JPS6120082Y2 - - Google Patents

Info

Publication number
JPS6120082Y2
JPS6120082Y2 JP1981113062U JP11306281U JPS6120082Y2 JP S6120082 Y2 JPS6120082 Y2 JP S6120082Y2 JP 1981113062 U JP1981113062 U JP 1981113062U JP 11306281 U JP11306281 U JP 11306281U JP S6120082 Y2 JPS6120082 Y2 JP S6120082Y2
Authority
JP
Japan
Prior art keywords
rail
spring nail
insertion hole
nail
spring
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
JP1981113062U
Other languages
Japanese (ja)
Other versions
JPS5821002U (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 JP11306281U priority Critical patent/JPS5821002U/en
Publication of JPS5821002U publication Critical patent/JPS5821002U/en
Application granted granted Critical
Publication of JPS6120082Y2 publication Critical patent/JPS6120082Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、ばね釘および楔材と、それらを挿入
するためコンクリ−トまくらぎに設けた挿入孔と
からなるレ−ル弾性締結装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a rail elastic fastening device comprising spring nails, wedge members, and insertion holes provided in a concrete sleeper for inserting the spring nails and wedge members.

レ−ルをコンクリ−トまくらぎに弾性締結する
装置として、ばね釘を楔材を用いてコンクリ−ト
まくらぎ中に設けた、長手方向がレ−ルの長手方
向の中心線に対して直角な挿入孔に挿入し、当該
ばね釘でレ−ルを締結する方式のものがあるが、
従来の方式では、ばね釘として挿入孔の長手方向
と同一方向に屈曲したものを用いているため、操
作中、応々にしてばね釘が挿入孔の中に落ち、取
り出しに時間がかゝつて迅速な施行のさまたげと
なつている。又レ−ルとコンクリ−トまくらぎと
が電気的に絶縁されていないので、側線、工場線
には使用できるとしても、信号用軌道電流との関
係から本線に使用することはできない。さらに
又、車輪からの横圧がレ−ルに加わつた場合、ば
ね釘で、これを弾性的に受けるようになつていな
いので、車輪の横圧力がそのまゝ1本のコンクリ
−トまくらぎに集中して加わる処から、コンクリ
−トまくらぎを大荷重に耐えるように設計しなけ
ればならない欠点がある。
As a device for elastically fastening the rail to the concrete sleeper, spring nails are installed in the concrete sleeper using wedge materials, and the longitudinal direction is perpendicular to the longitudinal center line of the rail. There is a method in which the rail is inserted into a spring nail and the rail is fastened with the spring nail.
In the conventional method, a spring nail bent in the same direction as the longitudinal direction of the insertion hole is used, so the spring nail sometimes falls into the insertion hole during operation, and it takes time to take it out. This is becoming an impediment to prompt enforcement. Furthermore, since the rails and the concrete sleepers are not electrically insulated, although it can be used for side lines and factory lines, it cannot be used for main lines due to the relationship with signal track currents. Furthermore, when lateral pressure from the wheels is applied to the rail, the spring nails are not designed to receive this elastically, so the lateral pressure from the wheels is directly applied to the single concrete sleeper. Concrete sleepers have the disadvantage of having to be designed to withstand large loads, as they are subjected to concentrated loads.

本考案は、従来のこの種、締結装置に存する上
述したような欠点を除去することを目的としてな
されたものである。
The present invention has been made with the aim of eliminating the above-mentioned drawbacks of conventional fastening devices of this type.

本考案を第1図および第2図に示した実施例に
従つて説明する。
The present invention will be described with reference to the embodiment shown in FIGS.

第1図および第2図において、1はレ−ル、2
はコンクリ−トまくらぎ、3はコンクリ−トまく
らぎ内に設けられた挿入孔で、当該挿入孔3には
後述するばね釘5および楔材6が挿入される。挿
入孔3は、その長手方向がレ−ル1の長手方向中
心線に対して直角をなすように形成され、その巾
はばね釘5および楔材6の巾より幾分広い。挿入
孔3のレ−ル側の面はほぼ垂直に下つて、その下
部はレ−ル方向に傾斜した凹部傾斜面31となつ
ている。レ−ル側の面に対向する背面32は後述
する楔材6の背面と適合するような内方傾斜面に
形成されている。4はレ−ル1とコンクリ−トま
くらぎ2との間に敷かれる軌道パツト、5はばね
釘である。ばね釘5は弾性のある棒鋼からなり、
その上部51は挿入孔3の長手方向に対し、左右
にほぼ直角に屈曲させてある。当該屈曲部51の
長さは挿入孔3の巾より大に設定してある。ばね
釘5の上部51の先端部および軸部上部54は電
気的絶縁材7を介してレ−ル1の底部上面および
底部側面に接し、その中央部52は楔材6方向に
微量屈曲して楔材6に接し、下部53はレ−ル方
向に上方屈曲して凹部傾斜面31に接している。
In Figures 1 and 2, 1 is a rail, 2 is a rail, and 2 is a rail.
3 is a concrete sleeper, and 3 is an insertion hole provided in the concrete sleeper. A spring nail 5 and a wedge member 6, which will be described later, are inserted into the insertion hole 3. The insertion hole 3 is formed so that its longitudinal direction is perpendicular to the longitudinal centerline of the rail 1, and its width is somewhat wider than the widths of the spring nail 5 and the wedge material 6. The rail-side surface of the insertion hole 3 descends almost vertically, and the lower part thereof forms a recessed inclined surface 31 inclined toward the rail. The back surface 32 facing the rail side surface is formed into an inwardly inclined surface that is compatible with the back surface of a wedge member 6, which will be described later. 4 is a track part laid between the rail 1 and the concrete sleeper 2, and 5 is a spring nail. The spring nail 5 is made of elastic steel bar,
The upper part 51 is bent at right angles to the left and right with respect to the longitudinal direction of the insertion hole 3. The length of the bent portion 51 is set to be larger than the width of the insertion hole 3. The tip of the upper part 51 and the upper shaft part 54 of the spring nail 5 are in contact with the bottom upper surface and the bottom side surface of the rail 1 via the electrical insulating material 7, and the center part 52 is slightly bent in the direction of the wedge member 6. In contact with the wedge member 6, the lower portion 53 is bent upward in the rail direction and in contact with the recessed inclined surface 31.

電気的絶縁材7は断面〓形状で、その表面にば
ね釘5の上部屈曲部51を定置できるような広さ
に設定してある。楔材6は鋼製でその巾Wはばね
釘5の巾と同一である。楔材6の前面62はほぼ
垂直をなし、その背面は楔の角度を持つた傾斜面
に形成され、挿入孔3の背面32と適合してい
る。楔材6の上部背面には切欠き61が形成さ
れ、楔材6の引抜きが容易にできるようにしてあ
る。
The electrical insulating material 7 has a cross-sectional shape, and is set wide enough to allow the upper bent portion 51 of the spring nail 5 to be placed on its surface. The wedge member 6 is made of steel, and its width W is the same as the width of the spring nail 5. The front surface 62 of the wedge member 6 is substantially vertical, and the back surface thereof is formed into an inclined surface with a wedge angle, and is compatible with the back surface 32 of the insertion hole 3. A notch 61 is formed in the upper rear surface of the wedge material 6, so that the wedge material 6 can be easily pulled out.

本考案にかゝるレ−ル弾性締結装置を用いてレ
−ル1をコンクリ−トまくらぎ2に締結するに
は、予め挿入孔3を形成したコンクリ−トまくら
ぎ2を敷設し、挿入孔3と3との中間に位置する
コンクリ−トまくらぎ部分の上面に軌道パツト4
を設置し、その上にレ−ル1を乗せる。しかる
後、挿入孔3に隣接するレ−ル底部上面およびレ
−ル底部側面に亘つて電気的絶縁材7を設置す
る。ばね釘5を挿入孔3の中に入れ、上部51が
電気的絶縁材7の上面に、軸部の上部54が側面
に密着し、かつ下部53の先端が凹部傾斜面31
に接するように配置する。このような状態で楔材
6をばね釘5と挿入孔3の背面32との間に、楔
材6の背面が挿入孔3の背面32に接する形で挿
入し、楔材6の前面にばね釘5の中央部52が接
するようにする。ハンマ−等を用いて楔材6の頭
部を下方に軽くたゝき込むと、楔材6は、ばね材
5の屈曲した中央部52を押しながら下方に進入
する。その際、楔材6とばね釘5との間に生ずる
摩擦力によつてばね釘5を下方へ引き下げる力が
働き、ばね釘5は、その上部51、中央部52お
よび下部53の各部分がそれぞれ弾性変形しなが
ら、少しづつ下方およびレ−ル方向に押し下げら
れ、その結果レ−ル1は弾性締結される。
In order to fasten the rail 1 to the concrete sleeper 2 using the rail elastic fastening device according to the present invention, the concrete sleeper 2 with insertion holes 3 formed in advance is laid, and the rail 1 is inserted into the concrete sleeper 2. A track part 4 is installed on the upper surface of the concrete sleeper part located between holes 3 and 3.
and place rail 1 on top of it. Thereafter, an electrical insulating material 7 is installed over the upper surface of the rail bottom adjacent to the insertion hole 3 and the side surface of the rail bottom. The spring nail 5 is inserted into the insertion hole 3, and the upper part 51 is in close contact with the upper surface of the electrical insulating material 7, the upper part 54 of the shaft part is in close contact with the side surface, and the tip of the lower part 53 is in contact with the concave inclined surface 31.
Place it so that it is in contact with. In this state, the wedge material 6 is inserted between the spring nail 5 and the back surface 32 of the insertion hole 3, with the back surface of the wedge material 6 in contact with the back surface 32 of the insertion hole 3, and the spring is inserted into the front surface of the wedge material 6. The center portions 52 of the nails 5 should be in contact with each other. When the head of the wedge member 6 is lightly pushed downward using a hammer or the like, the wedge member 6 advances downward while pushing the bent central portion 52 of the spring member 5. At this time, the force that pulls down the spring nail 5 is exerted by the frictional force generated between the wedge material 6 and the spring nail 5, and the spring nail 5 has its upper part 51, center part 52, and lower part 53. While being elastically deformed, they are pushed down little by little in the direction of the rail, and as a result, the rail 1 is elastically fastened.

楔材6の楔角度は十分小さい角度に設定されて
いるので、打ち込まれた楔材6は浮き上ることな
く、レ−ル1をばね釘5をもつて、上下左右から
弾性締結することができるとともに、ばね釘5の
下部53は挿入孔3の下部の凹み31の中に入り
込んでいるので、楔材6を引き抜かない限り、ば
ね釘5が弛緩する恐れもない。
Since the wedge angle of the wedge material 6 is set to a sufficiently small angle, the driven wedge material 6 does not lift up, and the rail 1 can be elastically fastened from the top, bottom, left and right using the spring nails 5. At the same time, since the lower part 53 of the spring nail 5 is inserted into the recess 31 at the lower part of the insertion hole 3, there is no fear that the spring nail 5 will loosen unless the wedge material 6 is pulled out.

列車の車輪が左右動をしてレ−ル1に横方向の
力が加わつた場合、レ−ル1はばね釘5の上部5
4を横方向に押すが、ばね釘5の上部54はある
程度弾性変形をして水平に移動することが可能な
ように余ゆうを設けてあるので、レ−ル1に加る
横方向の力は1本のまくらぎに集中することな
く、その近傍の数本のまくらぎで分担されるの
で、1本のまくらぎに集中する従来方式と比し、
かなり細いまくらぎで、それに耐えることがで
き、経済的に有利である。
When the wheels of the train move left and right and a lateral force is applied to the rail 1, the rail 1 is moved by the upper part 5 of the spring nail 5.
4 is pushed in the lateral direction, but the upper part 54 of the spring nail 5 is provided with a certain amount of elastic deformation to allow for horizontal movement, so the lateral force applied to the rail 1 is reduced. The energy is not concentrated on one sleeper, but is shared among several sleepers in the vicinity, so compared to the conventional method where the energy is concentrated on one sleeper,
It is a fairly thin sleeper that can withstand it and is economically advantageous.

本考案においてはレ−ル1とばね釘5との間に
は電気的絶縁材7が、又レ−ル1とコンクリ−ト
まくらぎ2との間には軌道パツト4が設けられて
いるので、レ−ル1とコンクリ−トまくらぎ2は
電気的に絶縁されており、従つて左右2本のレ−
ルは電気的に絶縁されている。従つて、本考案は
列車制御用情報を軌道電流を介して得る一般の鉄
道に用いても、信頼性のある列車制御用情報の受
授が保証され、有効に使用することができる。
In the present invention, an electrical insulating material 7 is provided between the rail 1 and the spring nail 5, and a track pad 4 is provided between the rail 1 and the concrete sleeper 2. , the rail 1 and the concrete sleeper 2 are electrically insulated, so the two rails on the left and right
The cables are electrically isolated. Therefore, even if the present invention is applied to a general railway where train control information is obtained through track current, reliable reception and reception of train control information is guaranteed, and the invention can be effectively used.

レ−ル1とコンクリ−トまくらぎ2との締結を
解くには楔材6の切欠き61を利用して楔材6を
引き抜いた後、ばね釘5を抜けば良い。
To release the fastening between the rail 1 and the concrete sleeper 2, the wedge member 6 is pulled out using the notch 61 of the wedge member 6, and then the spring nail 5 is pulled out.

本考案にかゝるばね釘5の上部51は挿入孔3
に対して直角方向に屈曲しており、その屈曲長さ
は挿入孔3の巾より十分大であるので、ばね釘5
が操作中に変位しても、当該屈曲部が挿入孔3の
上に引掛つて、ばね釘5が挿入孔3内に落ちるこ
とはなく、施工が確実に実施できる。
The upper part 51 of the spring nail 5 according to the present invention is inserted into the insertion hole 3.
The spring nail 5
Even if the spring nail 5 is displaced during operation, the bent portion will not catch on the insertion hole 3 and the spring nail 5 will not fall into the insertion hole 3, so that construction can be carried out reliably.

以上から明らかなごとく、本考案にかゝるレ−
ル弾性締結装置は従来とかく問題の多いねじやコ
ンクリ−トへの埋め込み部分は一切、使用せず、
すべての構成部品に互換性がある上に、全体の構
造は簡易で、従つて製作費も安価ですみ、しかも
レ−ルを確実に、上下左右からコンクリ−トまく
らぎに弾性的に締結することができ、取り付け、
取り外し操作も簡単であつて各種線路に広く利用
することができる。
As is clear from the above, the rate according to the present invention is
The elastic fastening device does not use any screws or parts embedded in concrete, which are problematic in the past.
All components are compatible, the overall structure is simple, and the manufacturing cost is low.Moreover, the rails can be reliably and elastically fastened to the concrete sleepers from the top, bottom, left and right. can be installed,
It is easy to remove and can be widely used on various railway lines.

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

第1図は本考案の実施例を示す平面図、第2図
は第1図のA−A線断面図である。 2……コンクリ−トまくらぎ、3……挿入孔、
31……挿入孔の下部に位置する凹部傾斜面、5
……ばね釘、51……ばね釘の上部、52……ば
ね釘の軸部、53……ばね釘の下部、54……ば
ね釘の軸部上部、6……楔材、7……電気的絶縁
材。
FIG. 1 is a plan view showing an embodiment of the present invention, and FIG. 2 is a sectional view taken along the line A--A in FIG. 1. 2... Concrete sleeper, 3... Insertion hole,
31... Slanted surface of the recess located at the lower part of the insertion hole, 5
...Spring nail, 51... Upper part of the spring nail, 52... Shaft of the spring nail, 53... Lower part of the spring nail, 54... Upper part of the shaft of the spring nail, 6... Wedge material, 7... Electricity insulation material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリ−トまくらぎのレ−ル載置部の左右側
に設けられる、長手方向がレ−ルの長手方向に対
し、直角な挿入孔と、これらの挿入孔のレ−ル方
向に挿入されるばね釘およびばね釘よりレ−ル外
方へ挿入される楔材とを有するレ−ル締結装置に
おいて、ばね釘の上部は挿入孔の長手方向に対
し、左右方向にほぼ直角に屈曲させ、当該屈曲部
の長さは挿入孔の巾より大であるように設定さ
れ、ばね釘の上記上部先端部の端面および軸部上
部の内側の所定部位は電気的絶縁材を介してレ−
ル底部上面およびレール底部側面に接し、軸部は
楔材方向に微量屈曲して楔材に接し、下部はレ−
ル方向に上方屈曲して挿入孔の下部に位置する凹
部傾斜面に接するように構成し、楔材の打ち込み
によつて、ばね釘に弾性変形を生ぜしめてレ−ル
を弾性締結せしめるとともに、ばね釘の弾性変形
によつてレ−ルに横方向の弾性をもたせるように
したレ−ル弾性締結装置。
Insertion holes provided on the left and right sides of the rail placement part of the concrete sleeper, the longitudinal direction of which is perpendicular to the longitudinal direction of the rail, and springs inserted into these insertion holes in the direction of the rail. In a rail fastening device that includes a nail and a wedge member that is inserted outward from the spring nail, the upper part of the spring nail is bent approximately at right angles in the left-right direction with respect to the longitudinal direction of the insertion hole. The length of the spring nail is set to be larger than the width of the insertion hole, and the end face of the upper tip of the spring nail and a predetermined inner part of the upper part of the shaft are connected to the wire through an electrically insulating material.
The shaft part is slightly bent in the direction of the wedge material and touches the wedge material, and the lower part is in contact with the rail bottom surface and the rail bottom side surface.
The spring nail is bent upward in the rail direction so as to be in contact with the inclined surface of the recess located at the lower part of the insertion hole, and by driving the wedge material, the spring nail is elastically deformed to elastically fasten the rail, and the spring nail is bent upward in the direction of the insertion hole. A rail elastic fastening device that provides lateral elasticity to the rail through elastic deformation of nails.
JP11306281U 1981-07-31 1981-07-31 Rail elastic fastening device Granted JPS5821002U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11306281U JPS5821002U (en) 1981-07-31 1981-07-31 Rail elastic fastening device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11306281U JPS5821002U (en) 1981-07-31 1981-07-31 Rail elastic fastening device

Publications (2)

Publication Number Publication Date
JPS5821002U JPS5821002U (en) 1983-02-09
JPS6120082Y2 true JPS6120082Y2 (en) 1986-06-17

Family

ID=29907372

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11306281U Granted JPS5821002U (en) 1981-07-31 1981-07-31 Rail elastic fastening device

Country Status (1)

Country Link
JP (1) JPS5821002U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6155039A (en) * 1984-08-27 1986-03-19 Fuji Xerox Co Ltd Paper feeding device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52155706A (en) * 1976-06-18 1977-12-24 P S Concrete Rail clamping device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52155706A (en) * 1976-06-18 1977-12-24 P S Concrete Rail clamping device

Also Published As

Publication number Publication date
JPS5821002U (en) 1983-02-09

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