JPH1037101A - Ladder type sleeper - Google Patents

Ladder type sleeper

Info

Publication number
JPH1037101A
JPH1037101A JP19485496A JP19485496A JPH1037101A JP H1037101 A JPH1037101 A JP H1037101A JP 19485496 A JP19485496 A JP 19485496A JP 19485496 A JP19485496 A JP 19485496A JP H1037101 A JPH1037101 A JP H1037101A
Authority
JP
Japan
Prior art keywords
beams
horizontal
right vertical
vertical beams
ladder
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.)
Pending
Application number
JP19485496A
Other languages
Japanese (ja)
Inventor
Hajime Wakui
一 涌井
Hiromi Inoue
寛美 井上
Tomoyoshi Nakajo
友義 中條
Hiroaki Higashiyama
博明 東山
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 KOGEN CONCRETE KK
Railway Technical Research Institute
Original Assignee
NIPPON KOGEN CONCRETE KK
Railway Technical Research Institute
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 KOGEN CONCRETE KK, Railway Technical Research Institute filed Critical NIPPON KOGEN CONCRETE KK
Priority to JP19485496A priority Critical patent/JPH1037101A/en
Publication of JPH1037101A publication Critical patent/JPH1037101A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a sleeper in which a gauge between right and left longitudinal beams can be freely adjusted and it can be easily formed, and the manufacturing method. SOLUTION: This ladder type sleeper is constituted of two right and left longitudinal beams 1, 1 continued in parallel along a track bed, and a plurality of cross beams 3 installed between the right and left longitudinal beams 1, 1 and connecting together the two right and left longitudinal beams 1, 1, and the cross beams 3 are respectively projectingly provided on the inside parts of the right and left longitudinal beams 1, 1 and connected to each other. Joint flanges 5 are respectively projectingly provided on the end parts of the cross beams 3, and the joint flanges 5, 5 are connected to each other with a plurality of joining bolts 6.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、道床の上にその
連続方向に平行に延びる2本の縦ばりと、この縦ばり間
に設置してあり、かつ前記2本の縦ばりどうしを接合す
る複数本の横ばりとからなるラダー型マクラギに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to two vertical beams extending in parallel to a continuous direction on a roadbed, installed between the vertical beams, and joining the two vertical beams. It relates to a ladder type sleeper consisting of a plurality of sideways.

【0002】[0002]

【従来の技術】これまでのまくら木軌道は、複数本の横
まくら木が道床の上にレールを間欠的に支持するように
独立に設置して構成されている。この種のまくら木軌道
において、各まくら木が不動で、かつ均一にレールを支
える状態にあれば、特に問題はないが、実際には輪重の
作用により経年的に沈下したり、横圧の作用により滑動
するなどして軌道狂いを発生させ、このためにまくら木
ががたついたり、本来レールを支えるべきなのにレール
にぶら下がってしまうなどの課題があり、メンテナンス
の省力化を図る上で限界があった。
2. Description of the Related Art A conventional sleeper track is constructed by independently installing a plurality of horizontal sleepers such that rails are intermittently supported on a track bed. In this kind of pillow track, there is no particular problem if each pillow is immovable and uniformly supports the rails, but it actually sinks down over time due to the action of the wheel load, or due to the action of lateral pressure. There were problems such as sliding, etc., causing track deviations, which caused the sleepers to rattle and hanging on the rails, which should originally support the rails. .

【0003】そこで、最近では、道床の上に平行に延
び、2本の左右レールをそれぞれ支える2本の左右縦ば
りと、この左右縦ばり間に設置してあって、2本の左右
縦ばりどうしを連結する複数本の横ばりとからはしご状
に構成されたラダー型マクラギが使用されている。
Therefore, recently, two left and right vertical beams extending in parallel on the roadbed and supporting two left and right rails, respectively, and installed between the left and right vertical beams, have been installed. A ladder-type sleeper is used, which is configured in a ladder-like manner with a plurality of side walls connecting the two.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来のラダー
型マクラギは、左右縦ばりと複数本の横ばりとが当初か
ら完全に一体に構成されているので、製造後に軌間調整
が全くできないなどの課題があった。また、左右縦ばり
を同時に一体に成形する必要があるので、型枠が大型化
するなどして成形コストが高いなどの課題があった。
However, in the conventional ladder-type sleeper, since the right and left vertical beams and the plurality of horizontal beams are completely integrated from the beginning, it is impossible to adjust the gauge after production. There were challenges. In addition, since it is necessary to simultaneously mold the left and right vertical beams integrally, there has been a problem that the molding cost is high due to an increase in the size of the mold.

【0005】この発明は、以上の課題を解決するために
なされたもので、軌間調節を自由に行うことができ、か
つ容易に成形できることを可能にしたラダー型マクラギ
およびその製造方法を提供することを目的とする。
The present invention has been made in order to solve the above problems, and provides a ladder type sleeper which can adjust a gauge freely and can be easily formed, and a method of manufacturing the same. With the goal.

【0006】[0006]

【課題を解決するための手段】この発明に係るラダー型
マクラギは、道床に沿って平行に延在する2本の左右縦
ばりと、この左右縦ばり間に設置してあり、かつ前記2
本の左右縦ばりどうしを連結する複数本の横ばりとから
なり、前記横ばりは前記左右縦ばりの内側部にそれぞれ
突設してあり、かつ互いに接合してある。
A ladder type sleeper according to the present invention is provided with two right and left vertical beams extending in parallel along a track bed, and between the left and right vertical beams.
The right and left vertical beams are connected to each other, and are composed of a plurality of horizontal beams. The horizontal beams project from an inner portion of the left and right vertical beams and are joined to each other.

【0007】また、横ばりは鋼管からなり、横ばりの端
部に継ぎ手フランジがそれぞれ突設してあり、この継ぎ
手フランジどうしは接合ボルト又は溶接によって接合し
てある。さらに、横ばりと横ばりとの接合部に絶縁材が
介在してあり、また横ばりと横ばりとの接合部に中間横
ばりがそれぞれ介在してあり、かつこの中間横ばりと前
記横ばりとがそれぞれ連結してある。
The side beam is made of a steel pipe, and joint flanges are protruded from ends of the side beam, and the joint flanges are joined by joining bolts or welding. Further, an insulating material is interposed at the joint between the side beam and the side beam, and an intermediate side plate is interposed at the junction between the side beam and the side beam, respectively, and the intermediate side beam and the side beam are interposed. Are connected to each other.

【0008】この発明に係るラダー型マクラギの製造方
法は、平行に延在する2本の左右縦ばりとこの左右縦ば
りの内側部にそれぞれ突設された複数本の横ばりとを左
右別々に成形し、次に前記横ばりどうしを接合すること
を特徴とする。
According to the method of manufacturing a ladder type sleeper according to the present invention, two left and right vertical beams extending parallel to each other and a plurality of horizontal beams protruding from an inner portion of the left and right vertical beams are separately provided on the left and right sides. Molding, and then joining the horizontal beams together.

【0009】[0009]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

発明の実施の形態1.図1および図2は、この発明の実
施の一形態を示し、図において、符号1は道床の上にそ
の連続方向に平行に設置してあって、レール2をそれぞ
れ支持する左右縦ばり、3はこの左右縦ばり1,1 間にそ
の長手方向に所定間隔おきに設置してあって、左右縦ば
り1どうしを連結する横ばりである。
Embodiment 1 of the Invention 1 and 2 show an embodiment of the present invention. In the drawings, reference numeral 1 denotes a left and right vertical beam which is installed on a roadbed in parallel with the continuous direction thereof and supports a rail 2 respectively. Are horizontal beams which are provided between the left and right vertical beams 1, 1 at predetermined intervals in the longitudinal direction thereof and connect the left and right vertical beams 1 to each other.

【0010】左右縦ばり1は鉄筋コンクリートによって
断面台形状にそれぞれ成形され、かつ複数本の高強力鋼
線1aによって長手方向に所定大のプレストレスがそれぞ
れ導入されている。また、左右縦ばり1の上にこの上に
敷設されるレール2を固定するレール締結金具4が所定
間隔おきにそれぞれ埋設されている。
The left and right vertical beams 1 are each formed into a trapezoidal cross section by reinforced concrete, and a predetermined large prestress is introduced in the longitudinal direction by a plurality of high-strength steel wires 1a. Rail fastening metal fittings 4 for fixing the rails 2 laid on the left and right vertical beams 1 are buried at predetermined intervals.

【0011】横ばり3は鋼管から形成され、かつ左右縦
ばり1の内側部に水平にそれぞれ突設されている。ま
た、横ばり3の自由端側端部に円形板状又は矩形板状の
継ぎ手フランジ5がそれぞれが突設されている。継ぎ手
フランジ5は複数本の接合ボルト6によって連結されて
いる。さらに、継ぎ手フランジ5,5 間に左右縦ばり1,
1間の電流の流れによる信号故障などを防止するために
ゴムなどからなる絶縁材7が介在され、また横ばり3は
耐候性の高い合成ゴムなどからなる養生シート8によっ
て被覆されている。
The horizontal beam 3 is formed of a steel pipe, and protrudes horizontally inside the left and right vertical beams 1 respectively. Further, a circular plate-shaped or rectangular plate-shaped joint flange 5 is protruded from a free end side end of the horizontal beam 3. The joint flange 5 is connected by a plurality of joining bolts 6. In addition, the left and right vertical beams 1,5 between the joint flanges 5,5
An insulating material 7 made of rubber or the like is interposed in order to prevent a signal failure or the like due to a flow of current between the two, and the side walls 3 are covered with a curing sheet 8 made of synthetic rubber or the like having high weather resistance.

【0012】発明の実施の形態2.図3は、この発明の
実施の他の形態を示し、横ばり3どうしを中間横ばり9
を介して連結することにより軌間を自由に調節できるよ
うにしたものである。中間横ばり9は横ばり3と同様に
鋼管から形成され、かつその両端部に継ぎ手フランジ5
がそれぞれ形成されている。そして、横ばり3と中間横
ばり9とは、双方の継ぎ手フランジ5どうしを絶縁材7
を介在し、かつ複数本の接合ボルト6又は溶接によって
ボルト止めすることにより接合されている。
Embodiment 2 of the Invention FIG. 3 shows another embodiment of the present invention.
The distance between the gauges can be freely adjusted by being connected via a. The intermediate rung 9 is formed from a steel pipe like the rung 3 and has a joint flange 5 at both ends.
Are formed respectively. And, the lateral beam 3 and the intermediate lateral beam 9 connect the joint flanges 5 to each other with an insulating material 7.
And are joined by bolting with a plurality of joining bolts 6 or welding.

【0013】なお、中間横ばり9として長さの異なるも
のを複数種類容易し、長さの異なる中間横ばり9を適宜
選択して使用することにより左右縦ばり1,1 間の軌
間を自由に調整することができる。また、中間横ばり9
も養生シート8によって被覆されている。
A plurality of intermediate rails 9 having different lengths can be easily formed, and by appropriately selecting and using the intermediate rails 9 having different lengths, the distance between the left and right vertical rails 1 and 1 can be freely adjusted. Can be adjusted. In addition, intermediate level 9
Is also covered with the curing sheet 8.

【0014】発明の実施の形態3.次に、この発明に係
るラダー型マクラギの製造方法について説明する。
Embodiment 3 of the Invention Next, a method for manufacturing the ladder type sleeper according to the present invention will be described.

【0015】 最初に、縦ばり成形型枠(図省略)の
中に高強力鋼線1a、この高強力鋼線1aを保持するスター
ラップ筋1b、レール締結金具4および横ばり3をそれぞ
れセットする。高強力鋼線1aは油圧ジャッキ(図省略)
などで引っ張って緊張させる。
First, a high-strength steel wire 1a, a stirrup bar 1b that holds the high-strength steel wire 1a, a rail fastener 4 and a horizontal beam 3 are set in a vertical forming mold (not shown). . High-strength steel wire 1a is a hydraulic jack (not shown)
Tension it by pulling it.

【0016】 次に、縦ばり成形型枠の中にコンクリ
ートを打設して充分に養生し、充分に養生できたら型枠
を脱型する。
Next, concrete is poured into the vertical forming mold and sufficiently cured, and when sufficiently cured, the mold is released.

【0017】 次に、2本の縦ばり1,1 を平行に延在
し、かつ双方の横ばり3の先端部を接合ボルト又は溶接
によって接合する。また、この場合、横ばり3の接合部
に絶縁材7を介在し、さらに左右横ばり1,1 間の軌間を
広くしたい場合には、左右横ばり3,3 間に必要な長さの
中間横ばり9を介在する。
Next, the two vertical beams 1 and 1 extend in parallel, and the ends of both the horizontal beams 3 are joined by joining bolts or welding. In this case, if an insulating material 7 is interposed at the joining portion of the horizontal beams 3 and the gauge between the right and left horizontal beams 1 and 1 is to be widened, an intermediate length between the right and left horizontal beams 3 and 3 is required. A level 9 is interposed.

【0018】[0018]

【発明の効果】この発明に係るラガー型マクラギは以上
説明した構成からなり、道床に沿って平行に延在する2
本の左右縦ばりと、この左右縦ばり間に設置してあり、
かつ前記2本の左右縦ばりどうしを連結する複数本の横
ばりとからなり、前記横ばりは前記左右縦ばりの内側部
にそれぞれ突設してあり、かつ互いに接合してあるの
で、左右縦ばりを複数本の横ばりと共に左右別々に成形
したあとに、双方の横ばりどうしを接合して構成できる
ので、一本の縦ばり成形型枠のみで従来と同様のラダー
型マクラギを容易に成形できる。
The lager-type sleeper according to the present invention has the above-described structure, and extends in parallel along the roadbed.
It is installed between the left and right vertical beams of the book and this left and right vertical beam,
And a plurality of horizontal beams connecting the two left and right vertical beams, and the horizontal beams are respectively provided on the inner portions of the left and right vertical beams, and are joined to each other. After forming the burrs separately with the left and right with a plurality of burrs, it can be configured by joining the two burrs together, so that the same ladder-type sleeper as before can be easily formed using only one burring mold. it can.

【0019】また、横ばりの長さを適当に変えることに
より、左右縦ばり間の軌間を自由に調整でき、横ばりが
鋼管から形成されているので、軽量化が図れると共に弾
性に富んでいるので、輪重の作用による沈下などに自由
に追従できる。
Also, by appropriately changing the length of the horizontal beam, the gauge between the left and right vertical beams can be freely adjusted, and since the horizontal beam is formed of a steel pipe, the weight can be reduced and the elasticity is high. Therefore, it is possible to freely follow the subsidence caused by the action of the wheel load.

【0020】また、横ばりの端部に継ぎ手フランジをそ
れぞれ突設し、この継ぎ手フランジどうしを接合ボルト
又は溶接によって接合してあるので、横ばりどうしをき
わめて容易にかつ確実に接合でき、横ばりと横ばりとの
接合部にゴムなどからなる絶縁材が介在されているの
で、左右縦ばり間の電流の流れによる信号故障などを未
然に防止できる。
Also, since joint flanges are protruded from the ends of the side beams, and the joint flanges are joined to each other by joining bolts or welding, the sides can be joined very easily and surely. Since an insulating material made of rubber or the like is interposed at the joint between the vertical beam and the horizontal beam, signal failure or the like due to the flow of current between the right and left vertical beams can be prevented.

【0021】さらに、横ばりと横ばりとの接合部に中間
横ばりがそれぞれ介在してあり、かつこの中間横ばりと
前記横ばりとがそれぞれ接合してあるので、長さの異な
る中間横ばりを適当に使い分けることにより、現場にお
いても左右縦ばり間の軌間を自由に調整できる。
[0021] Further, since the intermediate side beams are respectively interposed at the joining portions of the side beams and the side beams, and the intermediate side beams and the side beams are respectively connected, the intermediate side beams having different lengths are provided. By properly using, the gauge between the left and right vertical beams can be freely adjusted even at the site.

【0022】この発明に係るラダー型マクラギの製造方
法は、左右縦ばりとこの左右縦ばりの内側部にそれぞれ
突設された複数本の横ばりとを左右別々に成形し、次に
前記横ばりどうしを接合することにより、一本の縦ばり
成形型枠を使用するだけで、特に広い作業ヤードを必要
とせずに、はしご状のラダー型マクラギを容易に成形で
きる。
According to the method for manufacturing a ladder type sleeper according to the present invention, the left and right vertical beams and a plurality of horizontal beams projecting from the inner portions of the left and right vertical beams are separately formed on the left and right sides. By joining them together, a ladder-shaped ladder-type sleeper can be easily formed without using a particularly large work yard by using only one vertical forming mold.

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

【図1】ラダー型マクラギの平面図である。FIG. 1 is a plan view of a ladder type sleeper.

【図2】ラダー型マクラギの一部縦断面図である。FIG. 2 is a partial longitudinal sectional view of a ladder type sleeper.

【図3】ラダー型マクラギの一部縦断面図である。FIG. 3 is a partial longitudinal sectional view of a ladder type sleeper.

【符号の説明】[Explanation of symbols]

1…左右縦ばり、2…レール、3…横ばり、4…レール
締結金具、5…継ぎ手フランジ、6…接合ボルト、7…
絶縁材、8…養生シート、9…中間横ばり。
DESCRIPTION OF SYMBOLS 1 ... Right and left vertical beam, 2 ... Rail, 3 ... Horizontal, 4 ... Rail fastening bracket, 5 ... Joint flange, 6 ... Joint bolt, 7 ...
Insulating material, 8: curing sheet, 9: middle level.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中條 友義 東京都新宿区西新宿1丁目21番1号 日本 鋼弦コンクリート株式会社内 (72)発明者 東山 博明 東京都新宿区西新宿1丁目21番1号 日本 鋼弦コンクリート株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Tomoyoshi Chujo 1-12-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Japan Steel String Concrete Co., Ltd. (72) Inventor Hiroaki Higashiyama 1-1-21 Nishi-Shinjuku, Shinjuku-ku, Tokyo No. 1 Japan Steel String Concrete Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 道床に沿って平行に延在する2本の左右
縦ばりと、この左右縦ばり間に設置してあり、かつ前記
2本の左右縦ばりどうしを連結する複数本の横ばりとか
らなるラダー型マクラギにおいて、前記横ばりは前記左
右縦ばりの内側部にそれぞれ突設してあり、かつ互いに
接合してあることをことを特徴とするラダー型マクラ
ギ。
1. Two right and left vertical beams extending in parallel along a roadbed, and a plurality of horizontal beams installed between the left and right vertical beams and connecting the two left and right vertical beams. A ladder-type sleeper comprising: a horizontal ladder, wherein the horizontal beams project from inner portions of the left and right vertical beams, respectively, and are joined to each other.
【請求項2】 横ばりは鋼管からなることを特徴とする
請求項第1項記載のラダー型マクラギ。
2. The sleeper according to claim 1, wherein the horizontal beam is made of a steel pipe.
【請求項3】 横ばりの端部に継ぎ手フランジをそれぞ
れ突設し、この継ぎ手フランジどうしを接合ボルト又は
溶接によって接合してあることを特徴とする請求項第1
項又は第2項記載のラダー型マクラギ。
3. A joint flange is protruded from an end of a horizontal beam, and the joint flanges are joined to each other by joining bolts or welding.
Item 3. The ladder type sleeper according to item 2 or 2.
【請求項4】 横ばりと横ばりとの接合部に絶縁材を介
在してなることを特徴とする請求項第1項、第2項又は
第3項記載のラダー型マクラギ。
4. The sleeper according to claim 1, wherein an insulating material is interposed between joints of the side beams.
【請求項5】 横ばりと横ばりとの接合部に中間横ばり
がそれぞれ介在してあり、かつこの中間横ばりと前記横
ばりとがそれぞれ連結してあることを特徴とする請求項
第1項、第2項、第3項又は第4項記載のラダー型マク
ラギ。
5. The method according to claim 1, wherein an intermediate beam is interposed at a joint between the horizontal beam and the horizontal beam, and the intermediate beam is connected to the horizontal beam. Item 5. The ladder type sleeper according to item 2, item 3, item 3 or item 4.
【請求項6】 道床に沿って平行に連続する2本の左右
縦ばりと、この左右縦ばり間に設置してあり、かつ前記
2本の左右縦ばりどうしを連結する複数本の横ばりとか
らなるラダー型マクラギの製造方法において、前記左右
縦ばりとこの左右縦ばりの内側部にそれぞれ突設された
複数本の横ばりとを左右別々に成形し、次に前記横ばり
どうしを接合することを特徴とするラダー型マクラギの
製造方法。
6. A pair of left and right vertical beams parallel to each other along the roadbed and a plurality of horizontal beams installed between the left and right vertical beams and connecting the two left and right vertical beams. In the method for manufacturing a ladder-type sleeper, comprising: forming the left and right vertical beams and a plurality of horizontal beams respectively projecting from the inner portions of the left and right vertical beams separately, and then joining the horizontal beams together. A method for producing a ladder type sleeper, comprising:
JP19485496A 1996-07-24 1996-07-24 Ladder type sleeper Pending JPH1037101A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19485496A JPH1037101A (en) 1996-07-24 1996-07-24 Ladder type sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19485496A JPH1037101A (en) 1996-07-24 1996-07-24 Ladder type sleeper

Publications (1)

Publication Number Publication Date
JPH1037101A true JPH1037101A (en) 1998-02-10

Family

ID=16331395

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19485496A Pending JPH1037101A (en) 1996-07-24 1996-07-24 Ladder type sleeper

Country Status (1)

Country Link
JP (1) JPH1037101A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002275802A (en) * 2001-03-12 2002-09-25 East Japan Railway Co Ladder sleeper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002275802A (en) * 2001-03-12 2002-09-25 East Japan Railway Co Ladder sleeper

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