JPH0827708A - Railroad crossing construction - Google Patents

Railroad crossing construction

Info

Publication number
JPH0827708A
JPH0827708A JP16343894A JP16343894A JPH0827708A JP H0827708 A JPH0827708 A JP H0827708A JP 16343894 A JP16343894 A JP 16343894A JP 16343894 A JP16343894 A JP 16343894A JP H0827708 A JPH0827708 A JP H0827708A
Authority
JP
Japan
Prior art keywords
steel
shaped steel
shaped
sleeper
railroad crossing
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.)
Granted
Application number
JP16343894A
Other languages
Japanese (ja)
Other versions
JP3563447B2 (en
Inventor
Yutaka Masuda
裕 升田
Suzutome Mitsugi
鈴留 三次
Takanori Ojiri
孝則 小尻
Isamu Hotta
勇 堀田
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 Steel Nisshin Co Ltd
Original Assignee
Nisshin Steel 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 Nisshin Steel Co Ltd filed Critical Nisshin Steel Co Ltd
Priority to JP16343894A priority Critical patent/JP3563447B2/en
Publication of JPH0827708A publication Critical patent/JPH0827708A/en
Application granted granted Critical
Publication of JP3563447B2 publication Critical patent/JP3563447B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To reduce the number of part items, reduce cost by using standard parts, provide strength and durability, and also facilitate dismounting and remounting. CONSTITUTION:Wooden sleepers 12 are laid down on ballast at specified intervals, and rails 13 are provided on them in parallel with each other. Also a checkered plate 15 at the rear of which an I-shaped steel 14 is welded is arranged between the tracks, and a checkered plate 21 to which an I-shaped steel 14 is welded is arranged on the outside of the tracks. These checkered plates 15 and 21 are positioned in approximately the same level as a road surface 19 and the track 13, respectively. Then a retainer 16 is clamped on the adjacent I-shaped steel 14, and a screw spike 18 is screwed into the sleepers 12 through the retainer 16 using a wrench passed through a screw hole 17 formed in the checkered plates 15 and 21 so as to fix the I-shaped steel 14 on the sleepers. After the I-shaped steel has been fixed, a cover is put on the screw hole 17.

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、道路を横切って敷設さ
れる鉄道軌道や、地上走行型のクレーン軌道等と道路と
の交差点における踏切構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a railroad track laid across a road or a railroad crossing structure at an intersection of a ground-traveling crane track or the like and a road.

【0002】[0002]

【従来技術】踏切は通常、図1に示すように軌条1間及
び軌条1の外側に軌条1とほゞ同じ高さの角材2を敷設
し、止め釘3を打ち込んで枕木4に固定した構造をなし
ており、トラック等踏切を通る車両から軌条上に落下し
た物で脱線するのを防止するため、軌条1の内側には護
輪軌条5を設けたものが多く、また近年では大型車両の
通過や、一旦停止後の再加速によって摩耗し易い角材を
保護するため、角材2上に縞鋼板6を被せることも行わ
れている。
2. Description of the Related Art Usually, a railroad crossing has a structure in which, as shown in FIG. 1, a square bar 2 having a height substantially the same as that of the rail 1 is laid between the rails 1 and on the outer side of the rail 1, and a peg 3 is driven in and fixed to a sleeper 4. In order to prevent derailment due to objects falling on rails from vehicles passing through railroad crossings such as trucks, there are many cases where wheel guard rails 5 are provided inside the rails 1 In order to protect a square bar that is easily worn by passing or re-accelerating after being temporarily stopped, a strip steel plate 6 is covered on the square bar 2.

【0003】踏切構造としてはこのほか、特公平5−6
3563号に鋼製枕木に係止溝付き金具と軌条締結装置
を溶着したのち、伏臥溝形鋼を溝付き金具に弾性嵌入
し、ついで舗装鋼板を伏臥溝形鋼上に被せて止着金具に
より係止溝付き金具と舗装鋼板を締結した構造の踏切が
開示されている。
As for the level crossing structure, Japanese Patent Publication No. 5-6
After welding the metal fittings with the locking groove and the rail fastening device to the steel sleeper in No. 3563, the prone groove steel was elastically fitted into the metal fittings, and then the pavement steel plate was put on the prone groove steel and the fastening metal fitting was used. A railroad crossing having a structure in which a metal fitting with a locking groove and a pavement steel plate are fastened is disclosed.

【0004】[0004]

【発明が解決しようとする課題】軌条間及び軌条外側に
角材を敷設した前者の踏切では、車両通過時に角材一本
一本に作用する力により角材を固定する止め釘が弛み、
角材が浮き上がったり、縞鋼板が捲くれることにより踏
切補修頻度が増加し、その結果、補修費が増加したり、
列車、車両等の通行を阻害し、またこれらの通行により
補修作業員の安全上の問題を有していた。
In the former railroad crossing in which square bars are laid between the rails and outside the rails, the pegs for fixing the square bars loosen due to the force acting on each of the square bars when the vehicle passes,
The frequency of railroad crossing repairs increases due to the lifting of square timbers and the winding of striped steel plates, resulting in an increase in repair costs.
This obstructs the passage of trains and vehicles, and these passages pose a safety problem for repair workers.

【0005】一方、後者の踏切構造では、係止溝付金
具、伏臥溝形鋼等特殊な構造ないし形状の部品を必要と
するため、コスト高となり、また伏臥溝形鋼は、弾力性
を利用して係止溝付金具に嵌めるため、特殊な施工、工
具を必要とする。しかも踏切内の軌道が曲線であった
り、踏切内に分岐器の一部が掛かっている場合、踏切板
の形状を成形するのが困難である。本発明は、上記の問
題を解消することを目的としてなされたもので、部品点
数が少なくて特殊な構造の部品を必要とせず、堅固で耐
久性のある踏切構造と、その施工法を提供しようとする
ものである。
On the other hand, the latter railroad crossing structure requires parts having a special structure or shape such as a metal fitting with a locking groove and a prone groove steel, which results in a high cost, and the prone groove steel utilizes elasticity. Since it is fitted into the metal fitting with the locking groove, special construction and tools are required. Moreover, when the track in the railroad crossing is curved or a part of the turnout is hung inside the railroad crossing, it is difficult to shape the shape of the railroad crossing plate. The present invention has been made for the purpose of solving the above problems, and provides a sturdy and durable railroad crossing structure with a small number of parts and no need for parts having a special structure, and a construction method thereof. It is what

【0006】本発明の踏切構造はそのため、枕木と、枕
木上に固定される軌条と、軌条間と軌条外側の枕木上に
配置され、止着手段によって固定される形鋼と、形鋼上
に固定手段によって固定される鋼板とよりなることを特
徴とする。枕木上に形鋼を固定する止着手段としては、
例えば枕木が鋼製である場合、溶接、木製である場合に
は形鋼に形成される段付孔を通して枕木に捩込まれる止
ネジ、隣接する形鋼間に掛け渡され、形鋼を押える押え
金及び押え金を枕木に止着する止ネジ等を例示すること
ができる。
Therefore, the railroad crossing structure of the present invention has the following features: sleepers, rails fixed on the sleepers, shaped steels arranged on the sleepers between the rails and outside the rails and fixed by fastening means, and on the shaped steels. It is characterized by comprising a steel plate fixed by a fixing means. As a fastening means for fixing the shaped steel on the sleepers,
For example, if the sleeper is made of steel, welding, if it is wooden, a set screw that is screwed into the sleeper through a stepped hole formed in the shaped steel, a presser foot that is stretched between adjacent shaped steels and presses the shaped steel. A set screw or the like for fixing the gold and the presser foot to the sleeper can be exemplified.

【0007】形鋼上に鋼板を固定する固定手段として
は、例えば溶接、形鋼と鋼板を連結するネジ、ボルト等
の止め具、鋼板の裏側に平行に突設され、形鋼が嵌合す
る突起等を例示することができる。本発明で用いられる
形鋼としては、好ましくは枕木及び鋼板への接触面積が
大きなI形鋼が用いられる。
As a fixing means for fixing the steel plate on the shaped steel, for example, welding, a screw for connecting the shaped steel and the steel plate, a stopper such as a bolt, or the like is provided so as to project parallel to the back side of the steel plate and the shaped steel fits. A protrusion or the like can be exemplified. As the shaped steel used in the present invention, I-shaped steel having a large contact area with the sleeper and the steel plate is preferably used.

【0008】上述する踏切構造の施工法は、鋼製枕木上
に軌条を固定すると共に、軌条間と軌条外側に形鋼を配
置して溶接により固定し、ついで形鋼上に鋼板を被せて
形鋼に溶接してなるもので、形鋼との溶接は、鋼板の側
端面と形鋼端面とのスポット溶接、鋼板に形成した孔に
肉盛りして溶接するプラグ溶接などを例示することがで
きる。
The method of constructing the railroad crossing structure described above is such that the rails are fixed on the steel sleepers, the shape steels are arranged between the rails and outside the rails and fixed by welding, and then the steel shapes are covered on the shape steels. It is made by welding to steel, and examples of the welding with the shaped steel include spot welding between the side end surface of the steel sheet and the shaped steel end surface, plug welding in which the holes are formed in the steel sheet and welded. .

【0009】別の施工法は、木製枕木上に軌条を固定す
ると共に、軌条間と軌条外側に形鋼を配設して形鋼に形
成される段付孔を通して枕木に止ネジを捩込むか、或い
は隣接する形鋼同志を押え板と、押え板を通して枕木に
捩込んだ止ネジにて止着し、ついで形鋼上に鋼板を被せ
て形鋼に溶接」してなるもので、形鋼との溶接は上記と
同様にして行われる。
Another construction method is to fix the rail on the wooden sleepers, and dispose the shaped steel between the rails and on the outside of the rails and screw the set screws into the sleepers through the stepped holes formed in the shaped steel. Alternatively, the adjacent shaped steels are fastened to each other with the holding plate and the set screw screwed into the sleeper through the holding plate, and then the shaped steel is covered with the steel plate and welded to the shaped steel. The welding with and is performed in the same manner as above.

【0010】更に別の施工法は、上述の施工法におい
て、形鋼上に鋼板を溶接する代わりに鋼板と形鋼を止ネ
ジ或いはボルト等の止め具にて連結する方法が用いられ
る。更に別の施工法は、鋼板の裏側に形鋼を溶接にて固
定すると共に、形鋼間の鋼板にネジ込み孔を形成し、枕
木上に形鋼を介して装着したのち、隣接する形鋼間に押
え金を掛け渡して取付け、鋼板のネジ込み孔を通して押
え金を枕木に止めネジにて止着することを特徴とする。
As another construction method, in the construction method described above, instead of welding the steel plate on the shape steel, a method of connecting the steel plate and the shape steel with a fastener such as a set screw or a bolt is used. Yet another construction method is to fix the shaped steel to the back side of the steel sheet by welding, form a screw hole in the steel sheet between the shaped steels, and mount it on the sleeper via the shaped steel, and then It is characterized in that a presser foot is hung across and attached, and the presser foot is fixed to the sleeper with a set screw through a screw hole of a steel plate.

【0011】[0011]

【作用】枕木と軌条のほか、基本的には形鋼と鋼板があ
ればよいため、部品点数が少なく、しかも枕木上に固定
される形鋼及び鋼板は共に一般的な鋼材で、特殊構造の
部品ではないため安価であり、また剛製が大で、鋼板上
を通過する車両によって変形しにくい。
[Function] In addition to the sleepers and rails, basically there is only need for shaped steel and steel plates, so the number of parts is small, and the shaped steel and steel plates fixed on the sleepers are both general steel materials and have a special structure. Since it is not a part, it is inexpensive and largely rigid, so it is not easily deformed by a vehicle passing over a steel plate.

【0012】また形鋼としてI形鋼を用いれば、枕木と
の接触面積が大きいため、取付状態に安定性があり、ま
た形鋼と枕木及び形鋼と鋼板が止着手段及び固定手段に
よって着脱できるようにした場合、取換えや補修作業が
容易かつ簡単にできるようになる。
Further, when the I-shaped steel is used as the shaped steel, the contact area with the sleeper is large, so that the mounting state is stable, and the shaped steel and the sleeper and the shaped steel and the steel plate are attached and detached by the fastening means and the fixing means. If it is possible, replacement and repair work can be performed easily and easily.

【0013】[0013]

【実施例】バラス11上には、木製の枕木12が一定間
隔で敷設され、その上に直交して軌条13が並設されて
いる。軌条13間には、裏面にI型鋼14を溶接により
固着して並設し、かつ軌条間より若干狭い幅の縞鋼板1
5が軌条13と一定の間隔を存して配置され、押え金1
6を隣接するI型鋼14間に掛け渡して取付けたのち、
I型鋼間の縞鋼板15に形成されるネジ込み孔17を通
してレンチによりスクリュースパイキ18を捩込み、押
え金16を枕木12に止着してなるもので、軌条13の
両外側には同じく裏面に一対のI型鋼14を溶接により
固着して並設し、かつ道路面19と軌条13間とほゞ同
一幅の縞鋼板21が道路面19との間に配置され、隣接
するI型鋼14間に同じく押え金16を掛け渡して取付
けたのち、縞鋼板21に形成されるネジ込み孔17を通
してレンチによりスクリュースパイキ18を捩込み、押
え金16を枕木12に止着しており、各縞鋼板15及び
21は道路面19及び軌条13とほゞ同一レベルをなす
ようにしてある。
EXAMPLE Wooden sleepers 12 are laid at regular intervals on a ballast 11, and rails 13 are arranged in parallel on them. Between the rails 13, an I-shaped steel 14 is fixed on the back surface by welding and arranged side by side, and a striped steel plate 1 having a width slightly narrower than the rails.
5 is arranged with a certain distance from the rail 13, and the presser foot 1
After mounting 6 by straddling it between the adjacent I type steels 14,
The screw spike 18 is screwed in with a wrench through the screw holes 17 formed in the striped steel plate 15 between the I-shaped steels, and the presser foot 16 is fixed to the sleeper 12. A pair of I-type steels 14 are fixed by welding and arranged in parallel, and a striped steel plate 21 between the road surface 19 and the rail 13 and about the same width is arranged between the road surface 19 and between the adjacent I-shaped steels 14. Similarly, after attaching the presser foot 16 and attaching it, the screw spike 18 is screwed in with a wrench through the screw hole 17 formed in the striped steel plate 21, and the presser foot 16 is fixed to the sleeper 12. 21 and 21 are substantially level with the road surface 19 and the rail 13.

【0014】以上のように構成されるブロックが踏切の
長さに応じて1ないし複数設置される。図3に示す符号
23は、縞鋼板15及び21のネジ込み孔17に装入し
て取付けられる蓋である。本実施例では、蓋23を取
り、ネジ込み孔17を通してスクリュウースパイキ18
を取外すことにより、縞鋼板15及び21がI型鋼14
ごとに取外され、その補修や取換えを行うことができ
る。
One or a plurality of blocks configured as described above are installed according to the length of the level crossing. Reference numeral 23 shown in FIG. 3 is a lid that is inserted into and attached to the screw holes 17 of the striped steel plates 15 and 21. In this embodiment, the lid 23 is removed and the screw spike 18 is passed through the screw hole 17.
By removing the striped steel plates 15 and 21, the I-shaped steel 14
It can be removed and repaired or replaced.

【0015】なお、図示する実施例では、I型鋼14が
縞鋼板15に四本、縞鋼板21に二本並設されている
が、これ以外の複数のI型鋼を並設してもよく、またI
型鋼の一側のみならず、両側を押え金で支持するように
してもよい。別の実施例の踏切では、枕木上にI型鋼を
配置したのち、各I型鋼を上記実施例と同様、スクリュ
ースパイキの捩込みにより押え金で止着し、ついでI型
鋼上に縞鋼板を載せたのち、I型鋼に対応する位置に形
成した孔に肉盛り溶接することにより構成される。
In the illustrated embodiment, four I-shaped steels 14 are arranged in parallel on the striped steel plate 15 and two I-shaped steels are arranged on the striped steel plate 21 in parallel, but a plurality of other I-shaped steels may be arranged in parallel. Also I
Not only one side of the shape steel but also both sides may be supported by the presser foot. In the railroad crossing of another embodiment, after arranging the I-shaped steels on the sleepers, each I-shaped steel is fixed with a presser foot by screwing in a screw spike like the above-mentioned embodiment, and then a striped steel plate is placed on the I-shaped steel. After that, it is constructed by overlay welding in a hole formed at a position corresponding to the I-type steel.

【0016】本実施例においては、枕木上にI型鋼、つ
いで縞鋼板と順番に取付けることができ、ネジ込み孔や
ネジ込み孔を塞ぐ蓋を省くことができる。
In this embodiment, the I-shaped steel and then the striped steel plate can be sequentially mounted on the sleepers, and the screw holes and the lid for closing the screw holes can be omitted.

【0017】[0017]

【発明の効果】本発明は以上のように構成され、次のよ
うな効果を奏する。請求項1記載の踏切構造によれば、
枕木、軌条、形鋼、鋼板及びそれらの止着並びに固定手
段で構成され、部品点数が少ないうえ、枕木や軌条はも
とより形鋼や鋼板は一般的な部品であるため、安価に提
供することができるほか、形鋼の曲げ加工をすることに
より、曲線の踏切に対しても容易に対処することがで
き、また剛性が大で、頑丈であるため耐久性があり、補
修頻度を少なくすることができるばかりではなく、脱線
防止のための護輪軌条を省くことができる。
The present invention is configured as described above and has the following effects. According to the level crossing structure of claim 1,
Consists of sleepers, rails, shaped steels, steel plates and their fastening and fixing means, and has a small number of parts.Besides sleepers and rails, shaped steels and steel plates are general parts, so they can be provided at low cost. In addition, by bending the shaped steel, it is possible to easily cope with curved railroad crossings, and because it has high rigidity and is sturdy, it is durable and can be repaired less frequently. Not only can this be done, but the guard rail for preventing derailment can be omitted.

【0018】請求項2記載の踏切構造のように、形鋼に
I型鋼を用いれば、枕木や鋼板との接触面積が大きくな
り、安定性が増すと共に、枕木の損傷を少なくすること
ができる。請求項3記載の施工法によれば、溶接により
踏切を堅固な構造のものとすることができ、また枕木上
にI型鋼、ついで鋼板と順番に固定していくことができ
る。
When the I-shaped steel is used for the shaped steel as in the railroad crossing structure according to the second aspect, the contact area with the sleeper or the steel plate is increased, the stability is increased, and the damage to the sleeper can be reduced. According to the construction method of the third aspect, the railroad crossing can be made to have a solid structure by welding, and the I-shaped steel and then the steel plate can be sequentially fixed on the sleeper.

【0019】請求項4記載の施工法によれば、木製の枕
木上に形鋼を止着し、ついで鋼板を溶着することによ
り、枕木上に形鋼と鋼板を順番に固定することができ
る。また、枕木が木製であるため、軌道回路の短絡のト
ラブルを少なくすることができる。請求項5記載の施工
法によれば、形鋼上に鋼板を容易に脱着することができ
る。
According to the construction method of the fourth aspect, the shaped steel and the steel plate can be fixed in order on the sleeper by fixing the shaped steel on the wooden sleeper and then welding the steel plate. Further, since the sleepers are made of wood, it is possible to reduce the trouble of short circuit of the track circuit. According to the construction method of claim 5, the steel plate can be easily attached to and detached from the shaped steel.

【0020】請求項6記載の施工法によれば、鋼板を形
鋼と共に枕木上に容易に脱着することができる。
According to the construction method of the sixth aspect, the steel plate can be easily attached and detached on the sleeper together with the shaped steel.

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

【図1】 従来の踏切構造の断面図。FIG. 1 is a cross-sectional view of a conventional railroad crossing structure.

【図2】 本発明に係る踏切構造の断面図。FIG. 2 is a sectional view of a railroad crossing structure according to the present invention.

【図3】 蓋の斜視図。FIG. 3 is a perspective view of a lid.

【符号の説明】[Explanation of symbols]

12・・・枕木 13・・・軌条 14・・・I型鋼 15、21・・・
縞鋼板 16・・・押え金 17・・・ネジ込
み孔 18・・・スクュースパイキ 19・・・道路面 23・・・蓋
12 ... Sleepers 13 ... Rails 14 ... I-shaped steel 15, 21 ...
Striped steel plate 16 ・ ・ ・ Presser foot 17 ・ ・ ・ Screw hole 18 ・ ・ ・ Shoe spike 19 ・ ・ ・ Road surface 23 ・ ・ ・ Lid

───────────────────────────────────────────────────── フロントページの続き (72)発明者 堀田 勇 広島県呉市昭和町11番1号 日新製鋼株式 会社呉製鉄所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Isamu Hotta 11-1 Showa-cho, Kure City, Hiroshima Prefecture Nisshin Steel Co., Ltd. Kure Works

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 枕木と、枕木上に固定される軌条と、軌
条間と軌条外側の枕木上に配置され、止着手段によって
固定される形鋼と、形鋼上に固定手段によって固定され
る鋼板とよりなることを特徴とする踏切構造。
1. A sleeper, a rail fixed on the sleeper, a shaped steel arranged on the sleeper between the rails and on the outside of the rail and fixed by a fastening means, and fixed on the shaped steel by a fixing means. Railroad crossing structure characterized by being made of steel plate.
【請求項2】 形鋼はI形鋼である請求項1記載の踏切
構造。
2. The railroad crossing structure according to claim 1, wherein the shaped steel is an I-shaped steel.
【請求項3】 鋼製枕木上に軌条を固定すると共に、軌
条間と軌条外側に形鋼を配置して溶接により固定し、つ
いで形鋼上に鋼板を被せて形鋼に溶接することを特徴と
する請求項1記載の踏切構造の施工法。
3. A method of fixing a rail on a steel sleeper, arranging shaped steel between the rails and on the outside of the rail and fixing them by welding, and then covering the shaped steel with a steel plate and welding it to the shaped steel. The method for constructing a railroad crossing structure according to claim 1.
【請求項4】 木製枕木上に軌条を固定すると共に、軌
条間と軌条外側に形鋼を配設して形鋼に形成される段付
孔を通して枕木に止ネジを捩込むか、或いは隣接する形
鋼同志を押え板と、押え板を通して枕木に捩込んだ止ネ
ジにて止着し、ついで形鋼上に鋼板を被せて形鋼に溶接
することを特徴とする請求項1記載の踏切構造の施工
法。
4. A rail is fixed on a wooden sleeper, and shaped steel is arranged between the rails and on the outside of the rail, and a set screw is screwed into or adjacent to the sleeper through a stepped hole formed in the shaped steel. 2. The railroad crossing structure according to claim 1, wherein the shaped steel members are fastened to the holding plate by means of a set screw screwed into the sleeper through the holding plate, and then the shaped steel is covered with a steel plate and welded to the shaped steel. Construction method.
【請求項5】 形鋼上に鋼板を溶接する代わりに鋼板と
形鋼を止ネジ或いはボルト等の止め具にて連結する請求
項2又は3記載の踏切構造の施工法。
5. The method for constructing a railroad crossing structure according to claim 2, wherein instead of welding the steel plate on the shaped steel, the steel plate and the shaped steel are connected by a fastener such as a set screw or a bolt.
【請求項6】 鋼板の裏側に形鋼を溶接にて固定すると
共に、形鋼間の鋼板にネジ込み孔を形成し、枕木上に形
鋼を介して装着したのち、隣接する形鋼間に押え金を掛
け渡して取付け、鋼板のネジ込み孔を通して押え金を枕
木に止めネジにて止着することを特徴とする請求項1記
載の踏切構造の施工法。
6. The shaped steel is fixed to the back side of the steel sheet by welding, screw holes are formed in the steel sheet between the shaped steels, and the shaped steels are mounted on the sleeper via the shaped steels, and then between the adjacent shaped steels. 2. The method for constructing a railroad crossing structure according to claim 1, wherein the presser foot is attached by straddling the presser foot, and the presser foot is fixed to the sleeper with a set screw through a screw hole of the steel plate.
JP16343894A 1994-07-15 1994-07-15 Construction method of railroad crossing structure Expired - Fee Related JP3563447B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16343894A JP3563447B2 (en) 1994-07-15 1994-07-15 Construction method of railroad crossing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16343894A JP3563447B2 (en) 1994-07-15 1994-07-15 Construction method of railroad crossing structure

Publications (2)

Publication Number Publication Date
JPH0827708A true JPH0827708A (en) 1996-01-30
JP3563447B2 JP3563447B2 (en) 2004-09-08

Family

ID=15773896

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16343894A Expired - Fee Related JP3563447B2 (en) 1994-07-15 1994-07-15 Construction method of railroad crossing structure

Country Status (1)

Country Link
JP (1) JP3563447B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947565A (en) * 2015-06-29 2015-09-30 广东韶钢松山股份有限公司 Construction technology for forming railway crossing by pouring of concrete
KR20210099447A (en) * 2020-02-04 2021-08-12 이순구 Apparatus for reinforcing railwail using i-beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104947565A (en) * 2015-06-29 2015-09-30 广东韶钢松山股份有限公司 Construction technology for forming railway crossing by pouring of concrete
KR20210099447A (en) * 2020-02-04 2021-08-12 이순구 Apparatus for reinforcing railwail using i-beam

Also Published As

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