JPH08113901A - Layout structure of metal-made sleeper - Google Patents

Layout structure of metal-made sleeper

Info

Publication number
JPH08113901A
JPH08113901A JP24987894A JP24987894A JPH08113901A JP H08113901 A JPH08113901 A JP H08113901A JP 24987894 A JP24987894 A JP 24987894A JP 24987894 A JP24987894 A JP 24987894A JP H08113901 A JPH08113901 A JP H08113901A
Authority
JP
Japan
Prior art keywords
sleepers
metal
ballast
sleeper
end wall
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
JP24987894A
Other languages
Japanese (ja)
Inventor
Akio Tanaka
彬夫 田中
Haruo Shimizu
治生 清水
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP24987894A priority Critical patent/JPH08113901A/en
Publication of JPH08113901A publication Critical patent/JPH08113901A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To make it passable to excavate ballast to a shallow depth when replacing sleepers and enhance the stability against relative positional deviations between adjacent sleepers produced by horizontal pressure or their decided state. CONSTITUTION: When replacing sleepers, ballast is removed (or excavated) to such a shallow depth that end walls 4 may pass below a rail and metal-made sleepers 1 are passed below the rail. A horizontal pressure resistant body 10 is connected between a pair of end walls 4, thereby integrating the metal-made sleepers with the horizontal pressure resistant body 10 as a unit. The ballast is backfilled and hardened. The metal-made sleepers 1, whose rail accuracy in the radial direction is in a maintenance free state, can be easily secured by the horizontal pressure resistant body 10. This construction makes it possible to prevent the generation of relative positional deviations of the sleepers in the longitudinal direction by enhanced unit sleepers and decide proper pitches between the adjacent metal-made sleepers with ease and enhance their stability as a whole.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄道において、レール
を敷設するのに使用される金属製まくらぎの配設構造に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an arrangement structure of metal sleepers used for laying rails in railways.

【0002】[0002]

【従来の技術】従来、金属製まくらぎとしては、たとえ
ば特開平5−255901号公報に見られる構成が提供されて
いる。この従来構成において金属製まくらぎは、両側面
壁部と両端壁部と上面壁部とにより、底部が開口した箱
形に形成されている。そして両端壁部は、開口縁よりも
まくらぎの厚さ方向に長く突出する板状の突出部を有し
ている。
2. Description of the Related Art Conventionally, as a metal sleeper, for example, a structure disclosed in Japanese Patent Laid-Open No. 5-255901 has been provided. In this conventional structure, the metal sleeper is formed in a box shape having an open bottom by the side wall portions, both end wall portions, and the upper surface wall portion. Both end wall portions have a plate-like protrusion that protrudes longer in the thickness direction of the sleeper than the opening edge.

【0003】この従来構成の金属製まくらぎを、既設レ
ールに使用しているまくらぎと交換するとき、まず周辺
のバラストの除去と、締結を解除した既設まくらぎの除
去とを行う。次いで金属製まくらぎを既設レールの下方
に通し、そして、バラストを埋め戻すとともに、金属製
まくらぎを上昇させてレールに下方から当接させたの
ち、締結していた。その後に、自動式のつき固め機など
によりバラストのつき固め作業を行っていた。
When replacing the metal sleeper having the conventional structure with the sleeper used for the existing rail, first, the ballast around the periphery and the existing sleeper after the fastening is released are removed. Then, the metal sleepers were passed under the existing rails, the ballast was backfilled, and the metal sleepers were raised and brought into contact with the rails from below, and then fastened. After that, the ballast was compacted using an automatic compaction machine.

【0004】このようにして配設された金属製まくらぎ
は、板状の突出部が横圧抵抗部になることから、線路の
幅方向の精度をメンテナンスフリーの状態で容易に確保
し得、以て作業者は、高度な保線技能者でなくても、ま
くらぎの交換を行えることになる。
In the metal sleeper thus arranged, since the plate-shaped protrusion serves as a lateral pressure resistance portion, the accuracy in the width direction of the line can be easily ensured in a maintenance-free state, Therefore, the worker can replace the sleepers even if he / she is not a highly skilled track maintenance worker.

【0005】[0005]

【発明が解決しようとする課題】上記した従来構成にお
いて、既設レールの下方を通す金属製まくらぎは、突出
部の存在によって厚さ方向でかなり厚いものになり、し
たがってバラストを除去するための掘下げはかなり深く
まで行わなければならず、交換作業(工事)は大掛かり
となって迅速に行えない。また金属製まくらぎは、それ
ぞれ単独で突出部を有することから、隣接した金属製ま
くらぎ間では、長手方向で相対的に位置ずれが生じ易
く、その修正(位置合わせ)作業は容易に行えず、さら
に隣接した金属製まくらぎ間のピッチの確定も容易に行
えないなど、その安定性に問題があった。
In the above-mentioned conventional structure, the metal sleepers which pass under the existing rails become considerably thick in the thickness direction due to the presence of the protrusions, and therefore the dug down for removing the ballast. Must be carried out to a considerable depth, and replacement work (construction) is a large-scale operation and cannot be performed quickly. In addition, since each metal sleeper has its own protrusion, there is a tendency for relative misalignment in the longitudinal direction between adjacent metal sleepers, and its correction (positioning) work cannot be performed easily. Further, there is a problem in stability such that the pitch between adjacent metal sleepers cannot be easily determined.

【0006】本発明の目的とするところは、交換の際に
バラストの掘下げを浅くし得、さらに横圧による隣接間
の相対的な位置ずれや隣接ピッチの確定に対して安定性
の良いものにし得る金属製まくらぎの配設構造を提供す
る点にある。
The object of the present invention is to make it possible to make the ballast digging shallower at the time of replacement, and further to make the ballast stable with respect to the relative displacement between adjacent parts due to lateral pressure and the determination of the adjacent pitch. The point is to provide an arrangement structure of the obtained metal sleepers.

【0007】[0007]

【課題を解決するための手段】上記目的を達成すべく本
発明の金属製まくらぎの配設構造は、一対の側面壁部
と、上面壁部と、長手方向の両端に一体化した端壁部と
を有するとともに、これら端壁部に連結用挿通部を形成
して、底部が開口した長尺箱状の金属製まくらぎを構成
し、隣接した金属製まくらぎの前記端壁部間に外側から
当接自在な横圧抵抗体を設け、これら横圧抵抗体に、前
記連結用挿通部に連通自在な連結用挿通部を形成すると
ともに、連通した両挿通部間に挿通自在な連結具を設け
ている。
In order to achieve the above object, a metal sleeper disposition structure of the present invention has a pair of side wall portions, a top wall portion, and end wall portions integrated at both longitudinal ends. With, and by forming a connecting insertion portion in these end wall portions, to configure a long box-shaped metal sleepers with an open bottom, from the outside between the end wall portions of adjacent metal sleepers Provided are lateral pressure resistors that can come into contact with each other, and these lateral pressure resistors are provided with a connecting insertion portion that can communicate with the connecting insertion portion, and a coupling tool that can be inserted between both communicating insertion portions. ing.

【0008】[0008]

【作用】上記した本発明の構成によると、まくらぎの交
換を行うに際し、まず既設まくらぎと周辺バラストとの
除去を行う。ここでバラストの除去(掘下げ)は、レー
ルの下方を端壁部が通過し得る程度に浅く行われる。次
いで除去跡を利用して、金属製まくらぎをレールの下方
で通し、両レールの下方に位置させる。そして、隣接し
た一対の金属製まくらぎにおける端壁部に対して横圧抵
抗体を外側から当接させたのち、両連結用貫通部間に亘
って連結具を挿通し作用させることで、端壁部間に横圧
抵抗体を連結し得る。これにより、金属製まくらぎと横
圧抵抗体とを剛体化してユニット体化し得る。
According to the above-described structure of the present invention, when replacing the sleeper, the existing sleeper and the peripheral ballast are first removed. Here, the removal (digging) of the ballast is performed so shallow that the end wall portion can pass below the rail. The removal traces are then used to thread the metal sleepers under the rails and position them under both rails. Then, after the lateral piezoresistors are brought into contact with the end wall portions of the pair of metal sleepers adjacent to each other from the outside, the connecting tool is inserted between both the penetrating portions for connecting, and the end portions are operated. A lateral piezoresistor may be connected between the walls. As a result, the metal sleeper and the lateral piezoresistor can be rigidized into a unit body.

【0009】この状態で、除去跡にバラストを埋め戻
し、ユニット体を上昇して、両金属製まくらぎを両レー
ルの下方に当接させたのち、両レールを金属製まくらぎ
に締結させる。その後に、自動式のつき固め機などによ
りバラストのつき固め作業を行うことで、金属製まくら
ぎの交換を終える。
In this state, the ballast is backfilled in the removal mark, the unit body is moved up to bring both metal sleepers into contact with the lower portions of both rails, and then both rails are fastened to the metal sleepers. After that, the ballast is compacted by an automatic compaction machine or the like to complete the replacement of the metal sleepers.

【0010】このようにして交換を終えた金属製まくら
ぎは、横圧抵抗体の、特に両金属製まくらぎ間に存在し
た部分により、線路の幅方向の精度をメンテナンスフリ
ーの状態で容易に確保し得、以て作業者は、高度な保線
技能者でなくても、交換作業を行える。そして隣接した
金属製まくらぎ間を横圧抵抗体により一体化してユニッ
ト体化することで、長手方向での相対的な位置ずれは生
ぜず、その修正(位置合わせ)作業は不要となる。さら
に隣接した金属製まくらぎ間のピッチの確定も容易に行
え、以て全体として安定性の良いものになる。
The metal sleepers that have been replaced in this way can be easily maintained in the width-wise accuracy of the line in a maintenance-free state by the portion of the lateral piezoresistor, particularly the portion that exists between the two metal sleepers. Therefore, the worker can perform the replacement work even if he / she is not a highly skilled track maintenance worker. Then, the adjacent metal sleepers are integrated by the lateral piezoresistors to form a unit body, so that a relative positional shift in the longitudinal direction does not occur, and the correction (positioning) work thereof becomes unnecessary. Further, the pitch between the adjacent metal sleepers can be easily determined, so that the stability is improved as a whole.

【0011】[0011]

【実施例】以下に本発明の一実施例を図1〜図6に基づ
いて説明する。図1〜図4において、たとえばダクタイ
ル鋳鉄などを材料として鋳造された金属製まくらぎ1
は、一対の側面壁部2と、上面壁部3と、長手方向の両
端に一体化した端壁部4とにより、底部が開口した長尺
箱状に形成されている。ここで両端壁部4は、側面壁部
2と上面壁部3とからなる本体部分の断面よりも少し大
きい長方形板状であって、その下面を開口縁部5に揃
え、かつ一部を両側面壁部2や上面壁部3から外方へ突
出させて形成される。そして端壁部4の、両側面壁部2
や上面壁部3から外方へ突出した箇所で四隅部分には、
上方または下方に開放した凹入状の連結用挿通部6が形
成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. 1 to 4, for example, a metal sleeper 1 cast from a material such as ductile cast iron.
Is formed into a long box shape having an open bottom by a pair of side wall portions 2, an upper surface wall portion 3, and end wall portions 4 integrated at both ends in the longitudinal direction. Here, the both end wall portions 4 are rectangular plate shapes that are slightly larger than the cross section of the main body portion composed of the side surface wall portion 2 and the upper surface wall portion 3, and the lower surface thereof is aligned with the opening edge portion 5, and a part thereof is on both sides. It is formed by projecting outward from the surface wall portion 2 and the upper surface wall portion 3. And both side wall portions 2 of the end wall portion 4
Or at the four corners where it protrudes outward from the top wall 3
A recessed connecting insertion portion 6 that is open upward or downward is formed.

【0012】前記金属製まくらぎ1の両端部分は幅広の
レール敷設部1Aに形成され、このレール敷設部1Aで
上面壁部3には、敷設(載置)したレール15を締結する
ため(位置決めして固定するため)のショルダー部7と
孔部8とが、上方に突出した状態で形成されている。
Both end portions of the metal sleeper 1 are formed in a wide rail laying portion 1A, and the rail laying portion 1A is used to fasten the laid (mounted) rail 15 to the upper surface wall portion 3 (positioning). The shoulder portion 7 and the hole portion 8 are formed in a state of protruding upward.

【0013】隣接した(二本の)金属製まくらぎ1の前
記端壁部4間に対して、外側から当接自在な一対の横圧
抵抗体10が設けられる。これら横圧抵抗体10はアングル
状であって、一辺10Aを水平状として、垂直状の他辺10
Bの高さHは端壁部4の高さに揃えられ、また長さL
は、一対の前記端壁部4の端面に他辺10Bの端面を揃え
たとき、両金属製まくらぎ1間が所定のピッチになるよ
うに設定されている。
A pair of lateral piezoresistors 10 is provided between the end wall portions 4 of the adjacent (two) metal sleepers 1 so as to be abuttable from the outside. These lateral piezoresistors 10 are angle-shaped, and one side 10A is horizontal and the other side 10V is vertical.
The height H of B is aligned with the height of the end wall portion 4, and the length L is
Is set so that when the end faces of the other side 10B are aligned with the end faces of the pair of end wall portions 4, the metal sleepers 1 have a predetermined pitch.

【0014】さらに横圧抵抗体10の他辺11Bにおける両
端部には、前記端壁部4の連結用挿通部6群に連通自在
な連結用挿通部11群が、貫通孔状に形成されている。そ
して、連通した両挿通部6,11間に挿通自在な連結具の
一例であるボルト12とナット13とが設けられる。なお前
述したレール15の締結は、孔部8に差し込まれるパンド
ロールクリップ16などにより行われる。18はバラストを
示す。
Further, at both ends of the other side 11B of the lateral piezoresistor 10, there are formed through-hole-shaped connecting insertion portions 11 that can communicate with the connecting insertion portions 6 of the end wall portion 4. There is. Then, a bolt 12 and a nut 13, which are an example of a connector that can be freely inserted, are provided between the two insertion portions 6 and 11 that are in communication with each other. The fastening of the rail 15 described above is performed by a pan roll clip 16 inserted into the hole 8. 18 indicates a ballast.

【0015】以下に、上記実施例における作用を説明す
る。既設のレール15に対してまくらぎの交換を行うに際
して、まず既設のレール15と既設まくらぎとの締結を解
除した状態で、図5の実線で示すように、この既設まく
らぎと周辺のバラスト18との除去が行われる。ここでバ
ラスト18の除去(掘下げ)は、レール15の下方を端壁部
4やショルダー部7が通過し得る程度に浅く行われる。
次いで除去跡Aを利用して、金属製まくらぎ1をレール
15の下方で通し、図5の仮想線に示すように両レール15
の下方に位置させる。
The operation of the above embodiment will be described below. When replacing the sleepers on the existing rails 15, first, with the existing rails 15 and the existing sleepers being unfastened, as shown by the solid line in FIG. And are removed. Here, the removal (digging) of the ballast 18 is performed shallowly so that the end wall portion 4 and the shoulder portion 7 can pass below the rail 15.
Next, using the removal trace A, rail the metal sleeper 1
Pass it under the rails 15 and, as shown in the phantom line in FIG.
Located below.

【0016】そして図6で示すように、隣接した一対の
金属製まくらぎ1における端壁部4に対して横圧抵抗体
10の他辺11Bを外側から当接させたのち、連通した両連
結用貫通部6,11間に亘ってボルト12を挿通させるとと
もにナット13を螺合して締め付けることで、端壁部4に
横圧抵抗体10を連結し得る。これにより、一対の金属製
まくらぎ1と一対の横圧抵抗体10とが矩形枠状に剛体化
され、以てユニット体20に形成される。
Then, as shown in FIG. 6, a lateral piezoresistor is attached to the end wall portion 4 of the pair of metal sleepers 1 adjacent to each other.
After abutting the other side 11B of the outer side 10 from the outside, the bolt 12 is inserted between the connecting penetrating portions 6 and 11 which are in communication with each other, and the nut 13 is screwed and tightened, whereby the end wall 4 is formed. The lateral piezoresistor 10 can be connected. As a result, the pair of metal sleepers 1 and the pair of lateral piezoresistors 10 are rigidized into a rectangular frame shape, and thus the unit body 20 is formed.

【0017】この状態で、除去跡Aにバラスト18が埋め
戻され、ユニット体20が上昇されて、両金属製まくらぎ
1が両レール15の下方に当接される。そしてパンドロー
ルクリップ16を孔部8に差し込むなどして、両レール15
を金属製まくらぎ1に締結させる。その後に、自動式の
つき固め機などによりバラスト18のつき固め作業を行う
ことで、図2に示すように金属製まくらぎ1の交換を行
える。
In this state, the ballast 18 is backfilled in the removal trace A, the unit body 20 is lifted, and the both metal sleepers 1 are brought into contact with the lower portions of both rails 15. Then, insert the pandroll clip 16 into the hole 8 to attach the rails 15
Is fastened to the metal sleeper 1. Thereafter, the ballast 18 is compacted by an automatic compactor or the like, so that the metal sleeper 1 can be replaced as shown in FIG.

【0018】このようにして交換を終えた金属製まくら
ぎ1は、横圧抵抗体10の、特に両金属製まくらぎ1間に
存在した部分により、線路の幅方向の精度をメンテナン
スフリーの状態で容易に確保し得、以て作業者は、高度
な保線技能者でなくても、交換作業を行えることにな
る。そして隣接した金属製まくらぎ1間が横圧抵抗体10
により一体化されて、ユニット体20化されることで、長
手方向での相対的な位置ずれが生じなくなって、その修
正(位置合わせ)作業は不要となる。さらに隣接した金
属製まくらぎ1間のピッチの確定も容易に行え、以て全
体として安定性の良いものにし得る。
The metal sleeper 1 thus exchanged is in a maintenance-free state in which the accuracy in the width direction of the line is maintained due to the portion of the lateral piezoresistor 10, particularly the portion existing between the two metal sleepers 1. Therefore, the worker can perform the replacement work even if he / she is not a highly skilled track maintenance worker. The lateral pressure resistor 10 is located between the adjacent metal sleepers 1.
By being integrated with each other to form the unit body 20, relative positional deviation in the longitudinal direction does not occur, and the correction (positioning) operation thereof becomes unnecessary. Further, the pitch between the adjacent metal sleepers 1 can be easily determined, so that the stability as a whole can be improved.

【0019】上記実施例で示すように、横圧抵抗体10を
アングル状に形成したときには、水平状の一辺10Aを支
承面として、より安定化を図り得、以て金属製まくらぎ
1を小さく(小型化)し得るが、本発明においては、長
尺板状やチャンネル状などの横圧抵抗体10であってもよ
い。
As shown in the above embodiment, when the lateral piezoresistor 10 is formed in an angle shape, the horizontal one side 10A is used as a bearing surface for further stabilization, whereby the metal sleeper 1 is made smaller. Although it can be made smaller, the lateral piezoresistor 10 in the form of a long plate or a channel may be used in the present invention.

【0020】上記実施例で示すように、端壁部4の連結
用挿通部6を、上方や下方に開放した凹入部で形成した
ときには、ボルト12を下方や上方に移動させることで挿
通状にし得、以て連結具は、ボルト12を連結用挿通部11
に通してナット13を緩く螺合させた状態で、横圧抵抗体
10に所定数をセット化し得る。しかし本発明において
は、端壁部4の連結用挿通部6を貫通孔により形成して
もよい。
As shown in the above embodiment, when the connecting insertion portion 6 of the end wall portion 4 is formed as a recessed portion which is opened upward or downward, the bolt 12 is moved downward or upward to be inserted. As a result, the connecting tool inserts the bolt 12 into the connecting insertion portion 11
With the nut 13 loosely screwed into the lateral pressure resistor
A predetermined number can be set to 10. However, in the present invention, the connecting insertion portion 6 of the end wall portion 4 may be formed by a through hole.

【0021】上記実施例では、連結具をボルト12とナッ
ト13により構成しているが、これはリベットなど、他の
連結手段であってもよい。図7は本発明の別の実施例を
示す。すなわち横圧抵抗体10は長尺化され、両端部に近
い中間部の二箇所に連結用挿通部11群が形成されてい
る。この別の実施例によると、水平状の一辺10A、すな
わち支承面の面積を拡大して、より安定化を図り得、以
て金属製まくらぎ1をより小さくし得る。さらにユニッ
ト体20間における横圧抵抗体10間の隙間21を小さくし
得、その分、ユニット体20間の隣接した金属製まくらぎ
1間のピッチ調整を容易に行える。
In the above embodiment, the connecting tool is composed of the bolt 12 and the nut 13, but this may be another connecting means such as a rivet. FIG. 7 shows another embodiment of the present invention. That is, the lateral piezoresistor 10 is elongated, and a group of connecting insertion portions 11 are formed at two locations in the intermediate portion near both ends. According to this alternative embodiment, the horizontal side 10A, that is, the area of the bearing surface, can be enlarged for further stabilization, and thus the metal sleeper 1 can be made smaller. Further, the gap 21 between the lateral piezoresistors 10 between the unit bodies 20 can be made smaller, and the pitch between the metal sleepers 1 adjacent to each other between the unit bodies 20 can be easily adjusted accordingly.

【0022】図8は本発明のさらに別の実施例を示す。
すなわち一個の端壁部4に対して一対(二個)の横圧抵
抗体10を連結し、これの繰り返しにより、全体を連続し
たユニット体22に形成している。この、さらに別の実施
例によると、一辺10Aによる支承面を連続化して面積を
拡大し得、より一層の安定化を図り得るとともに、金属
製まくらぎ1をより一層、小さくし得る。さらに全体を
連続したユニット体22にし得ることで、金属製まくらぎ
1群のピッチを確定し得る。
FIG. 8 shows still another embodiment of the present invention.
That is, a pair (two) of lateral piezoresistors 10 are connected to one end wall portion 4, and by repeating this, the whole unit body 22 is formed. According to this still another embodiment, the bearing surface by one side 10A can be made continuous to increase the area, and further stabilization can be achieved, and the metal sleeper 1 can be further reduced. Further, by making the whole unit body 22 continuous, the pitch of one group of metal sleepers can be determined.

【0023】[0023]

【発明の効果】上記構成の本発明によると、まくらぎの
交換を行うに際してバラストの除去(掘下げ)は、レー
ルの下方を端壁部が通過し得る程度に浅く行えばよく、
そして隣接した一対の金属製まくらぎにおける端壁部間
に亘って横圧抵抗体を連結することにより、金属製まく
らぎと横圧抵抗体とを剛体化して、ユニット体に形成で
き、したがって全体として掘下げ量を少なくできて、交
換作業を迅速に行うことができる。
According to the present invention having the above-described structure, the ballast can be removed (drilled) when exchanging sleepers so that it is shallow enough to allow the end wall to pass under the rails.
Then, by connecting the lateral piezoresistors across the end wall portions of the pair of metal sleepers adjacent to each other, the metal sleepers and the lateral piezoresistors can be rigidified and formed into a unit body, and thus the whole body can be formed. As a result, the amount of excavation can be reduced, and replacement work can be performed quickly.

【0024】また交換を終えた金属製まくらぎは、横圧
抵抗体の、特に両金属製まくらぎ間に存在した部分によ
り、線路の幅方向の精度をメンテナンスフリーの状態で
容易に確保でき、以て作業者は、高度な保線技能者でな
くても、交換作業を行うことができる。そして隣接した
金属製まくらぎ間を横圧抵抗体により一体化し、ユニッ
ト体化することで、長手方向での相対的な位置ずれは生
ぜず、その修正(位置合わせ)作業を不要にできるとと
もに、隣接した金属製まくらぎ間のピッチの確定も容易
に行うことができ、以て全体として安定性の良いものに
できる。
Further, the metal sleepers that have been replaced can easily secure the accuracy in the width direction of the line in a maintenance-free state due to the portion of the lateral piezoresistor, especially between the two sleepers made of metal, Therefore, the worker can perform the replacement work even if he / she is not a highly skilled track maintenance technician. And by integrating the adjacent metal sleepers with lateral piezoresistors and making them into a unit body, relative positional deviation in the longitudinal direction does not occur, and the correction (positioning) work can be made unnecessary, and The pitch between adjacent metal sleepers can be easily determined, and the stability can be improved as a whole.

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

【図1】本発明の一実施例を示し、金属製まくらぎの配
設構造における要部の斜視図である。
FIG. 1 is a perspective view of an essential part of a metal sleeper arrangement structure according to an embodiment of the present invention.

【図2】同金属製まくらぎの配設構造における正面図で
ある。
FIG. 2 is a front view of the arrangement structure of the metal sleepers.

【図3】同金属製まくらぎの配設構造における側面図で
ある。
FIG. 3 is a side view of the arrangement structure of the metal sleepers.

【図4】同金属製まくらぎの配設構造における要部の平
面図である。
FIG. 4 is a plan view of a main part of the arrangement structure of the metal sleeper.

【図5】同金属製まくらぎの配設構造における交換時を
示し、既設まくらぎを除去したときの正面図である。
FIG. 5 is a front view showing a state where the metal sleepers are replaced in the arrangement structure and the existing sleepers are removed.

【図6】同金属製まくらぎの配設構造における交換時を
示し、金属製まくらぎを挿入したときの正面図である。
FIG. 6 is a front view when the metal sleepers are inserted, showing the time of replacement in the arrangement structure of the metal sleepers.

【図7】本発明の別の実施例を示し、金属製まくらぎの
配設構造における要部の平面図である。
FIG. 7 shows another embodiment of the present invention and is a plan view of a main part in the arrangement structure of the metal sleepers.

【図8】本発明のさらに別の実施例を示し、金属製まく
らぎの配設構造における要部の平面図である。
FIG. 8 is a plan view of a main part of a metal sleeper arrangement structure according to still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 金属製まくらぎ 2 側面壁部 3 上面壁部 4 端壁部 6 連結用挿通部 7 ショルダー部 10 横圧抵抗体 10A 一辺 10B 他辺 11 連結用挿通部 12 ボルト(連結具) 13 ナット(連結具) 15 レール 16 パンドロールクリップ 18 バラスト 20 ユニット体 22 連続ユニット体 A 除去跡 1 Metal sleeper 2 Side wall 3 Top wall 4 End wall 6 Connection insertion part 7 Shoulder part 10 Lateral pressure resistor 10A One side 10B Other side 11 Connection insertion part 12 Bolt (connector) 13 Nut (connection) Tool) 15 rails 16 Pandroll clip 18 Ballast 20 Unit body 22 Continuous unit body A Removal mark

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 一対の側面壁部と、上面壁部と、長手方
向の両端に一体化した端壁部とを有するとともに、これ
ら端壁部に連結用挿通部を形成して、底部が開口した長
尺箱状の金属製まくらぎを構成し、隣接した金属製まく
らぎの前記端壁部間に外側から当接自在な横圧抵抗体を
設け、これら横圧抵抗体に、前記連結用挿通部に連通自
在な連結用挿通部を形成するとともに、連通した両挿通
部間に挿通自在な連結具を設けたことを特徴とする金属
製まくらぎの配設構造。
1. A pair of side wall portions, an upper surface wall portion, and end wall portions that are integrated at both ends in the longitudinal direction, and a connecting insertion portion is formed in these end wall portions, and the bottom portion is open. A long box-shaped metal sleeper is formed, and lateral pressure resistors that can come into contact with the outside from the outside are provided between the end wall portions of the adjacent metal sleepers. An arrangement structure of a metal sleeper, characterized in that a connecting insertion portion that is freely communicated is formed in the portion, and a coupling tool that is freely inserted is provided between both the communicating insertion portions.
JP24987894A 1994-10-17 1994-10-17 Layout structure of metal-made sleeper Pending JPH08113901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24987894A JPH08113901A (en) 1994-10-17 1994-10-17 Layout structure of metal-made sleeper

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24987894A JPH08113901A (en) 1994-10-17 1994-10-17 Layout structure of metal-made sleeper

Publications (1)

Publication Number Publication Date
JPH08113901A true JPH08113901A (en) 1996-05-07

Family

ID=17199547

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24987894A Pending JPH08113901A (en) 1994-10-17 1994-10-17 Layout structure of metal-made sleeper

Country Status (1)

Country Link
JP (1) JPH08113901A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007051475A (en) * 2005-08-18 2007-03-01 Sekisui Chem Co Ltd Sleeper connecting structure
JP2007120127A (en) * 2005-10-27 2007-05-17 Sekigahara Seisakusho:Kk Derailing preventive structure
JP2010216097A (en) * 2009-03-13 2010-09-30 Railway Technical Res Inst Uplift resisting structure and sleeper structure
JP4673934B1 (en) * 2010-08-31 2011-04-20 林総事株式会社 Iron sleeper insulation connection device
CN110186542A (en) * 2019-07-03 2019-08-30 成都货安计量技术中心有限公司 A kind of track scale body and its installation method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007051475A (en) * 2005-08-18 2007-03-01 Sekisui Chem Co Ltd Sleeper connecting structure
JP2007120127A (en) * 2005-10-27 2007-05-17 Sekigahara Seisakusho:Kk Derailing preventive structure
JP4639137B2 (en) * 2005-10-27 2011-02-23 株式会社関ヶ原製作所 Derailment prevention structure
JP2010216097A (en) * 2009-03-13 2010-09-30 Railway Technical Res Inst Uplift resisting structure and sleeper structure
JP4673934B1 (en) * 2010-08-31 2011-04-20 林総事株式会社 Iron sleeper insulation connection device
JP2012052294A (en) * 2010-08-31 2012-03-15 Hayashi Soji Kk Insulation connecting device for iron sleeper
CN110186542A (en) * 2019-07-03 2019-08-30 成都货安计量技术中心有限公司 A kind of track scale body and its installation method

Similar Documents

Publication Publication Date Title
US6070345A (en) Bucket tool for a power shovel
JPH08113901A (en) Layout structure of metal-made sleeper
JP2013083116A (en) Covering plate and connection structure of covering plate
JPH08113903A (en) Metal-made sleeper
JP2897813B2 (en) Metal sleepers
JP5239534B2 (en) Form ruler connection method
JP4471211B2 (en) Variable gutter and its laying method
KR102027125B1 (en) Temporary bridge and construction method there of
JP4890849B2 (en) Locking device for groove lid
JP4494157B2 (en) Earth retaining method using stake pile sheet pile and Messel steel plate
JPH0517961A (en) Stone piling retaining wall structure
JP4741926B2 (en) Connection structure of earth retaining panels of shafts
JP3657043B2 (en) PC block
JPH0593423A (en) Guide wall constructing pc slab and construction method of guide wall
CN216446529U (en) Vibrator attaching formwork device not prone to loosening
CN207739262U (en) Shaped steel top positioning device
JPS61186697A (en) Repairing of existing tunnel
CN220487100U (en) Reverse bank template device
JPH04254618A (en) Structure of stone masonary retaining wall
JP3665892B2 (en) Grating
GB2370062A (en) Base assembly for mounting a rail on a support structure
JPS5829696U (en) Basic version
JP4019270B2 (en) Groove lid interconnection structure
DE232462C (en)
JPH076210Y2 (en) Ripper point shank connection device