘つてケースを嵌装してなること
を特徴とする防振枕木に係るものである。
(Means for Solving the Problems) The present invention has been proposed in order to eliminate such drawbacks, and is aimed at recesses provided across both end surfaces in the longitudinal direction of the rail and the side surfaces in the perpendicular direction of the rail of concrete sleepers. An elastomer is fitted into the groove so that a part of the elastomer protrudes from the surface of the sleeper, and a case is fitted over both ends, sides, and bottom of the sleeper so as to cover the protruding portion of the elastomer. This invention relates to a vibration-proof sleeper characterized by:

(作用) 本発明においては前記したようにコンクリート
枕木の軌条長手方向両端面及び軌条直角方向側面
に亘つて設けられた凹条溝にエラストマーをその
一部が枕木面より突出するように嵌着し、同エラ
ストマーの突出部を包覆するように前記枕木の両
端面及び側面並に底面にケースを嵌装して防振枕
木を構成し、同枕木を軌道に設けた取付用凹部に
挿入して同凹部に前記ケースを碇着するものであ
つて、前記枕木の凹条溝に一部突出するように嵌
着されたエラストマーには鉛直方向に剪断変形
が、水平方向には圧縮変形が生起する。
(Function) As described above, in the present invention, an elastomer is fitted into grooves provided across both end faces in the longitudinal direction of the concrete sleeper rail and the side faces in the perpendicular direction to the rail so that a part of the elastomer protrudes from the surface of the sleeper. , a case is fitted to both end faces, side surfaces, and the bottom of the sleeper so as to cover the protrusion of the elastomer to form a vibration-proof sleeper, and the sleeper is inserted into a mounting recess provided in the track. The case is anchored in the concave portion, and the elastomer fitted in the sleeper so as to partially protrude into the concave groove undergoes shearing deformation in the vertical direction and compressive deformation in the horizontal direction. .

而して一般にエラストマーの剪断方向の力に対
する変位は、同じ大さの圧縮方向の力に対する変
形の数倍に達するので、鉛直方向には高弾性を、
また水平方向には低弾性を発揮することとなる。
Generally speaking, the displacement of an elastomer in response to a force in the shear direction is several times as large as the deformation in response to a force in the compressive direction of the same magnitude.
It also exhibits low elasticity in the horizontal direction.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

1はコンクリート枕木で、その軌条長手方向両
端面及び軌条直角方向側面に亘つて凹条溝2が設
けられ、同凹条溝2にエラストマー3が一部枕木
面より突出するように嵌着されている。
Reference numeral 1 denotes a concrete sleeper, and grooves 2 are provided across both end surfaces in the longitudinal direction of the rail and the side surfaces in the direction perpendicular to the rail, and an elastomer 3 is fitted into the groove 2 so as to partially protrude from the surface of the sleeper. There is.

なお前記エラストマー3はゴム3aの両側端面
に鋼板等のベース3bを一体に重層して構成され
ている。
The elastomer 3 is constructed by integrally layering a base 3b such as a steel plate on both end surfaces of a rubber 3a.

4は金属または合成樹脂より構成されたケース
で、その前記枕木1の凹条溝2に対応する位置に
は凹曲溝5が設けられている。
A case 4 is made of metal or synthetic resin, and a concave groove 5 is provided at a position corresponding to the concave groove 2 of the sleeper 1.

而して前記枕木1の下部より、その底面及び軌
条長手方向端面並に軌条直角方向側面を覆うよう
にケース4を嵌装し、同ケース4の凹曲溝5に前
記エラストマー3の枕木面突出部を嵌合して防振
枕木Aを構成する。
Then, a case 4 is fitted from the lower part of the sleeper 1 so as to cover the bottom surface, the end surface in the longitudinal direction of the rail, and the side surface in the direction perpendicular to the rail, and the elastomer 3 protrudes from the sleeper surface into the concave groove 5 of the case 4. The anti-vibration sleeper A is constructed by fitting the parts together.

而して同防振枕木Aを軌道Bの凹部に挿入する
とともに、前記ケース4を軌道Bに碇着する。図
中Cは軌条である。
Then, the anti-vibration sleeper A is inserted into the recess of the track B, and the case 4 is anchored to the track B. C in the figure is a rail.

なおこの際、ケース4はエラストマー3によつ
て隔離されているので、エラストマー3が電気絶
縁材であれば電気的に絶縁される。
At this time, since the case 4 is isolated by the elastomer 3, if the elastomer 3 is an electrically insulating material, it will be electrically insulated.

図示の実施例は前記したように構成されている
ので、コンクリート枕木1の凹条溝2に、一部枕
木面より突出するように嵌着されたエラストマー
3は鉛直方向には剪断変形を、また水平方向には
圧縮変形をする。
Since the illustrated embodiment is constructed as described above, the elastomer 3 fitted into the grooves 2 of the concrete sleeper 1 so as to partially protrude from the sleeper surface will not undergo shear deformation in the vertical direction. Compressive deformation occurs in the horizontal direction.

而して一般にエラストマー3は剪断方向の力に
対する変形は、同じ大きさの圧縮方向の力に対す
る変形の数倍あるので、鉛直方向には高弾性を、
また水平方向には低弾性をもたせることができ
る。
Generally, the deformation of the elastomer 3 in response to a force in the shear direction is several times greater than the deformation in response to a force in the compressive direction of the same magnitude, so it has high elasticity in the vertical direction.
Furthermore, it can have low elasticity in the horizontal direction.

なお純粋剪断変形を生起する場合、第8図に示
すようにエラストマー3における合成ゴム3aと
ベース3bとの間に引張力が働いて耐久性が劣る
ので、第9図に示すように、エラストマーベース
3bが鉛直ではなく、鉛直線と角度をなすように
エラストマー3を枕木1の凹条溝2に嵌着し、枕
木が鉛直変位をするとき、エラストマー3が剪断
変形と同時に圧縮変形をするようにして、耐久性
を向上するものである。
Note that when pure shear deformation occurs, as shown in FIG. 8, a tensile force acts between the synthetic rubber 3a and the base 3b in the elastomer 3, resulting in poor durability. The elastomer 3 is fitted into the concave groove 2 of the sleeper 1 so that 3b is not vertical but at an angle with the vertical line, so that when the sleeper is vertically displaced, the elastomer 3 undergoes compression deformation at the same time as shear deformation. This improves durability.

なお前記エラストマーベース3bの鉛直線とな
す角度を選択することによつて、鉛直弾性と水平
弾性とをより適切に決めることができる。
Note that by selecting the angle between the elastomer base 3b and the vertical line, vertical elasticity and horizontal elasticity can be determined more appropriately.

(発明の効果) 本発明に係る防振枕木においては前記したよう
に、コンクリート枕木の軌条長手方向両端面及び
軌条直角方向側面に亘つて設けられた凹条溝に、
エラストマーをその一部が枕木面より突出するよ
うに嵌着し、同エラストマーの突出部を包覆する
ように前記枕木の両端面及び側面並に底面にケー
スを嵌装したので、エラストマーには鉛直方向に
剪断変形が、水平方向には圧縮変形が生起し、こ
の結果、既述のように鉛直方向には高弾性が、ま
た水平方向には低弾性が発揮されるものであり、
またエラストマーは枕木の凹条溝に嵌着されてい
るので、枕木側面及び端面からの飛出しが防止さ
れる。
(Effects of the Invention) As described above, in the anti-vibration sleeper according to the present invention, the concave grooves provided across both longitudinal end surfaces of the concrete sleeper and the side surfaces in the right angle direction of the rail,
The elastomer was fitted so that a part of it protruded from the surface of the sleeper, and cases were fitted to both end faces, sides, and bottom of the sleeper so as to cover the protruding part of the elastomer, so that the elastomer was vertically Shearing deformation occurs in the direction and compressive deformation occurs in the horizontal direction, resulting in high elasticity in the vertical direction and low elasticity in the horizontal direction, as mentioned above.
Furthermore, since the elastomer is fitted into the grooves of the sleeper, it is prevented from coming out from the side and end surfaces of the sleeper.

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

第1図は本発明に係る防振枕木の使用状態を示
す縦断面図、第2図はその側面図、第3図はその
平面図、第4図はコンクリート枕木の部分斜視
図、第5図は同枕木にエラストマーを嵌着した状
態を示す部分斜視図、第6図は更にケースを嵌装
した状態を示す縦断面図、第7図はケースの斜面
図、第8図及び第9図は本発明の枕木のエラスト
マーに純粋剪断変形の生起した場合の作用説明図
である。 1……コンクリート枕木、2……凹条溝、3…
…エラストマー、4……ケース、5……凹曲溝。
Fig. 1 is a longitudinal cross-sectional view showing how the anti-vibration sleeper according to the present invention is used, Fig. 2 is a side view thereof, Fig. 3 is a plan view thereof, Fig. 4 is a partial perspective view of the concrete sleeper, and Fig. 5 is a partial perspective view showing the state in which the elastomer is fitted to the sleeper, Fig. 6 is a longitudinal sectional view showing the state in which the case is further fitted, Fig. 7 is a slope view of the case, and Figs. 8 and 9 are FIG. 3 is an explanatory diagram of the effect when pure shear deformation occurs in the elastomer of the sleeper of the present invention. 1... Concrete sleepers, 2... Concave grooves, 3...
...Elastomer, 4...Case, 5...Concave groove.

Claims (1)

【特許請求の範囲】 1 コンクリート枕木の軌条長手方向両端面及び
軌条直角方向側面に亘つて設けられた凹条溝に、
エラストマーをその一部が枕木面より突出するよ
うに嵌着し、同エラストマーの突出部を包覆する
ように、前記枕木の両端面及び側面並に底面に亘
つてケースを嵌装してなることを特徴とする防振
枕木。 2 前記エラストマーの上下面が鉛直線に対して
斜交するようにコンクリート枕木における前記凹
条溝に嵌着されたことを特徴とする特許請求の範
囲第1項に所載の防振枕木。
[Scope of Claims] 1. Concave grooves provided across both end surfaces in the longitudinal direction of the rail of concrete sleepers and side surfaces in the direction perpendicular to the rail,
An elastomer is fitted so that a part of the elastomer protrudes from the surface of the sleeper, and a case is fitted over both ends, sides, and bottom of the sleeper so as to cover the protruding portion of the elastomer. Anti-vibration sleepers featuring: 2. The anti-vibration sleeper according to claim 1, wherein the elastomer is fitted into the groove in the concrete sleeper such that the upper and lower surfaces thereof are oblique to a vertical line.
JP18080384A 1984-08-31 1984-08-31 Vibration-proof crosstie Granted JPS6160901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18080384A JPS6160901A (en) 1984-08-31 1984-08-31 Vibration-proof crosstie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18080384A JPS6160901A (en) 1984-08-31 1984-08-31 Vibration-proof crosstie

Publications (2)

Publication Number Publication Date
JPS6160901A JPS6160901A (en) 1986-03-28
JPH041802B2 true JPH041802B2 (en) 1992-01-14

Family

ID=16089614

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18080384A Granted JPS6160901A (en) 1984-08-31 1984-08-31 Vibration-proof crosstie

Country Status (1)

Country Link
JP (1) JPS6160901A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5400582B2 (en) * 2009-11-19 2014-01-29 公益財団法人鉄道総合技術研究所 Elastic sleeper and mounting method of elastic material for sleepers

Also Published As

Publication number Publication date
JPS6160901A (en) 1986-03-28

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