JPH045082B2 - - Google Patents

Info

Publication number
JPH045082B2
JPH045082B2 JP18836885A JP18836885A JPH045082B2 JP H045082 B2 JPH045082 B2 JP H045082B2 JP 18836885 A JP18836885 A JP 18836885A JP 18836885 A JP18836885 A JP 18836885A JP H045082 B2 JPH045082 B2 JP H045082B2
Authority
JP
Japan
Prior art keywords
rail
spring
pressing spring
fixed anchor
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.)
Expired
Application number
JP18836885A
Other languages
Japanese (ja)
Other versions
JPS6250502A (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 JP18836885A priority Critical patent/JPS6250502A/en
Publication of JPS6250502A publication Critical patent/JPS6250502A/en
Publication of JPH045082B2 publication Critical patent/JPH045082B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Railway Tracks (AREA)
  • Paper (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は鉄枕木等のレール支承体に軌道パツド
とレール押えばねとを介してレールを締結する無
螺釘式のレール締結装置に係るものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a screwless rail fastening device for fastening a rail to a rail support such as an iron sleeper via a track pad and a rail pressing spring. be.

(従来の技術) 従来のこの種の無螺釘式レール締結装置は、枕
木等に固定された鉄製のアンカー金具やタイヤプ
レートを利用して、鋼製の線ばね、或いは板ばね
より構成されたレール押えばねを衝撃力、または
てこ力によつて装着するのが一般的である。
(Prior art) This type of conventional screwless rail fastening device utilizes iron anchor fittings and tire plates fixed to railroad ties, etc. to fasten rails made of steel wire springs or leaf springs. It is common to attach the pressing spring by impact force or lever force.

(発明が解決しようとする問題点) 前記したレール締結装置は、従来のボルトねじ
式のように応力の大きいレール押えばねの中央部
にレール締結用ボルトの挿入孔を穿設する必要が
ないこと、ボルトの締結管理が不要なこと等の有
利な面はあるが、反面信頼性の高い絶縁性能の確
保、各部材の公差、変形の影響を小さくするた
め、ばねの撓み代を多きくする必要がある。この
ためレール押えばねの形状が複雑且つ大形化する
傾向があり、また軌間の調節が困難で横ばね定数
がとり難い。更にレール押えばねの装着に特別な
器具が必要である等の問題点がある。
(Problems to be Solved by the Invention) The above-mentioned rail fastening device does not require the insertion hole for the rail fastening bolt to be drilled in the center of the rail pressing spring, which is subject to large stress, unlike the conventional bolt/screw type. , there are advantages such as not having to manage the tightening of bolts, but on the other hand, it is necessary to increase the deflection of the spring in order to ensure highly reliable insulation performance, tolerances of each member, and reduce the effects of deformation. There is. For this reason, the shape of the rail pressing spring tends to be complicated and large, and it is difficult to adjust the gauge, making it difficult to obtain a lateral spring constant. Furthermore, there are other problems such as the need for special equipment to attach the rail pressing springs.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提
案されたもので、鉄枕木等のレール支承体に軌道
パツドを介してレールを締結する弾性レール締結
装置において、前後両端部が薄肉の幅広部に形成
され、中央部が厚肉の幅狭部に形成されたガラス
繊維ロービング補強の強化プラスチツク製の変断
面形レール押えばねの中央部を、枕木におけるレ
ール側方に固定された門型形状の固定アンカーに
支承するとともに、前端部をレール底部の側上面
に弾圧し、後端部と枕木との間には起伏自在の締
付材を介装し、前記固定アンカーとレール底部側
縁との間には強化プラスチツク製の横押えばねを
介装してなることを特徴とするレール締結装置に
係るものである。
(Means for Solving the Problems) The present invention was proposed to solve these problems, and is an elastic rail fastening device for fastening a rail to a rail support such as an iron sleeper via a track pad. In this case, the central part of the deformed cross-section rail press spring made of reinforced plastic reinforced with glass fiber roving, in which both the front and rear ends are formed into thin, wide parts, and the center part is formed into a thick, narrow part, is used as a rail in a sleeper. It is supported by a gate-shaped fixed anchor fixed to the side, the front end is pressed against the upper side surface of the bottom of the rail, and a movable tightening member is interposed between the rear end and the sleeper. The present invention relates to a rail fastening device characterized in that a horizontal pressing spring made of reinforced plastic is interposed between the fixed anchor and the bottom side edge of the rail.

(作用) 本発明は前記したように構成されているので、
枕木に固定された固定アンカーにレール押えばね
をその前端部がレールの底部側上面に接するよう
に支承し、レール押えばね後端と枕木との間に介
装された締付材を起立し、レール押えばねの後端
部を持上げ、同ばねを前記固定アンカーの支承点
を中心として弾性的に撓曲せしめてその前端部で
レール底部側上面を弾性的に圧着するものであ
る。
(Function) Since the present invention is configured as described above,
A rail pressing spring is supported on a fixed anchor fixed to a sleeper so that its front end is in contact with the top surface of the bottom side of the rail, and a tightening material interposed between the rear end of the rail pressing spring and the sleeper is erected, The rear end of the rail pressing spring is lifted, the spring is elastically bent around the support point of the fixed anchor, and the front end of the spring is elastically pressed against the upper surface of the bottom side of the rail.

同時に前記固定アンカーとレール底部側縁との
間に押えばねを介装して、レール横力を弾性的に
支持せしめるものである。
At the same time, a pressing spring is interposed between the fixed anchor and the bottom side edge of the rail to elastically support the rail lateral force.

(発明の効果) 本発明においてはレール締結装置において使用
されるレール押えばねを、曲げ弾性係数が小さ
く、変断面形製品の成形が容易で、材料疲労強度
が高く、更に絶縁性を有するガラス繊維ロービン
グ補強の強化プラスチツクより構成することによ
つて従来の鋼製ばねの欠点を除去したものであ
る。
(Effects of the Invention) In the present invention, the rail pressing spring used in the rail fastening device is made of glass fibers that have a small bending elastic modulus, can be easily formed into products with modified cross-sections, have high material fatigue strength, and have insulation properties. By constructing the spring from reinforced plastic with roving reinforcement, the drawbacks of conventional steel springs are eliminated.

またレール押えばねの前後両端が薄肉で幅広く
形成され、中央部が厚肉で幅狭に形成されている
ので、ばね端部のばね定数が小さくなるととも
に、ばね中央部の応力が緩和され、更にばね中央
部の装着される前記固定アンカーの形状も比較的
小形になる。
In addition, both the front and rear ends of the rail pressing spring are thin and wide, and the center part is thick and narrow, so the spring constant at the spring ends is reduced, and the stress at the center of the spring is alleviated. The shape of the fixing anchor to which the central portion of the spring is attached also becomes relatively small.

更に前記レール押えばねの加圧点は従来のよう
に中央でなく、後端部となるため、撓み代は大き
く、各部材の公差の影響によるレール押え力のば
らつきが少なくなる。
Further, since the pressurizing point of the rail pressing spring is not at the center as in the conventional case but at the rear end, the bending margin is large and variations in the rail pressing force due to the influence of tolerances of each member are reduced.

更にまた本発明においては前記固定アンカーを
利用して、同アンカーとレール底部側縁との間に
強化プラスチツク製の横押えばねを介装し、レー
ル横力を支承するものであるが、同横押えばねが
強化プラスチツクより構成されていることによつ
て絶縁性能、横ばね特性が賦与されるものであ
る。
Furthermore, in the present invention, using the fixed anchor, a horizontal pressing spring made of reinforced plastic is interposed between the fixed anchor and the bottom side edge of the rail to support the rail lateral force. Since the pressing spring is made of reinforced plastic, insulation performance and lateral spring characteristics are imparted.

(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.

第1図及び第2図において、枕木1上に軌道パ
ツド2を介してレール3が設置されている。枕木
1には門型状の固定アンカー4が溶接または埋込
まれ、同アンカー4に前後両端部5a,6bが薄
肉幅広に形成され、中央部5cが厚肉幅狭に形成
されたガラス繊維ロービング補強のエポキシ樹
脂、ポリエステル樹脂、ビニルエステル樹脂等の
強化プラスチツク製の変断面形レール押えばね5
における前記中央部5cが支持され、同ばね5の
前端部5aがレール底側上面3aに、後端部5b
が枕木1に溶接または埋込固定された突起6に接
するようにレール押えばね5が装着される。
In FIGS. 1 and 2, a rail 3 is installed on a sleeper 1 via a track pad 2. A gate-shaped fixed anchor 4 is welded or embedded in the sleeper 1, and the anchor 4 is made of glass fiber roving, in which both front and rear ends 5a, 6b are thin and wide, and the center part 5c is thick and narrow. Reinforced epoxy resin, polyester resin, vinyl ester resin, etc., a variable cross-section rail press spring made of reinforced plastic 5
The central part 5c of the spring 5 is supported, the front end 5a of the spring 5 is supported on the rail bottom upper surface 3a, and the rear end 5b is
A rail pressing spring 5 is attached so that it contacts a protrusion 6 that is welded or embedded in the sleeper 1.

これと同時にレール接触面が大きな曲率の凸面
8aに形成され、反対側両側に凹曲面8bが形成
された強化プラスチツク製の横押えばね8をレー
ル3と固定アンカー4との間に介装し、前記各凹
曲面8bを固定アンカー4に設けた同面8bより
若干小径の凸面部4aで支承する。
At the same time, a horizontal pressing spring 8 made of reinforced plastic is interposed between the rail 3 and the fixed anchor 4, and the rail contact surface is formed as a convex surface 8a with a large curvature, and the concave curved surface 8b is formed on both sides of the opposite side. Each of the concave curved surfaces 8b is supported by a convex surface portion 4a provided on the fixed anchor 4 and having a slightly smaller diameter than the same surface 8b.

而して前記締結材7の端部に設けた溝部7aに
二又状のバール9の先端部9aを挿入し、締結材
7の長径が上下に位置するように回転して、レー
ル押えばね5の後端部5bを持上げて所定の締結
力を得るものである。
Then, the tip 9a of the forked crowbar 9 is inserted into the groove 7a provided at the end of the fastening material 7, and the fastening material 7 is rotated so that the long axis is positioned vertically, and the rail pressing spring 5 is rotated. A predetermined fastening force is obtained by lifting the rear end portion 5b.

第3図はレール押えばね5の一実施例を示すも
のである。
FIG. 3 shows an embodiment of the rail pressing spring 5.

レール押えばねの基本性能は、ばね定数、即ち
撓みが大きく、且つ発生応力が小さいことが望ま
しいが、両者は相反する事項で、ばね定数を小さ
くするためには断面を小さく、長尺にするとよい
が、応力が増加し、また応力緩和のために断面を
大きくするとばね定数が大きくなる。
The basic performance of a rail pressing spring is to have a large spring constant, that is, a large deflection, and a small generated stress, but these two are contradictory, and in order to reduce the spring constant, it is better to make the cross section smaller and longer. However, stress increases, and if the cross section is made larger to relieve stress, the spring constant becomes larger.

このため従来の等厚、等幅断面の鋼製の線ば
ね、板ばねではその調和を図るため、複雑な形
状、大形形状になり易く、また補強が必要とな
る。
For this reason, conventional steel wire springs and plate springs with equal thickness and equal width cross sections tend to have complicated or large shapes and require reinforcement in order to achieve this harmony.

図示のレール押えばね5は曲げ弾性係数の小さ
いこと、変断面形製品の成形が容易なこと、材料
疲労強度が高いこと、絶縁性を有している等の特
性を有するガラス繊維ロービング補強の強化プラ
スチツクより構成されることによつて、従来の鋼
製ばねの欠点を除去したものであり、前記したよ
うにレール押えばね5の前後両端部5a,5bを
薄肉幅広部に形成するとともに、中央部5cを厚
肉幅狭に形成することによつて、レール押えばね
5の先端のばね定数を小さくするとともに、中央
部の応力を緩和したものであり、また中央部5c
が幅狭に形成されたことによつて同部5cを支承
する固定アンカー4を比較的小形化しうるもので
ある。
The illustrated rail presser spring 5 is reinforced with glass fiber roving reinforcement, which has characteristics such as a small bending elastic modulus, easy molding into products with modified cross-sections, high material fatigue strength, and insulation properties. By being made of plastic, the drawbacks of conventional steel springs are eliminated.As mentioned above, both the front and rear ends 5a, 5b of the rail presser spring 5 are formed into thin and wide parts, and the central part is made of thin and wide parts. By forming the rail presser spring 5 with a thick wall and a narrow width, the spring constant at the tip of the rail presser spring 5 is reduced, and the stress in the center part is alleviated.
By forming the portion 5c narrowly, the fixed anchor 4 that supports the portion 5c can be made relatively compact.

更にレール押えばね5の加圧点がその後端部と
なるため、単純な形状でも小さなばね常数が得ら
れ、同一レール押え力を得るための撓み代は大き
く、レール締結装置の各部品の公差の影響による
レール押え力のばらつきが少なくなる。またレー
ル押えばね5の前端部5aと固定アンカー4よつ
て支持された中央部5cとの距離をl1、同中央部
5cと後端部5bとの距離をl2としたとき、l2
l1より大きくすることによつてレール押えばね後
端部5bのばね定数の一層の低下が図られる。ま
た同一レール押え力を得るためのばね後端部5b
の加圧力が小さくなるので、締結作業性能がよく
なる。
Furthermore, since the pressure point of the rail pressing spring 5 is at the rear end, a small spring constant can be obtained even with a simple shape, and the bending amount to obtain the same rail pressing force is large, and the tolerance of each part of the rail fastening device can be adjusted. Variations in rail holding force due to influence are reduced. Further, when the distance between the front end 5a of the rail pressing spring 5 and the central portion 5c supported by the fixed anchor 4 is l1 , and the distance between the central portion 5c and the rear end 5b is l2 , then l2 is
By making l larger than 1 , the spring constant of the rail pressing spring rear end portion 5b can be further reduced. Also, the spring rear end 5b is used to obtain the same rail holding force.
Since the pressing force is reduced, the fastening work performance is improved.

なおl2/l1は1.2〜1.5程度が望ましい。またばね
全長にわたつて厚さ×幅、すなわち断面積が一定
になるようにすれば連続成形が容易になる。
Note that l 2 /l 1 is preferably about 1.2 to 1.5. Continuous molding becomes easier if the thickness x width, that is, the cross-sectional area, is made constant over the entire length of the spring.

温度変化、列車走行等によるレール3の摺動及
び衝撃力に対するレール押えばね5の損耗に対し
ては、必要に応じて、レール押えばね5の前端部
5a及び中央部5cにおける他の鋼製部材との接
触面に、潤滑性のよいポリアミド、テフロン等の
合成樹脂よりなる保護層5dを接着する。なお軌
道条件によつては、逆に合成ゴム等の摩擦係数の
大きい緩衝材を接着することもある。
To prevent wear and tear of the rail pressing spring 5 due to sliding of the rail 3 and impact force due to temperature changes, train running, etc., other steel members at the front end 5a and central portion 5c of the rail pressing spring 5 may be installed as necessary. A protective layer 5d made of a synthetic resin such as polyamide or Teflon, which has good lubricity, is adhered to the contact surface. Depending on the track conditions, a cushioning material with a high coefficient of friction such as synthetic rubber may be attached.

第4図はレール押えばねの他の実施例を示し、
前端部5aにレール押え部と横圧受けを保持した
金具5′をレール押えばね5と一体に成型したも
ので、レール摺動部の保護、及び後述の横押えば
ねとを兼用した場合を示す。なおこの際、前記金
具5′と強化プラスチツク部との接合部を凹凸面
状等に形成して剪断抵抗を生起せしめ、前記両者
の一体化を図ることができる。
FIG. 4 shows another embodiment of the rail pressing spring,
A metal fitting 5' holding a rail holding part and a lateral pressure receiver is molded integrally with the rail pressing spring 5 on the front end 5a, and this shows the case where it is used both to protect the rail sliding part and as a lateral pressing spring to be described later. . At this time, the joint between the metal fitting 5' and the reinforced plastic part can be formed into an uneven surface shape to generate shear resistance, thereby making it possible to integrate the two.

第5図はレール締付材7の回動状態を示し、第
6図は同締付材7の回転用バール9を示し、第5
A図に示すように締付材7をその短径部が上下方
向に位置するように枕木1とレール押えばね5の
後端部5bとの間に介装し、締付材7の端部に設
けた係止部7aにバール9の先端部9aを係合
し、同バール9によつて第5B図及び第5C図に
示すように締付材7を回転してて長径を上下方向
に位置させることによつてレール押えばね5の後
端部を持上げ、所定のレール押え力を得る。
FIG. 5 shows the rotating state of the rail tightening material 7, and FIG. 6 shows the rotating crowbar 9 of the same tightening material 7.
As shown in FIG. The distal end 9a of the crowbar 9 is engaged with the locking part 7a provided in the locking part 7a, and the fastening member 7 is rotated by the crowbar 9 as shown in FIGS. 5B and 5C, so that the major axis is vertically moved. By positioning it, the rear end of the rail pressing spring 5 is lifted to obtain a predetermined rail pressing force.

締付材7の回転は回転トルクを利用するので作
業が容易である。なお前記突起6のレール側内側
面6aには傾斜を附し、枕木1における締付材7
接触面には凹部10を設け、締付材7の長径側端
部には僅かなフラツト部7bを設け、かくして締
付材7は逆転、転倒の惧れがなく、列車振動に対
しても安定した締付状態が保持される。
Since the rotation of the tightening member 7 uses rotational torque, the work is easy. Note that the inner surface 6a of the protrusion 6 on the rail side is sloped so that the fastening material 7 of the sleeper 1
A concave portion 10 is provided on the contact surface, and a slight flat portion 7b is provided at the long-diameter end of the fastening member 7, so that the fastening member 7 is free from reversal or overturning and is stable against train vibrations. The tightened state is maintained.

第7図は締付材の他の実施例を示し、締付材1
0は傾斜面10b,10c付きの座鈑より構成さ
れ、係止孔10eにバール9の端部を係合し、締
付材10を平面上で回転させてレール押えばね5
の後端部を持上げ、所要のレール押え力を得るも
のである。
FIG. 7 shows another embodiment of the tightening material.
0 consists of a seat plate with inclined surfaces 10b and 10c, and the end of the crowbar 9 is engaged with the locking hole 10e, and the tightening member 10 is rotated on a flat surface to release the rail pressing spring 5.
The rear end of the rail is lifted to obtain the required rail holding force.

第8図は列車横圧に対するレール横押えばね8
の装着状態を示す。
Figure 8 shows the rail lateral push spring 8 against train lateral pressure.
Shows how it is installed.

従来横圧機構としては固定アンカー4またはタ
イプレート肩部をレール底部側縁に直接接触させ
るが、両者の間に鋼製の横圧ブロツクを挿入する
のが一般的で、絶縁性能、横ばね機能が期待でき
ない等の問題点があつたが、図示の実施例では横
押えばね8のレール接触面を大きな曲率R1の凸
面8aに形成し、反対面の両側には曲率R2の凹
曲面8bを設け、固定アンカー4の両側に設けた
同面8bより若干小さい曲率R3の凸面部4aに
よつて前記凹曲面8bが支持され、更に横押えば
ね8の前記凹曲面8b間に挟まれた中央部8cと
固定アンカー4における前記両凸面部4a間の中
央部4bとの間には適宜の間隙αが設けられ、横
押えばね8の曲げ変形を許容し、常時横圧力を弾
性支持するとともに、著大横圧に対しては過大な
曲げ変形をを抑制し、全断面の圧縮強度によつて
対抗するものである。
Conventionally, in the lateral pressure mechanism, the fixed anchor 4 or the tie plate shoulder directly contacts the bottom side edge of the rail, but it is common to insert a steel lateral pressure block between the two, which improves insulation performance and lateral spring function. However, in the illustrated embodiment, the rail contact surface of the horizontal pressing spring 8 is formed into a convex surface 8a with a large curvature R1 , and concave curved surfaces 8b with a curvature R2 are formed on both sides of the opposite surface. The concave curved surface 8b is supported by convex surface portions 4a with a curvature R 3 slightly smaller than the same surface 8b provided on both sides of the fixed anchor 4, and the concave curved surface 8b is further sandwiched between the concave curved surfaces 8b of the horizontal pressing spring 8. An appropriate gap α is provided between the central portion 8c and the central portion 4b between the convex portions 4a of the fixed anchor 4, allowing bending deformation of the lateral pressing spring 8, elastically supporting lateral pressure at all times, and , it suppresses excessive bending deformation against significant lateral pressure and counteracts it by increasing the compressive strength of the entire cross section.

また横押えばね8の両側凹曲面8bが固定アン
カー4の凸面部4aに嵌合しているので、レール
移動、振動等によるレール方向への移動、飛び出
しが防止され、また上下方向はレール押えばね5
によつて抑止される。
In addition, since the concave curved surfaces 8b on both sides of the horizontal pressing spring 8 fit into the convex surface portions 4a of the fixed anchor 4, movement in the rail direction or popping out due to rail movement, vibration, etc. is prevented, and the rail pressing force in the vertical direction is prevented. 5
is inhibited by

なお横押えばね8のレール3と直角方向の厚さ
tに若干の着が設けられた複数の横押えばね8を
組合せて使用することによつて、軌間調整、或い
は異種のレールへの適用も可能となる。
By using a combination of a plurality of horizontal pressing springs 8 each having a slight thickness t in the direction perpendicular to the rail 3, gauge adjustment or application to different types of rails is also possible. It becomes possible.

以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものであつて、例え
ばレール押えばねを適当な形状にすれば、ねじボ
ルト式レール締結装置にも適用可能である。
Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to these embodiments, and can be modified in various ways without departing from the spirit of the invention. For example, if the rail pressing spring is made into an appropriate shape, it can also be applied to a screw-bolt type rail fastening device.

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

第1図は本発明に係るレール締結装置の一実施
例を示す縦断側面図、第2図はその平面図、第3
A図及び第3B図は夫々レール押えばねの平面図
並に側面図、第4A図及び第4B図は夫々レール
押えばねの他の実施例を示す平面図及び縦断側面
図、第5A図、第5B図並に第5C図は夫々締付
材によるレール押えばねの締付作業工程を示す縦
断側面図、第6図はバールを締付材に係止した状
態を示す平面図、第7A図、第7B図及び第7C
図は締付材の他の実施例による締付作業工程を示
し、第7A図は平面図、第7B図及び第7C図は
側面図、第8図は横押えばね装着部を示す平面図
である。 1……枕木、2……軌道パツド、3……レー
ル、4……固定アンカー、5……レール押えば
ね、7……締付材、8……横押えばね。
FIG. 1 is a longitudinal sectional side view showing one embodiment of the rail fastening device according to the present invention, FIG. 2 is a plan view thereof, and FIG.
Figures A and 3B are a plan view and a side view of the rail pressing spring, respectively, Figures 4A and 4B are a plan view and a vertical side view showing other embodiments of the rail pressing spring, and Figures 5A and 4B are respectively a plan view and a side view of the rail pressing spring. 5B and 5C are longitudinal cross-sectional side views showing the process of tightening the rail presser spring with the tightening material, FIG. 6 is a plan view showing the state in which the crowbar is locked to the tightening material, FIG. 7A, Figures 7B and 7C
The figures show the tightening work process using other embodiments of the tightening material, FIG. 7A is a plan view, FIGS. 7B and 7C are side views, and FIG. 8 is a plan view showing the horizontal pressing spring mounting part. be. 1...Sleeper, 2...Track pad, 3...Rail, 4...Fixed anchor, 5...Rail pusher, 7...Tightening material, 8...Horizontal pusher.

Claims (1)

【特許請求の範囲】 1 鉄枕木等のレール支承体に軌道パツドを介し
てレールを締結する弾性レール締結装置におい
て、前後両端部が薄肉の幅広部に形成され、中央
部が厚肉の幅狭部に形成されたガラス繊維ロービ
ング補強の強化プラスチツク製の変断面形レール
押えばねの中央部を、枕木におけるレール側方に
固定された門型形状の固定アンカーに支承すると
ともに、前端部をレール底部の側上面に弾圧し、
後端部と枕木との間には起伏自在の締付材を介装
し、前記固定アンカーとレール底部側縁との間に
は強化プラスチツク製の横押えばねを介装してな
ることを特徴とするレール締結装置。 2 前記横押えばねにおけるレール接触面は大き
な曲率を有する曲面に形成され、固定アンカー側
の両側には凹曲面が設けられ、同各凹曲面は前記
固定アンカーの両側に設けた前記凹曲面より若干
小さい曲率の凸面部で支承された特許請求の範囲
第1項に所載のレール締結装置。
[Scope of Claims] 1. In an elastic rail fastening device for fastening a rail to a rail support such as an iron sleeper via a track pad, both front and rear ends are formed into a thin, wide part, and the center part is formed into a thick, narrow part. The center part of the deformed cross-section rail press spring made of reinforced plastic reinforced with glass fiber roving formed in the section is supported by a gate-shaped fixed anchor fixed to the side of the rail in the sleeper, and the front end is supported by the bottom of the rail. Press down on the upper side of the
A movable tightening member is interposed between the rear end and the sleeper, and a horizontal pressing spring made of reinforced plastic is interposed between the fixed anchor and the side edge of the bottom of the rail. Rail fastening device. 2. The rail contact surface of the horizontal pressing spring is formed into a curved surface with a large curvature, and concave curved surfaces are provided on both sides of the fixed anchor, and each of the concave curved surfaces is slightly larger than the concave curved surfaces provided on both sides of the fixed anchor. A rail fastening device according to claim 1, which is supported by a convex portion with a small curvature.
JP18836885A 1985-08-29 1985-08-29 Rail clamping apparatus Granted JPS6250502A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18836885A JPS6250502A (en) 1985-08-29 1985-08-29 Rail clamping apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18836885A JPS6250502A (en) 1985-08-29 1985-08-29 Rail clamping apparatus

Publications (2)

Publication Number Publication Date
JPS6250502A JPS6250502A (en) 1987-03-05
JPH045082B2 true JPH045082B2 (en) 1992-01-30

Family

ID=16222388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18836885A Granted JPS6250502A (en) 1985-08-29 1985-08-29 Rail clamping apparatus

Country Status (1)

Country Link
JP (1) JPS6250502A (en)

Also Published As

Publication number Publication date
JPS6250502A (en) 1987-03-05

Similar Documents

Publication Publication Date Title
US4907740A (en) Device for attaching a rail to a bearing element
US4630804A (en) Leaf spring clamp for synthetic material leaf spring
US4066212A (en) Spring rail clip with tightening limiting feature
CN102498246B (en) Base plate for securing a rail on a solid foundation and securing of a rail
US9290888B2 (en) Rail-fastening system
CA2748290C (en) Elastic tensioning clamp and rail fixation therefore
JPS62132046A (en) Leaf-spring clamping device
KR102279940B1 (en) Rail attachment system for junction areas
WO2013060094A1 (en) Elastic fixing device for rail
US4379521A (en) Spring rail fastening system
US3688984A (en) Elastically yieldable insulating rail fastening device
JPH04502042A (en) rail tightening clip
JPH045082B2 (en)
US3515347A (en) Rail fastenings
US10704205B2 (en) Holddown assembly for railway rail
GB2070110A (en) Clamp for Fixing Railway Rails
JP3058594B2 (en) Rail fastening device with height adjustment function
US4978065A (en) Method and apparatus for attaching a rail using plastically deformable metal spikes and metal spikes per se
US4378910A (en) Elastically yieldable device for fixing a rail on a support
US4469278A (en) Rail fastening system for use with shoulder fitted concrete ties
US4728031A (en) Apparatus for fastening rails to railroad ties
US1172009A (en) Rail-joint.
US2168676A (en) Railroad track construction
CA1046034A (en) Rail supporting and fixing device
JPH08253902A (en) Resiliently rail-fastening device