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JPH0823122B2 - Railroad crossing structure - Google Patents
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JPH0823122B2 - Railroad crossing structure - Google Patents

Railroad crossing structure

Info

Publication number
JPH0823122B2
JPH0823122B2 JP10635291A JP10635291A JPH0823122B2 JP H0823122 B2 JPH0823122 B2 JP H0823122B2 JP 10635291 A JP10635291 A JP 10635291A JP 10635291 A JP10635291 A JP 10635291A JP H0823122 B2 JPH0823122 B2 JP H0823122B2
Authority
JP
Japan
Prior art keywords
support beam
rail
fitting
fixed
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.)
Expired - Fee Related
Application number
JP10635291A
Other languages
Japanese (ja)
Other versions
JPH05118004A (en
Inventor
恒和 松本
勝利 杉山
辰宏 瀬戸
武二 福田
尤一 赤川
和男 藤田
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.)
Nihon Kido Kogyo Co Ltd
Original Assignee
Nihon Kido Kogyo 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 Nihon Kido Kogyo Co Ltd filed Critical Nihon Kido Kogyo Co Ltd
Priority to JP10635291A priority Critical patent/JPH0823122B2/en
Publication of JPH05118004A publication Critical patent/JPH05118004A/en
Publication of JPH0823122B2 publication Critical patent/JPH0823122B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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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、踏切のうち特に駅構内
等において、鉄道職員等が軌道を横断するために設置さ
れる簡易な踏切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 a simple railroad crossing structure, which is installed for railway staff to cross a railroad track, especially in a station yard.

【0002】[0002]

【従来の技術】鉄道職員等が軌道を横断するために設置
される簡易な踏切構造に於いては、角材をレール敷設方
向に並べて載置し、軌間内においてはフランジウエイを
確保した上で螺子釘等で該角材を枕木に固定して踏切を
形成している。又、枕木がコンクリート枕木の場合は、
該コンクリート枕木の間に更に木枕木を挿入した上で、
該木枕木に角材を螺子釘で固定しているのが現状であ
る。
2. Description of the Related Art In a simple railroad crossing structure which is installed for railway staff to cross a track, square timbers are placed side by side in the rail laying direction, and a flangeway is secured inside the gauge to secure the screws. The timber is fixed to the sleepers with nails or the like to form a railroad crossing. If the sleepers are concrete sleepers,
After inserting a wood sleeper between the concrete sleepers,
At present, square timbers are fixed to the wooden sleepers with screw nails.

【0003】[0003]

【発明が解決しようとする問題点】しかしながら、前記
のような構造では、道床突き固め等軌道補修作業に際し
ては、工具等を用いて螺子釘を抜いた上で角材及び角材
固定用の木枕木を撤去し、作業終了後に再び前記のよう
な方法で踏切を復元しなければならないため、該作業に
多数の作業員を必要とするだけではなく、多大な労力と
時間を費やすという問題がある。そこで本発明は、前記
従来の問題点に鑑みてなされたものであって、1〜2名
の作業員で、しかも、何等特別の工具等を用いずに短時
間で撤去復元が可能な踏切構造を提供することを目的と
するものである。
However, in the structure as described above, in the track repair work such as road bed tamping, after removing the screw nails using a tool or the like, the timber and the wooden sleepers for fixing the timber are fixed. Since the railroad crossing must be removed and restored again after the work is completed by the above-mentioned method, not only a large number of workers are required for the work, but also a large amount of labor and time are required. Therefore, the present invention has been made in view of the above-mentioned conventional problems, and is a level crossing structure capable of being removed and restored in a short time by one or two workers and without using any special tool or the like. It is intended to provide.

【0004】[0004]

【問題点を解決するための手段】 そのため本発明で
は、レールの側面の凹部及び軌間外側に適宜間隔を存し
て設置した固定ブロックに形成された嵌合凹部に嵌合さ
せる固定金具と、該固定金具を両端に挾着し、左右レー
ル間及びレールと固定ブロック間に、レール敷設方向に
適宜間隔を存して設置する一対の支持梁と、該支持梁に
嵌合する嵌合片が両端に形成された一対の取付金具と、
該取付金具に固定された渡板とで構成され、渡板は支持
梁と嵌合片とを締結するボルト・ナットによって支持梁
上に着脱可能に固定されている構造とした踏切構造を提
供することにより、所期の目的を達成するようにしたも
のである。
[Means for Solving the Problems] Therefore, in the present invention, a fixing metal fitting to be fitted into a concave portion of a side surface of a rail and a fitting concave portion formed in a fixing block installed at an outer side of the rail with an appropriate gap, A pair of support beams, which are installed at appropriate intervals in the rail laying direction, between the left and right rails and between the rail and the fixed block, and a fitting piece that fits to the support beams are attached at both ends. A pair of mounting brackets formed on
Provided is a railroad crossing structure including a cross plate fixed to the mounting bracket, the cross plate being detachably fixed on the support beam by bolts and nuts for fastening the support beam and the fitting piece. By doing so, the intended purpose is achieved.

【0005】[0005]

【作用】前記構成により、設置に際しては、先ず支持梁
をレール敷設方向に対して斜めにして一方をレールの凹
部に当接させ、該支持梁を回動させ他方を対向するレー
ルの凹部もしくは固定ブロックの嵌合凹部に嵌合させ
る。然る後、予め渡板を固定した取付金具に形成された
嵌合片を支持梁に形成された溝に嵌合させて支持梁上に
載置した後、支持梁と嵌合片とをボルト・ナットによっ
て締結する。
With the above structure, when installing, first, the support beams are inclined with respect to the rail laying direction and one of them is brought into contact with the recess of the rail, and the support beam is rotated, and the other is recessed or fixed to the opposing rail. Fit in the fitting recess of the block. After that, after fitting the fitting piece formed on the mounting metal fitting to which the cross plate is fixed in advance into the groove formed on the support beam and placing it on the support beam, the support beam and the fitting piece are bolted. -Tighten with a nut.

【0006】この結果、該踏切の上方への脱出はレール
頭部及び固定ブロックの嵌合凹部の上面によって阻止さ
れ、又、該踏切のレール敷設方向への移動は支持梁をレ
ール締結バネに当接した位置に設置することによって阻
止される。又、固定ブロック側は支持梁が該固定ブロッ
クの嵌合凹部の側壁に当接され、一対の支持梁は、渡板
によって連結されて一体化され、該固定ブロックを挾み
込むようにしているため、レール敷設方向への移動が阻
止される。又、レール直角方向への移動に対しては、支
持梁の両端に挾着された固定金具間の間隔は、渡板の下
面両端に固定された取付金具の嵌合片間の間隔と同じ巾
に設定されているため、該取付金具の嵌合片を支持梁に
嵌合するだけで該移動を阻止することができる。従っ
て、レール内側においてはフランジウエイを確保するこ
とができる。
As a result, upward escape of the railroad crossing is prevented by the rail head and the upper surface of the fitting recess of the fixing block, and movement of the railroad crossing in the rail laying direction is caused by the support beam hitting the rail fastening spring. It is blocked by placing it in contact. Further, on the fixed block side, the support beam is brought into contact with the side wall of the fitting recess of the fixed block, and the pair of support beams are connected and integrated by the cross plate so that the fixed block is sandwiched. Movement in the rail laying direction is prevented. When moving in the direction perpendicular to the rail, the distance between the fixing brackets attached to both ends of the support beam is the same width as the interval between the fitting pieces of the mounting brackets fixed to both ends of the lower surface of the bridge. Since it is set to, the movement can be prevented only by fitting the fitting piece of the mounting bracket to the support beam. Therefore, the flange way can be secured inside the rail.

【0007】[0007]

【実施例】以下、本発明を図示せる実施例に従って説明
する。Aは鉄道職員等が軌道を横断するために設置され
た職員通路を形成する踏切であって、渡板1と、該渡板
1を支持する一対の支持梁2、該支持梁2の両端に挾着
され、レール3の側面の凹部3a、もしくは後述する固
定ブロック14に形成された嵌合凹部15に嵌合させる
固定金具4、前記渡板1を固定するようになされた一対
の取付金具5等で構成されている。
The present invention will be described below with reference to illustrated embodiments. A is a railroad crossing that forms a staff passage for railroad staff to cross the track, and includes a bridge plate 1, a pair of support beams 2 that support the bridge plate 1, and both ends of the support beam 2. A fixing metal fitting 4 which is fitted and is fitted in a concave portion 3a on a side surface of the rail 3 or a fitting concave portion 15 formed in a fixing block 14 described later, and a pair of mounting metal fittings 5 configured to fix the bridge plate 1. Etc.

【0008】前記支持梁2は、2枚の板材2a,2bに
よって構成され、該2枚の板材2a,2b間の両端に固
定金具4が挾持され、ボルト・ナット6によって固定さ
れている。取付金具5の両端は下方に折曲されて前記支
持梁2に嵌合する嵌合片5aが形成され、該取付金具5
の上面には渡板1が螺子釘7等によって固定されてい
る。前記嵌合片5aは、支持梁2の2枚の板材2a,2
bによって形成された溝8に嵌合されボルト9とナット
10によって着脱可能に固定されるようになされてい
る。11は支持梁2に穿設されたボルト孔、12は嵌合
片5aに穿設されたボルト孔である。
The support beam 2 is composed of two plate members 2a and 2b, and a fixing member 4 is sandwiched between both ends of the two plate members 2a and 2b and fixed by bolts and nuts 6. Both ends of the mounting member 5 are bent downward to form fitting pieces 5a that fit into the support beam 2.
The cross plate 1 is fixed to the upper surface of the with a screw nail 7 or the like. The fitting piece 5a is made up of the two plate members 2a, 2 of the support beam 2.
It is fitted in a groove 8 formed by b and is detachably fixed by a bolt 9 and a nut 10. Reference numeral 11 is a bolt hole formed in the support beam 2, and 12 is a bolt hole formed in the fitting piece 5a.

【0009】前記支持梁2のうち、内軌側に設置される
支持梁2は、レール3と渡板1との間に列車走行に必要
なフランジウエイ13を確保するため、渡板1よりもフ
ランジウエイ13分だけ長く形成されている。又、支持
梁2の両端に挾着された固定金具4間の間隔は、渡板1
の下面両端に固定された取付金具5の嵌合片5a間の間
隔と同じ巾に設定されている。
Among the support beams 2, the support beam 2 installed on the inner rail side is provided with a flange way 13 necessary for train traveling between the rail 3 and the bridge plate 1, so that the support beam 2 is more than the bridge plate 1. The flange way is 13 minutes long. In addition, the distance between the fixing fittings 4 attached to both ends of the support beam 2 is determined by
The width is set to be the same as the interval between the fitting pieces 5a of the mounting fittings 5 fixed to both ends of the lower surface of the.

【0010】14は軌道の外軌側に適宜間隔を存して設
置された固定ブロックであって、該固定ブロック14の
レール3と対向する面の両端には、前記支持梁2の端部
を嵌合する嵌合凹部15が形成されている。又、該固定
ブロック14のレール3と対向する側の端部上面には、
前記嵌合凹部15の上部を蔽うようになされた板材16
が固定され、該板材16の両端によって嵌合凹部15の
上面を形成し、該部に嵌合された支持梁2の上方への脱
出を防止している。
Reference numeral 14 denotes a fixed block which is installed on the outer rail side of the track with an appropriate interval, and the ends of the support beam 2 are provided at both ends of the surface of the fixed block 14 facing the rail 3. A fitting recess 15 for fitting is formed. Further, on the upper surface of the end of the fixed block 14 on the side facing the rail 3,
A plate member 16 adapted to cover the upper portion of the fitting recess 15
Is fixed, and the upper surface of the fitting concave portion 15 is formed by both ends of the plate member 16 to prevent the support beam 2 fitted in the portion from coming out upward.

【0011】なお、前記板材16を使用しなくても、固
定ブロック14に嵌合凹部15を形成することも可能で
あるが、この様にする場合には固定ブロックの製作が困
難で高価なものになってしまうと云う問題がある。又、
必要により、渡板1の下面に、図6に示すように該渡板
1の撓みを少なくするため、下面が枕木17の上面に当
接する補強部材18を取付けることもある。
Although it is possible to form the fitting recess 15 in the fixed block 14 without using the plate member 16, in such a case, it is difficult and expensive to manufacture the fixed block. There is a problem that it becomes. or,
If necessary, a reinforcing member 18 whose lower surface abuts on the upper surface of the sleeper 17 may be attached to the lower surface of the wooden board 1 as shown in FIG. 6 in order to reduce the bending of the wooden board 1.

【0012】次に、前記踏切Aの設置について説明す
る。設置に際しては、先ず支持梁2をレール3の敷設方
向に対して図4に示すように斜めにして一方をレール3
の側面の凹部3aに当接させると共に、該支持梁を回動
させて他方を対向するレール3の側面の凹部3a、もし
くは固定ブロック14の嵌合凹部15に嵌合させてレー
ル3と直角に配置する。この時支持梁2の側面をレール
締結バネ19に当接した位置に設置する。
Next, the installation of the railroad crossing A will be described. At the time of installation, first, the support beam 2 is inclined with respect to the laying direction of the rail 3 as shown in FIG.
While making contact with the concave portion 3a of the side surface of the rail 3, the supporting beam is rotated to fit the other side into the concave portion 3a of the side surface of the rail 3 or the fitting concave portion 15 of the fixed block 14 so as to be perpendicular to the rail 3. Deploy. At this time, the side surface of the support beam 2 is installed at a position in contact with the rail fastening spring 19.

【0013】なお、該支持梁2と対となる他の支持梁2
は前記支持梁2とは反対側の側面をレール締結バネ19
に当接するようにする。これは、該支持梁2の渡板1を
取付けて踏切Aを形成したとき、該踏切Aがレール方向
に移動するのを防止するためである。
It should be noted that another support beam 2 that forms a pair with the support beam 2
Is a rail fastening spring 19 on the side opposite to the support beam 2.
Abutting against. This is to prevent the railroad crossing A from moving in the rail direction when the railroad plate 1 of the support beam 2 is attached to form the railroad crossing A.

【0014】 然る後、予め渡板1を固定した取付金具
5に形成された嵌合片5aを支持梁2に形成された溝8
に嵌合させて支持梁2上に載置した後、該支持梁2と嵌
合片5aをボルト9とナット10によって固定する。
固定に際しては、レール3の内軌側は、フランジウエイ
13の間から手を入れて前後別々に固定する。又、レー
ル3外軌側と固定ブロック14側は、長尺のボルトを
使用して前後の支持梁2と嵌合片5aを一度に固定す
る。この方法は、レール3の内軌側にも適用できること
勿論である
After that, the fitting piece 5 a formed on the mounting member 5 to which the bridge plate 1 is previously fixed is attached to the groove 8 formed on the support beam 2.
Then, the support beam 2 and the fitting piece 5 a are fixed by bolts 9 and nuts 10. In the <br/> fixed, the curve inside of the rail 3, the flange-way
Put your hands in between 13 and fix them separately . On the outer rail side of the rail 3 and the fixed block 14 side , the front and rear support beams 2 and the fitting piece 5a are fixed at once using long bolts. The method includes, it can be applied to the inner rail side of the rail 3
Of course .

【0015】尚、実施例ではボルト9を単品のものを使
用したが、該ボルトは鉄板等に溶接したものを予め支持
梁2に螺子釘等で固定しておいても良い。この様にした
場合には、結果的に部品点数を減らすことができ、部品
管理も良くなり、レール3の外軌側や固定ブロック14
側であっても前後別々に固定することができる。又、長
尺のボルトを使用して前後の支持梁2と嵌合片5aを一
度に固定する場合、支持梁2の内側にガイド片(図示せ
ず)を設けてボルトの挿通を容易にすることが望まし
い。又、実施例では、鉄道職員が軌道を横断する軌道に
設置する踏切について説明したが、これに限るものでは
なく、通行量の少ない人専用の踏切にも採用することが
できる。
In the embodiment, the bolt 9 is a single piece, but the bolt may be welded to an iron plate or the like and may be fixed to the support beam 2 in advance with a screw nail or the like. In such a case, the number of parts can be reduced as a result, the parts management can be improved, and the outer rail side of the rail 3 and the fixed block 14 can be improved.
Even on the side, the front and rear can be fixed separately. Further, when the front and rear support beams 2 and the fitting piece 5a are fixed at once by using a long bolt, a guide piece (not shown) is provided inside the support beam 2 to facilitate the insertion of the bolts. Is desirable. Further, in the embodiment, the railroad crossing is set up on a railroad crossing a railroad staff, but the present invention is not limited to this, and it can be applied to a railroad crossing dedicated to a person with a small traffic volume.

【0016】[0016]

【発明の効果】 以上延べたように本発明によれば、レ
ールの側面の凹部及び軌間外側に適宜間隔を存して設置
した固定ブロックに形成された嵌合凹部に嵌合させる固
定金具と、該固定金具を両端に挾着し、左右レール間及
びレールと固定ブロック間に、レール敷設方向に適宜間
隔を存して設置する一対の支持梁と、該支持梁に嵌合す
る嵌合片が両端に形成された一対の取付金具と、該取付
金具に固定された渡板とで構成され、渡板は支持梁と嵌
合片とを締結するボルト・ナットによって支持梁上に着
脱可能に固定されている構造としたので、何等特別の工
具等を用いないで該踏切を短時間で撤去復元することが
できる。従って、該部分の軌道補修工事も容易に行うこ
とができる。
As has been described above, according to the present invention, a fixing metal fitting to be fitted in a concave portion on a side surface of a rail and a fitting concave portion formed in a fixing block installed at an outer side of a rail with an appropriate interval, A pair of support beams, which are installed between the left and right rails and between the rail and the fixed block at appropriate intervals in the rail laying direction, and a fitting piece that fits to the support beams, are provided by sandwiching the fixing metal fittings at both ends. Consists of a pair of mounting brackets formed at both ends and a cross plate fixed to the mounting brackets. The cross plate is detachably fixed on the support beam by bolts and nuts that fasten the support beam and the fitting piece. Since the structure is adopted, the railroad crossing can be removed and restored in a short time without using any special tool or the like. Therefore, it is possible to easily perform the track repair work for the portion.

【0017】又、本発明によれば、内軌側に設置する支
持梁を、フランジウエイ分だけ渡板より長くしたので、
渡板を該支持梁に固定するだけで極めて容易にフランジ
ウエイを形成することができる。又、本発明によれば、
支持梁の両端に挾着した固定金具間の間隔を、渡板の下
面両端に固定した取付金具の嵌合片間の間隔と同じ巾に
設定したので、取付金具の嵌合片を支持梁に嵌合するだ
けで該移動を阻止することができる。従って、レール内
側においてはフランジウエイを確保することができる。
Further, according to the present invention, since the support beam installed on the inner rail side is made longer than the span plate by the flange way,
The flange way can be formed very easily only by fixing the bridge plate to the support beam. Further, according to the present invention,
Since the distance between the fixing metal fittings attached to both ends of the support beam is set to the same width as the distance between the fitting metal fittings fixed to both ends of the lower surface of the cross plate, the fitting metal fittings of the mounting metal fittings are used as support beams. The movement can be prevented only by fitting. Therefore, the flange way can be secured inside the rail.

【0018】しかも本発明によれば、作業員も少なくて
済み、工事時間も大幅に短縮できるため、経費の低減を
図ることができるのみならず、構造簡単にして安価に提
供できる等実用上の効果は大である。
Moreover, according to the present invention, since the number of workers is small and the construction time can be greatly shortened, not only the cost can be reduced but also the structure can be simplified and the cost can be provided at a practical level. The effect is great.

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

【図1】本発明による踏切構造を示す平面図。FIG. 1 is a plan view showing a railroad crossing structure according to the present invention.

【図2】同上の正面図。FIG. 2 is a front view of the above.

【図3】同上の要部の分解拡大斜視図。FIG. 3 is an exploded enlarged perspective view of a main part of the above.

【図4】支持梁の取付け状態を示す平面図。FIG. 4 is a plan view showing a mounting state of a support beam.

【図5】固定ブロックの拡大斜視図。FIG. 5 is an enlarged perspective view of a fixed block.

【図6】渡板に補強部材を取付けた例を示す拡大斜視
図。
FIG. 6 is an enlarged perspective view showing an example in which a reinforcing member is attached to a board.

【符号の説明】[Explanation of symbols]

A 踏切 1 渡板 2 支持梁 3 レール 3a レールの凹部 4 固定金具 5 取付金具 5a 嵌合片 9 ボルト 10 ナット 13 フランジウエイ 14 固定ブロック 15 嵌合凹部 18 補強部材 A Crossing 1 Crossing plate 2 Support beam 3 Rail 3a Rail recess 4 Fixing bracket 5 Mounting bracket 5a Fitting piece 9 Bolt 10 Nut 13 Flangeway 14 Fixing block 15 Fitting recess 18 Reinforcing member

───────────────────────────────────────────────────── フロントページの続き (72)発明者 福田 武二 神奈川県相模原市大野台7−26−11 (72)発明者 赤川 尤一 千葉県千葉市貝塚町1259−8 (72)発明者 藤田 和男 神奈川県横浜市緑区十日市場町1702−7 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Takeji Fukuda 7-26-11, Onodai, Sagamihara City, Kanagawa Prefecture (72) Inventor, Yuichi Akakawa 1259-8 Kaizuka Town, Chiba City, Chiba Prefecture (72) Kazuo Fujita, Kanagawa Prefecture 170-2-7 Tokaichibacho, Midori-ku, Yokohama-shi, Japan

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 レールの側面の凹部及び軌間外側に適宜
間隔を存して設置した固定ブロックに形成された嵌合凹
部に嵌合させる固定金具と、該固定金具を両端に挾着
し、左右レール間及びレールと固定ブロック間に、レー
ル敷設方向に適宜間隔を存して設置する一対の支持梁
と、該支持梁に嵌合する嵌合片が両端に形成された一対
の取付金具と、該取付金具に固定された渡板とで構成さ
れ、渡板は支持梁と嵌合片とを締結するボルト・ナット
によって支持梁上に着脱可能に固定されていることを特
徴とする踏切構造。
And 1. A fixing bracket for fitting into the recess and gauge outer fitting recess formed in the fixed block placed in presence of the appropriate intervals to the side of the rail, and挾着the mounting brackets to the both ends, left and right between the rails and between the rails and the stationary block, a pair of support beams placed in presence of the appropriate intervals in the rail laying direction, a pair of mounting bracket fitting piece to be fitted to the support beam is formed at both ends, A railroad crossing structure comprising a crossing plate fixed to the mounting bracket, the crossing plate being detachably fixed on the support beam by bolts and nuts for fastening the support beam and the fitting piece.
【請求項2】 前記支持梁のうち、内軌側に設置する支
持梁を、レールと渡板との間に列車走行に必要なフラン
ジウエイを確保するため、該フランジウエイ分だけ渡板
より長くしたことを特徴とする請求項1に記載の踏切構
造。
2. The support beam, which is installed on the inner rail side of the support beams, is longer than the bridge plate by the flange way in order to secure a flangeway required for train traveling between the rail and the bridge plate. The railroad crossing structure according to claim 1, wherein:
【請求項3】 支持梁の両端に挾着した固定金具間の間
を、渡板の下面両端に固定した取付金具の嵌合片間の
間隔と同じ巾に設定したことを特徴とする請求項1に記
載の踏切構造。
3. Between the fixing brackets attached to both ends of the support beam.
Septum, and the fitting pieces of the mounting bracket fixed to the lower surface ends of Doban
The railroad crossing structure according to claim 1, wherein the width is set to be the same as the interval .
【請求項4】 前記渡板の下面に、該渡板の撓みを少な
くするため、下面が枕木に当接する補強部材を設けたこ
とを特徴とする請求項1に記載の踏切構造。
4. The railroad crossing structure according to claim 1, wherein a reinforcing member is provided on the lower surface of the cross plate so as to reduce the bending of the cross plate, and the lower surface abuts the sleepers.
JP10635291A 1991-04-01 1991-04-01 Railroad crossing structure Expired - Fee Related JPH0823122B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10635291A JPH0823122B2 (en) 1991-04-01 1991-04-01 Railroad crossing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10635291A JPH0823122B2 (en) 1991-04-01 1991-04-01 Railroad crossing structure

Publications (2)

Publication Number Publication Date
JPH05118004A JPH05118004A (en) 1993-05-14
JPH0823122B2 true JPH0823122B2 (en) 1996-03-06

Family

ID=14431391

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10635291A Expired - Fee Related JPH0823122B2 (en) 1991-04-01 1991-04-01 Railroad crossing structure

Country Status (1)

Country Link
JP (1) JPH0823122B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4554743B2 (en) * 1999-11-05 2010-09-29 西日本旅客鉄道株式会社 Pavement structure outside track gauge and pavement method outside track gauge

Also Published As

Publication number Publication date
JPH05118004A (en) 1993-05-14

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