JP2507056Y2 - Crossing board - Google Patents

Crossing board

Info

Publication number
JP2507056Y2
JP2507056Y2 JP1991069457U JP6945791U JP2507056Y2 JP 2507056 Y2 JP2507056 Y2 JP 2507056Y2 JP 1991069457 U JP1991069457 U JP 1991069457U JP 6945791 U JP6945791 U JP 6945791U JP 2507056 Y2 JP2507056 Y2 JP 2507056Y2
Authority
JP
Japan
Prior art keywords
railroad crossing
foamed resin
plate
resin molded
molded body
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 - Lifetime
Application number
JP1991069457U
Other languages
Japanese (ja)
Other versions
JPH0522603U (en
Inventor
育弘 前
健司 佐々木
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.)
Sekisui Kasei Co Ltd
Original Assignee
Sekisui Kasei Co Ltd
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 Sekisui Kasei Co Ltd filed Critical Sekisui Kasei Co Ltd
Priority to JP1991069457U priority Critical patent/JP2507056Y2/en
Publication of JPH0522603U publication Critical patent/JPH0522603U/en
Application granted granted Critical
Publication of JP2507056Y2 publication Critical patent/JP2507056Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、鉄道の電線等の補修な
どに使用される工事用車両を軌道上に進入させるために
使用される踏切板に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a railroad crossing plate used for advancing a construction vehicle, which is used for repairing electric wires of railways, into a track.

【0002】[0002]

【従来の技術】近年、鉄道の修理や補修工事等の場所に
迅速に移動できるようにして、それらの工事をより早く
開始して迅速に完了させるために、トラックに軌道用の
車輪および軌道上でその車体を持ち上げるジャッキを設
けた工事用車両が使用されるようになってきている。
2. Description of the Related Art In recent years, tracks have been provided with wheels for tracks and on-tracks so that they can be quickly moved to places such as railway repairs and repair works, and those works can be started earlier and completed more quickly. Therefore, construction vehicles equipped with a jack for lifting the vehicle body have come to be used.

【0003】そのような工事用車両を軌道上に進入させ
るために、従来では、例えば図4に示すように、軌道2
1上をその工事用車両が横切ることのできるように、木
製などの枕木22を踏切板として用いており、その使用
方法は、適当な大きさに切断された枕木22を軌道21
を横切るように各線路を挟んで、前記工事用車両の左右
のタイヤ間隔に合わせて2列平行に並べ、さらに、工事
用車両をそれら枕木22上に乗り上げ易くするために、
それらの各両端側に傾斜を形成するように砕石23をそ
れぞれ積み上げていた。
In order to allow such a construction vehicle to enter the track, conventionally, as shown in FIG. 4, a track 2 is used.
A sleeper 22 made of wood or the like is used as a railroad crossing plate so that the construction vehicle can cross the top 1. The use method is that the sleeper 22 cut into an appropriate size is used for the track 21.
In order to sandwich each track so as to traverse, line up in parallel in two rows according to the left and right tire intervals of the construction vehicle, and to make it easier to climb the construction vehicle on the sleepers 22,
The crushed stones 23 were piled up so as to form an inclination on each end side thereof.

【0004】[0004]

【考案が解決しようとする課題】ところが、上記のよう
な枕木22を用いるのでは、その重量が重いため、運
搬、設置の作業に手間がかかり、また、作業中にそのよ
うな枕木22を足の上に落とすと、大きなケガにつなが
るという問題を生じている。
However, the use of the above-mentioned sleepers 22 is heavy, so that it takes a lot of time to carry and install the sleepers 22. Dropping it on top of it causes serious injury.

【0005】[0005]

【課題を解決するための手段】本考案の踏切板は、上記
課題を解決するために、工事用車両を載置しうる強度を
備える発泡樹脂成形体が、鉄道等の軌道の高さに応じた
略直方体形状に成形され、上記発泡樹脂成形体の底面に
支え板が貼り付けられていることを特徴としている。
In order to solve the above-mentioned problems, a railroad crossing plate of the present invention has a foamed resin molded body having a strength capable of mounting a construction vehicle depending on the height of a railroad track or the like. It is characterized in that it is molded into a substantially rectangular parallelepiped shape, and a support plate is attached to the bottom surface of the foamed resin molded body.

【0006】[0006]

【作用】上記の構成によれば、発泡樹脂成形体の底面に
支え板が貼り付けられているので、軌道に敷き詰められ
ている砕石などの凹凸による発泡樹脂成形体の変形が防
止されることから、工事用車両を載置する踏切板として
用いることができる。これにより、踏切板が主に発泡樹
脂から成るので、その踏切板を従来より軽量なものとす
ることができる。
According to the above construction, since the support plate is attached to the bottom surface of the foamed resin molded body, deformation of the foamed resin molded body due to unevenness such as crushed stones spread on the track is prevented. It can be used as a railroad crossing plate on which a construction vehicle is placed. Thus, since the railroad crossing plate is mainly made of foamed resin, the railroad crossing plate can be made lighter than the conventional one.

【0007】[0007]

【実施例】本考案の一実施例について図1ないし図3に
基づいて説明すれば、以下の通りである。踏切板には、
図1に示すように、2種の踏切板が使用され、それぞれ
を外側用踏切板1、内側用踏切板2と呼び、外側用踏切
板1には、成形性や圧縮強度に優れた発泡樹脂であるス
チレン改質ポリエチレン発泡樹脂を略直方体形状に成形
した発泡樹脂成形体1aが使用され、その形状は、長さ
1400mm、幅 500mm、長さ方向一端から長さ1000mmまでは
高さ 150mmであって、そこから、発泡樹脂成形体1aが
さらに長さ方向に延びるにつれ、その高さが直線状に、
長さ方向での端面での高さが40mmまで低くなる傾斜部1
bを備えている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The following will describe one embodiment of the present invention with reference to FIGS. On the crossing board,
As shown in FIG. 1, two types of railroad crossing plates are used, and they are called outer railroad crossing plate 1 and inner railroad crossing plate 2, respectively. The outer railroad crossing plate 1 has a foamed resin excellent in moldability and compression strength. A foamed resin molded body 1a obtained by molding a styrene-modified polyethylene foamed resin which is a substantially rectangular parallelepiped shape is used, and its shape is a length.
The height is 1400 mm, the width is 500 mm, and the height from one end to 1000 mm is 150 mm. From there, the height becomes linear as the foamed resin molded body 1a further extends in the lengthwise direction.
Inclined part 1 where the height at the end face in the length direction decreases to 40 mm
b.

【0008】一方、内側用踏切板2には、長さ1000mm、
幅 500mm、高さ 150mmの直方体形状に成形された発泡樹
脂成形体2aが使用される。また、それら発泡樹脂成形
体1a・2aの底面のほぼ全面には、厚さ12mmの合板等
の支え板3がそれぞれ貼り付けられている。
On the other hand, the inside crossing plate 2 has a length of 1000 mm,
A foamed resin molded body 2a molded in a rectangular parallelepiped shape having a width of 500 mm and a height of 150 mm is used. A support plate 3 such as a plywood plate having a thickness of 12 mm is attached to almost the entire bottom surface of each of the foamed resin molded bodies 1a and 2a.

【0009】上記各発泡樹脂成形体1a・2aは、ポリ
エチレン樹脂粒子にスチレンモノマーを重合してスチレ
ン改質樹脂を得た後、そのスチレン改質樹脂に発泡剤を
含浸させた発泡性樹脂粒子を、成形型内に充填し、蒸気
などの加熱媒体により加熱し、所定発泡倍率に膨張させ
て得られるスチレン改質ポリエチレン発泡樹脂成形体
〔商品名:ピオセラン、積水化成品工業(株)製〕であ
る。
The foamed resin moldings 1a and 2a are obtained by polymerizing polyethylene resin particles with a styrene monomer to obtain a styrene modified resin, and then impregnating the styrene modified resin with a foaming agent. , A styrene-modified polyethylene foamed resin molded product (trade name: PIOCELAN, manufactured by Sekisui Plastics Co., Ltd.) that is obtained by filling a mold and heating it with a heating medium such as steam and expanding it to a predetermined expansion ratio. is there.

【0010】なお、上記実施例では、そのスチレン改質
ポリエチレン発泡樹脂の発泡倍率15倍の成形体(見掛け
比重、0.067g/cm3程度)を用いており、その圧縮強度
は、それを JIS K6767により測定したところ、規定ひ
ずみ10%で 3.5kg/cm2、規定ひずみ25%で 4.0kg/cm2
規定ひずみ50%で 5.1kg/cm2であった。
In the above examples, a molded product (apparent specific gravity, about 0.067 g / cm 3 ) of the styrene-modified polyethylene foamed resin having a foaming ratio of 15 times is used, and its compressive strength is JIS K6767. was measured by, 3.5 kg at a defined strain 10% / cm 2, 4.0kg / cm 2 at a prescribed strain of 25%,
It was 5.1 kg / cm 2 at the specified strain of 50%.

【0011】その上、発泡樹脂成形体1aに張りつけら
れた支え板3では、その幅方向に形成されて支え板3の
長さ方向両端にいたる直線状の幅10mmの隙間3aが、複
数、所定の間隔で相互に平行に設けられていて、よっ
て、発泡樹脂成形体1は、各隙間3a…によってより大
きな可撓性が付与されている。
Moreover, in the support plate 3 attached to the foamed resin molded body 1a, a plurality of linear gaps 10a each having a width of 10 mm are formed in the width direction of the support plate 3 and extend to both ends in the length direction of the support plate 3. Are provided in parallel with each other at intervals of, so that the foamed resin molded body 1 is provided with greater flexibility by the respective gaps 3a.

【0012】発泡樹脂成形体1a・2aには、所定の圧
縮強度、例えば2kg/cm2以上の圧縮強度(規定ひずみ、
25%)を備えた発泡樹脂成形体であれば、前記のスチレ
ン改質ポリエチレン発泡樹脂に限らず、エチレンまたは
プロピレンの単独重合体、エチレン−プロピレン、エチ
レン−酢酸ビニルの共重合体などのポリオレフィン系樹
脂、スチレン系樹脂などの発泡樹脂成形体を使用しても
よい。
The foamed resin moldings 1a and 2a have a predetermined compressive strength, for example, a compressive strength of 2 kg / cm 2 or more (specified strain,
25%) as long as it is a foamed resin molded product, not only the styrene-modified polyethylene foamed resin described above, but also a polyolefin-based resin such as ethylene or propylene homopolymer, ethylene-propylene, or ethylene-vinyl acetate copolymer. A foamed resin molding such as a resin or a styrene resin may be used.

【0013】また、支え板3としては、ベニヤ板等の合
板や木材の一枚板、あるいは、所定の強度を有するゴム
等からなる樹脂板を使用してもよい。
As the support plate 3, a plywood such as a veneer plate, a single plate of wood, or a resin plate made of rubber or the like having a predetermined strength may be used.

【0014】したがって、支え板3の見掛け比重が1g
/cm3程度で、各発泡樹脂成形体1a・2aの見掛け比重
が 0.1g/cm3程度であるので、外側踏切板1は17.5kg程
度に、また、内側踏切板2は13.5kg程度となる。
Therefore, the apparent specific gravity of the support plate 3 is 1 g.
/ In cm 3 or so, since the apparent specific gravity of the foamed resin molded body 1a · 2a is about 0.1 g / cm 3, the outer springboard 1 to about 17.5 kg, The inner springboard 2 is about 13.5kg .

【0015】このような上記踏切板の使用法としては、
図2に示すように、2個の外側用踏切板1・1を、鉄道
などの軌道4の各線路4a・4aの外側にほぼ直角にそ
れぞれ近接して、かつ、傾斜部1bが外側としてほぼ直
線上にそれぞれ枕木5や砕石6上に載置する。さらに、
2個の外側用踏切板1・1を、所定の間隔で平行にそれ
ぞれ同様に載置する。また、2個の内側用踏切板2・2
を、軌道4の内側に各線路4a・4aを挟んで、直線上
にそれぞれ載置された各外側用踏切板1・1間とやはり
直線上となるようにそれぞれ載置する。
The use of such a railroad crossing plate is as follows.
As shown in FIG. 2, the two outside railroad crossing plates 1 and 1 are close to the outsides of the railroad tracks 4 on the tracks 4a and 4a at substantially right angles, and the inclined portion 1b is almost outside. Place them on the sleepers 5 and the crushed stones 6 in a straight line. further,
The two outer crossing plates 1, 1 are similarly placed in parallel at predetermined intervals. Also, two inside crossing plates 2.2
Are placed on the inner side of the track 4 so as to be also on the straight line with the outer railroad crossing plates 1 and 1 placed on the straight lines with the lines 4a, 4a interposed therebetween.

【0016】このようにして軌道4を横切るように各踏
切板1・2が載置された後、図3に示すように、工事用
車両である工事用トラック7を一方の各外側用踏切板1
・1における傾斜部1bから乗り上げて、各外側用踏切
板1および内側用踏切板2上に進め、所定の位置、例え
ば軌道4を横切って跨ぐ位置まで進めると停止させる。
これらの踏切板1・2は、工事用トラック7の6本ある
タイヤの各踏切板1・2に対する総当接面積が2000cm2
程度であるので、4トン程度の重量まで耐えることがで
き、また、上記の工事用トラック7の総重量は3トン程
度であるので、上記踏切板1・2は充分にその重量に耐
えることができる。
After the railroad crossing plates 1 and 2 are placed so as to cross the track 4 in this way, as shown in FIG. 3, one of the outer railroad crossing plates is attached to the construction truck 7 which is a construction vehicle. 1
The vehicle 1 rides up from the inclined portion 1b in 1 and advances to each of the outside railroad crossing plate 1 and the inside railroad crossing plate 2, and stops when it advances to a predetermined position, for example, a position across the track 4.
These railroad crossings 1 and 2 have a total contact area of 2000 cm 2 with respect to the respective railroad crossings 1 and 2 of the six tires of the construction truck 7.
Since the construction truck 7 can bear a weight of about 4 tons, and the total weight of the construction truck 7 is about 3 tons, the railroad crossing plates 1 and 2 can sufficiently bear the weight. it can.

【0017】その後は図示しないが、工事用トラック7
の下部中央部に設けたジャッキで、その工事用トラック
7を軌道4上に固定して、架線や信号機などの修理や補
修工事を行う。このとき、工事用トラック7の重量は各
踏切板1・2にはかかっていない。
Although not shown thereafter, the construction truck 7
The construction truck 7 is fixed on the track 4 with a jack provided in the lower central portion of the above, and repairs and repair work for overhead lines and traffic signals are performed. At this time, the weight of the construction truck 7 is not applied to each of the level crossing plates 1 and 2.

【0018】このようにして踏切板が使用され、工事用
トラック7の入ることのできる位置であれば、どのよう
な軌道4上にも、上記の各踏切板1・2を用いて工事用
トラック7を移動させることが可能となる。
In this way, the railroad crossing plate is used, and at any position where the construction truck 7 can enter, the above-mentioned railroad crossing plates 1 and 2 are used on any track 4 to construct the construction truck. 7 can be moved.

【0019】ところで、従来では、踏切板として木製等
の枕木を用いていたため、その重量が重く、踏切板の運
搬や設置に手間取り、その上、その設置等の作業中に、
例えば足の上にその踏切板を落としたりすると、大きな
ケガに繋がり易かった。
By the way, in the past, since sleepers such as wood were used as the railroad crossing plates, the weight thereof was heavy, and it took time to transport and install the crossing rails.
For example, if the railroad crossing plate was dropped on the foot, it could easily lead to a large injury.

【0020】しかしながら、上記実施例の踏切板では、
その重量が約1/7であり、作業員による各踏切板1・
2の運搬や設置は容易なものとなり、また、そのような
軽量の踏切板1・2を、作業中、万が一例えば足の上に
落としても、大きなケガに至ることが低減される。
However, in the level crossing plate of the above embodiment,
The weight is about 1/7, and each railroad crossing board 1
It is easy to carry and install the crossing 2, and even if such a lightweight crossing plate 1 or 2 is dropped on the foot, for example, during work, a serious injury is reduced.

【0021】その上、各踏切板1・2の底面に支え板3
が貼り付けられているので、砕石6上のように平面では
なく凸凹形状の面に各踏切板1・2が載置されても、各
発泡樹脂成形体1a・2a部分が変形したり、割れたり
することはない。また、外側用踏切板1の支え板3に
は、隙間3a…が設けられているため、外側用踏切板1
は可撓性に優れ、砕石6上や枕木5と砕石6との境目の
ように不陸にも追随できるものとなっている。よって、
各踏切板1・2は、従来より使用勝手の良いものとなっ
ている。
In addition, a support plate 3 is provided on the bottom of each railroad crossing plate 1 and 2.
Since each of the crossing plates 1 and 2 is placed on an uneven surface instead of a flat surface like the crushed stone 6, each foamed resin molded body 1a and 2a is deformed or cracked. There is nothing to do. Further, since the support plate 3 of the outer railroad crossing plate 1 is provided with the gaps 3a, ...
Is excellent in flexibility and can follow unevenly like the boundary between the crushed stone 6 and the sleeper 5 and the crushed stone 6. Therefore,
The railroad crossing plates 1 and 2 are more convenient than ever before.

【0022】なお、各発泡樹脂成形体1a・2aおよび
支え板3から成る踏切板1・2の形状は、上記のように
限定されるものではなく、作業員が運搬できる大きさお
よび重さの範囲内で、線路4a・4a間の距離や高さに
応じて変更できる。
The shape of the railroad crossing plates 1 and 2 composed of the foamed resin molded bodies 1a and 2a and the support plate 3 is not limited to the above-described one, and is of a size and weight that can be carried by an operator. Within the range, it can be changed according to the distance and height between the lines 4a and 4a.

【0023】さらに、各踏切板1・2の上面に、支え板
3と同様な板を張りつけた構成としてもよい。このよう
な構成とすることにより、各踏切板1・2に掛かる工事
用トラック7等の重量が分散されるため、より多くの重
量を支えることができ、各踏切板1・2の適用範囲を拡
大することが可能となる。
Further, a plate similar to the support plate 3 may be attached to the upper surface of each of the level crossing plates 1 and 2. With such a configuration, the weight of the construction truck 7 or the like hanging on each railroad crossing plate 1 or 2 is dispersed, so that more weight can be supported, and the applicable range of each railroad crossing plate 1 or 2 can be supported. It is possible to expand.

【0024】[0024]

【考案の効果】本考案の踏切板は、以上のように、工事
用車両を載置しうる強度を備える発泡樹脂成形体が、鉄
道等の軌道の高さに応じた略直方体形状に成形され、上
記発泡樹脂成形体の底面に支え板が貼り付けられている
構成である。
As described above, in the crossing plate of the present invention, the foamed resin molded body having the strength capable of mounting the construction vehicle is molded into a substantially rectangular parallelepiped shape corresponding to the height of the railroad track. A support plate is attached to the bottom surface of the foamed resin molded body.

【0025】それゆえ、踏切板が主に発泡樹脂から成る
ので、その踏切板を従来より軽量なものとすることがで
きる。この結果、踏切板の運搬、設置の作業を容易なも
のとすることができるという効果を奏し、さらに、その
作業中において踏切板を、万一、例えば足の上に落とし
ても、それによって大きなケガに至るということが減少
するという効果も奏する。
Therefore, since the railroad crossing plate is mainly made of foamed resin, the railroad crossing plate can be made lighter than the conventional one. As a result, there is an effect that the work of transporting and installing the railroad crossing plate can be facilitated. Furthermore, even if the railroad crossing plate is dropped on the foot during the work, it is possible to make a big noise. It also has the effect of reducing the chance of injury.

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

【図1】本考案の踏切板の斜視図である。FIG. 1 is a perspective view of a railroad crossing plate of the present invention.

【図2】軌道上に載置された上記踏切板の斜視図であ
る。
FIG. 2 is a perspective view of the railroad crossing plate placed on a track.

【図3】工事用車両を乗せた上記踏切板の斜視図であ
る。
FIG. 3 is a perspective view of the railroad crossing plate on which a construction vehicle is placed.

【図4】従来の踏切板の斜視図である。FIG. 4 is a perspective view of a conventional railroad crossing plate.

【符号の説明】[Explanation of symbols]

1a 発泡樹脂成形体 2a 発泡樹脂成形体 3 支え板 1a foamed resin molded body 2a foamed resin molded body 3 support plate

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】工事用車両を載置しうる強度を備える発泡
樹脂成形体が、鉄道等の軌道の高さに応じた略直方体形
状に成形され、上記発泡樹脂成形体の底面に支え板が貼
り付けられていることを特徴とする踏切板。
1. A foamed resin molded body having a strength capable of mounting a construction vehicle is molded into a substantially rectangular parallelepiped shape corresponding to the height of a railroad track, and a support plate is provided on the bottom surface of the foamed resin molded body. A railroad crossing board characterized by being attached.
JP1991069457U 1991-08-30 1991-08-30 Crossing board Expired - Lifetime JP2507056Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991069457U JP2507056Y2 (en) 1991-08-30 1991-08-30 Crossing board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991069457U JP2507056Y2 (en) 1991-08-30 1991-08-30 Crossing board

Publications (2)

Publication Number Publication Date
JPH0522603U JPH0522603U (en) 1993-03-23
JP2507056Y2 true JP2507056Y2 (en) 1996-08-14

Family

ID=13403202

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991069457U Expired - Lifetime JP2507056Y2 (en) 1991-08-30 1991-08-30 Crossing board

Country Status (1)

Country Link
JP (1) JP2507056Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018188881A (en) * 2017-05-09 2018-11-29 サコス株式会社 Crossing mat

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5647541B2 (en) * 2011-02-24 2014-12-24 積水化成品工業株式会社 Temporary road for railway construction and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018188881A (en) * 2017-05-09 2018-11-29 サコス株式会社 Crossing mat

Also Published As

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JPH0522603U (en) 1993-03-23

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