JPH076163B2 - Railroad crossing structure - Google Patents

Railroad crossing structure

Info

Publication number
JPH076163B2
JPH076163B2 JP13425491A JP13425491A JPH076163B2 JP H076163 B2 JPH076163 B2 JP H076163B2 JP 13425491 A JP13425491 A JP 13425491A JP 13425491 A JP13425491 A JP 13425491A JP H076163 B2 JPH076163 B2 JP H076163B2
Authority
JP
Japan
Prior art keywords
pavement
edge
plate
rails
rail
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
JP13425491A
Other languages
Japanese (ja)
Other versions
JPH04360901A (en
Inventor
穣 清田
Original Assignee
清田軌道工業株式会社
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 清田軌道工業株式会社 filed Critical 清田軌道工業株式会社
Priority to JP13425491A priority Critical patent/JPH076163B2/en
Publication of JPH04360901A publication Critical patent/JPH04360901A/en
Publication of JPH076163B2 publication Critical patent/JPH076163B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、軌道の破線を必要と
しないで簡単かつ容易に敷設や補修できるようにした踏
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 railroad crossing structure that can be installed and repaired easily and easily without the need for broken lines in the track.

【0002】[0002]

【従来の技術】軌道の破線を必要としないで簡単かつ容
易に施行できる従来の踏切構造の内弾性変形を利用して
いるものでは、例えば特公昭60−24244号公報に
示すように、鉄道線路踏切のレール間に弾性ゴム材料よ
りなる路面用板体を弾性変形させながら挿入すると共
に、挿入後の変形復帰にともないレール腹部のサイド上
首部と下首部との間に板体の端縁を密着状に押し込み係
合させて、レールに対し板体の垂直移動を制御するよう
になっている。
2. Description of the Related Art A conventional railway crossing structure that utilizes the internal elastic deformation of a railroad crossing structure that can be easily and easily implemented without the need for broken lines in railroad tracks is disclosed in, for example, Japanese Patent Publication No. 60-24244. Insert the road surface plate made of elastic rubber material between the rails of the railroad crossing while elastically deforming it, and close the edge of the plate between the side upper neck part and the lower neck part of the rail abdomen as the deformation recovers after insertion. The vertical movement of the plate body with respect to the rail is controlled by pushing and engaging the plate with the rail.

【0003】[0003]

【発明が解決しようとする課題】上記のような構成によ
ると、レール腹部のサイドに板体の端縁を密着状に押し
付けてあるので、レールと板体との係合部分から雨水が
排水され難く、板体の上面端縁側の輪縁路に流れ込み、
そしてレールに沿って排水される。
According to the above structure, since the edge of the plate is pressed closely against the side of the abdomen of the rail, rainwater is drained from the engaging portion of the rail and the plate. Difficult to flow into the edge road on the top edge of the plate,
Then it is drained along the rail.

【0004】また、レール腹部と板体端縁との密着によ
り板体敷設範囲のレール底部部分の通気性がないため、
蒸れる。
Further, since the abdomen of the rail and the edge of the plate body are in close contact with each other, there is no air permeability at the rail bottom portion in the plate laying range.
It gets damp.

【0005】このため、締結金具に錆が発生し易い問題
もあった。
For this reason, there is also a problem that rust is likely to occur on the fastener.

【0006】そこで、この発明の課題は舗板の下側に排
水すると共に、締結金具が蒸れないようにした踏切構造
を提供するものである。
[0006] Therefore, an object of the present invention is to provide a railroad crossing structure in which water is drained to the lower side of the pavement and the fasteners do not become damp.

【0007】[0007]

【課題を解決するための手段】上記の課題を解決するた
めに、この発明は踏切施行区域のレール間に弾性変形さ
せて嵌め込むと共に、嵌め込み後の変形復帰により上記
レールの腹部側面に端縁の抜止め縁部を接触しないよう
近接させた並列状の弾性変形可能な舗板と、この舗板の
縁部に上記レールに沿わせて設けた貫通孔と、この直列
状に並んだ貫通孔の全長に挿入した強靱なパイプと、両
サイドの舗板の外側に配置した一対の当板と、この両当
板を引き寄せる締付具と、上記両サイドの舗板の外縁に
全方位に移動しないよう係合させてまくらぎや基礎板に
固定した止め金具とで構成したものである。
In order to solve the above-mentioned problems, the present invention elastically deforms and fits between rails in a railroad crossing execution area, and when the deformation returns after the fitting, an edge is formed on the abdominal surface of the rail. Side-by-side elastically deformable pave plates that are close to each other so that they do not touch each other, through holes provided along the rails at the edge parts of the pave plate, and through holes arranged in series. A strong pipe inserted over the entire length of the pavement, a pair of contact plates placed on the outside of the pavement on both sides, a fastener that draws these contact plates, and moves in all directions to the outer edges of the pavement on both sides. It is configured with a stopper fitting that is engaged so as not to be fixed to the sleeper or the base plate.

【0008】[0008]

【作用】レール間に弾性変形させて舗板を並列状に嵌め
込んだのち、直列状に並んだ貫通孔の全長に一本のパイ
プを挿入し、次いで、両サイドの舗板の外側に当板を配
置すると共に、締付具により両当板を引き寄せながら並
列する舗板を一体化する。
[Operation] After elastically deforming the rails to fit the pavements in parallel, insert one pipe into the entire length of the through holes arranged in series, and then apply the pipes to the outside of the pavements on both sides. While arranging the boards, the pavement boards that are juxtaposed in parallel are integrated while pulling the two contact plates together with the fasteners.

【0009】また、一体化した両サイドの舗板に止め金
具を係合したのち、まくらぎや基礎板に上記止め金具を
固定して、舗板の浮き上がりやふく進を防止すると共
に、レール腹部の側面と、レール腹部の上首部と下首部
との間に嵌り込んでいる縁部との間に排水や通気用の所
定の間隙を設ける。
Further, after engaging the stoppers with the pavement on both sides integrated, the stoppers are fixed to the sleepers and the foundation plate to prevent the pavement from rising and running, and to prevent the rail abdomen from rising. A predetermined gap for drainage or ventilation is provided between the side surface and an edge portion fitted between the upper neck portion and the lower neck portion of the rail abdomen.

【0010】[0010]

【実施例】以下、この発明に係る実施例を添付図面に基
づいて説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0011】図1から図3に示すように、踏切施行区域
のレールA、A間には、弾性変形可能な舗板1を弾性変
形させて嵌め込むと共に、嵌め込み後の変形復帰により
レールAの腹部a側面の上首部a’と下首部a’’との
間に舗板1の端縁の抜止め縁部2が接触(レールAの腹
部a側面と上首部a’とに対し)しないよう近接させ
る。
As shown in FIGS. 1 to 3, an elastically deformable pavement plate 1 is elastically deformed and fitted between the rails A and A in the railroad crossing execution area. The retaining edge 2 on the edge of the pavement 1 does not come into contact between the upper neck portion a ′ of the side of the abdomen a and the lower neck portion a ″ (with respect to the side surface of the abdomen a of the rail A and the upper neck portion a ′). Bring them close together.

【0012】なお、上記舗板1は、順次嵌め込んで所要
枚数並列状に並べる。
The pavement boards 1 are fitted in order and are arranged in parallel in a required number.

【0013】上記舗板1は、軌道内と軌道外とがあり、
軌道内の場合、舗板1の両端に縁部2を設け、軌道間の
場合、舗板1の両端に縁部2を設けるものと、舗板1の
片端のみに縁部2を設けて、図1に示すように舗板1の
縁部2のない端縁を所定の間隔を存して対向し、然るの
ち舗板1、1の対向端間にアスファルト3を充填するも
のと、軌道外の場合、舗板1の片端のみに縁部2を設け
て、縁部2のない端縁と道路との間に路面アスファルト
4を充填するものとがある。
The pavement plate 1 has an inside track and an outside track,
In the case of the track, the edges 2 are provided at both ends of the pavement 1, and between the tracks, the edge 2 is provided at both ends of the pavement 1, and the edge 2 is provided only at one end of the pavement 1, As shown in FIG. 1, the edges of the pavement plate 1 without the edge portion 2 are opposed to each other at a predetermined interval, and then the asphalt 3 is filled between the opposed ends of the pavement plates 1 and 1, and In the case of the outside, there is a case where the edge portion 2 is provided only on one end of the pavement plate 1 and the road surface asphalt 4 is filled between the edge without the edge portion 2 and the road.

【0014】なお、舗板1は、図示の場合、所定の荷重
に耐えるよう並べた中空の鋼管製骨材5と、この骨材5
を埋没するよう被うと共に、縁部2を一体に設けるゴム
被膜6とで構成され、図示の場合方形状の板状に形成さ
れている。
In the illustrated case, the pavement plate 1 is composed of hollow steel pipe aggregates 5 arranged to withstand a predetermined load, and the aggregates 5.
And a rubber coating 6 integrally provided with the edge portion 2 so as to be buried therein, and is formed in a rectangular plate shape in the illustrated case.

【0015】さらに、縁部2にレールAに沿う貫通孔7
を設けると共に、直列状に並んだ上記貫通孔7には、硬
質合成樹脂製や鋼管製などの強靱なパイプ8を(一本或
は端縁を突き合わせて複数本)貫通させ、次いで両サイ
ドの舗板1の外側面及びパイプ8の端面に当板9の周縁
部裏面を外接し、然るのち、締付具10により両当板9
を引き寄せて結合一体化することにより、並列する舗板
1の部分的に浮き上がりを防止することができる。
Further, a through hole 7 extending along the rail A is formed in the edge portion 2.
In addition, through the through holes 7 arranged in series, a tough pipe 8 made of a hard synthetic resin, a steel pipe or the like (one or a plurality of pipes with their edges abutted) is penetrated, and then both sides are The outer peripheral surface of the pavement board 1 and the end surface of the pipe 8 are circumscribed by the back surface of the peripheral edge portion of the contact plate 9, and then the contact plates 9 are fastened by the fastener 10.
By pulling together and integrating them, it is possible to prevent the pavements 1 arranged in parallel from partially rising.

【0016】上記の締結具10は、パイプ8内に挿入す
る軸材と、この軸材の両端ネジ部にねじ込むナットとで
構成されている。
The fastener 10 is composed of a shaft member to be inserted into the pipe 8 and a nut screwed into the threaded portions at both ends of the shaft member.

【0017】なお、両サイドの舗板1の外側面にパイプ
8の端が突出する場合、上記パイプ8の端縁のみに当板
9を当接し、また両サイドの舗板1の外側面手前にパイ
プ8の端が位置する場合、舗板1のみに当板9を当接す
る。
When the ends of the pipes 8 project on the outer surfaces of the pavement 1 on both sides, the contact plates 9 are abutted only on the edges of the pipes 8, and the outer surface of the pavement 1 on both sides is in front. When the end of the pipe 8 is located at, the contact plate 9 is brought into contact with only the pavement plate 1.

【0018】また、両サイドに位置する舗板1の外側縁
は、まくらぎ11やコンクリート製の基礎板に固定する
止め金具12を係合させて全方向の移動(浮き上がりや
ふく進)を止めるようになっている。
Further, the outer edges of the pavement 1 located on both sides are engaged with stoppers 12 which are fixed to the sleepers 11 or the concrete base plate to stop the movement (lifting or running) in all directions. It is like this.

【0019】その結果、レールAの腹部a及び上首部
a’と縁部2との間に常に一定の間隙を保ち、舗板1上
の雨水は、レールAの上首部a’をへて腹部aに流入
し、舗板1の下面端縁部から縁部2の先端面に向けレー
ルAの締結金具Bが嵌り込むよう設けてある欠除部13
に流れ込んで排水され、また通気性もある。
As a result, a constant gap is always maintained between the abdomen a and the upper neck a'of the rail A and the edge 2, and rainwater on the pavement 1 passes through the upper neck a'of the rail A to the abdomen. The notch 13 provided so that the fastening metal fitting B of the rail A fits in from the lower end edge portion of the pavement plate 1 toward the front end surface of the edge portion 2 of the pavement 1.
It flows into and is drained, and it is also breathable.

【0020】上記の止め金具12は、図2、図3、図4
に示すように、まくらぎ11にボルト14止めする座板
15と、この座板15から起立する垂直板16と、この
垂直板16の上端から連なって一側に突出する水平板1
7とで構成し、サイドの舗板1の外側縁部上面及び側面
を開放させて設けた凹入段部18に水平板17を歩行の
さまたげにならないよう、しかも水平板17の先端縁及
び両側縁を凹入段部18の辺縁に接触させて嵌め込んで
ある。
The above-mentioned stopper 12 is shown in FIGS. 2, 3 and 4.
As shown in FIG. 2, a seat plate 15 for fixing the bolts 14 to the sleeper 11, a vertical plate 16 standing upright from the seat plate 15, and a horizontal plate 1 which is continuous from the upper end of the vertical plate 16 and projects to one side.
The horizontal plate 17 does not interfere with walking in the recessed stepped portion 18 formed by opening the outer edge upper surface and side surface of the side pavement plate 1, and the front edge and both sides of the horizontal plate 17 The edge is brought into contact with the peripheral edge of the recessed stepped portion 18 and fitted.

【0021】なお、舗板1の嵌め込みにともなう弾性変
形は、骨材5を埋没させてある場合弾性変形を促進させ
る貫通孔7により縁部2のみを変形させる。
The elastic deformation caused by the fitting of the pavement plate 1 deforms only the edge portion 2 by the through hole 7 which accelerates the elastic deformation when the aggregate 5 is buried.

【0022】図中19は並列する舗板1の突き合わせ縁
一方に設けた突条で、この突条19を他方の溝部20に
嵌め込んである。
Reference numeral 19 in the drawing denotes a ridge provided on one of the butted edges of the pavements 1 arranged in parallel, and the ridge 19 is fitted into the groove portion 20 of the other.

【0023】[0023]

【効果】以上のように、この発明に係る踏切構造によれ
ば、並列状に敷設した舗板のレール腹部に嵌め込む縁部
とレール上首部と腹部との間に一定の間隙を設けてある
ので、排水することができると共に、通気性があるた
め、蒸れて締結金具の錆の発生を抑制することができ
る。
As described above, according to the railroad crossing structure according to the present invention, a certain gap is provided between the edge of the paving plate laid in parallel with the rail abdomen and the rail upper neck and abdomen. Therefore, the water can be drained, and since it has air permeability, it is possible to suppress the generation of rust on the fastening fitting due to steaming.

【0024】また、両サイドの舗板の外縁に全方位に移
動しないよう止め金具を係合させて、まくらぎや基礎板
に上記止め金具を固定してあるので、舗板の浮き上がり
やふく進を止め、排水や通気用の間隙を一定に保つこと
ができる。
[0024] Furthermore, since the metal fittings are engaged with the outer edges of the pavement on both sides so as not to move in all directions, and the metal fittings are fixed to the sleepers and the foundation plate, the pavement is prevented from rising and moving forward. Stops, drainage and ventilation gaps can be kept constant.

【0025】さらに、直列状に並ぶ貫通孔にパイプを挿
入すると共に、両サイドの舗板の側面に配置した当板を
締付具により引き寄せるので、並列する舗板が一体化さ
れ、上面が同レベルになって段差が発生しない。
Further, since the pipes are inserted into the through holes arranged in series and the contact plates arranged on the side surfaces of the pavement plates on both sides are pulled by the fasteners, the pavement plates arranged in parallel are integrated and the top faces are the same. The level does not occur and there is no step.

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

【図1】この発明に係る踏切構造の平面図FIG. 1 is a plan view of a railroad crossing structure according to the present invention.

【図2】同上の要部を示す一部切欠拡大平面図FIG. 2 is a partially cutaway enlarged plan view showing an essential part of the above.

【図3】同一部切欠拡大側面図FIG. 3 is an enlarged side view of a cutout of the same portion.

【図4】止め金具の縦断拡大正面図[Fig. 4] Front enlarged vertical view of the stopper

【符号の説明】[Explanation of symbols]

A レール a 腹部 a’ 上首部 1 舗板 2 縁部 7 貫通孔 8 パイプ 9 当板 10 締付具 11 まくらぎ 12 止め金具 A rail a Abdominal part a'Upper neck part 1 Pave plate 2 Edge part 7 Through hole 8 Pipe 9 This plate 10 Tightening tool 11 Sleeper 12 Stopper

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 踏切施行区域のレール間に弾性変形させ
て嵌め込むと共に、嵌め込み後の変形復帰により上記レ
ールの腹部側面に端縁の抜止め縁部を接触しないよう近
接させた並列状の弾性変形可能な舗板と、この舗板の縁
部に上記レールに沿わせて設けた貫通孔と、この直列状
に並んだ貫通孔の全長に挿入した強靱なパイプと、両サ
イドの舗板の外側に配置する一対の当板と、この両当板
を引き寄せる締付具と、上記両サイドの舗板の外縁に全
方位に移動しないよう係合させてまくらぎや基礎板に固
定した止め金具とから成る踏切構造。
1. A parallel elastic structure in which rails in a railroad crossing enforcement area are elastically deformed and fitted, and when the deformation recovers after fitting, the abdomen side surfaces of the rails are brought close to each other so that the edge of the retaining edge of the edge does not come into contact. Deformable pavement, through holes provided along the rails at the edge of this pavement, tough pipes inserted into the entire length of this series of through holes, and pavement on both sides. A pair of contact plates arranged on the outside, a fastener for pulling both contact plates together, and a fastener fixed to the sleeper or foundation plate by engaging the outer edges of the pavement on both sides so as not to move in all directions. Crossing structure consisting of.
JP13425491A 1991-06-05 1991-06-05 Railroad crossing structure Expired - Fee Related JPH076163B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13425491A JPH076163B2 (en) 1991-06-05 1991-06-05 Railroad crossing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13425491A JPH076163B2 (en) 1991-06-05 1991-06-05 Railroad crossing structure

Publications (2)

Publication Number Publication Date
JPH04360901A JPH04360901A (en) 1992-12-14
JPH076163B2 true JPH076163B2 (en) 1995-01-30

Family

ID=15124002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13425491A Expired - Fee Related JPH076163B2 (en) 1991-06-05 1991-06-05 Railroad crossing structure

Country Status (1)

Country Link
JP (1) JPH076163B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4741993B2 (en) * 2006-07-20 2011-08-10 積水化学工業株式会社 Railroad crossing structure
FR2932195B1 (en) * 2008-06-10 2010-06-18 Vape Rail Int RESERVATION ARRANGEMENT DEVICE USABLE IN THE IMPLEMENTATION OF A METHOD OF ANCHORING THE GROUND OF A RAIL RAIL

Also Published As

Publication number Publication date
JPH04360901A (en) 1992-12-14

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