JPH0332564Y2 - - Google Patents

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Publication number
JPH0332564Y2
JPH0332564Y2 JP15566786U JP15566786U JPH0332564Y2 JP H0332564 Y2 JPH0332564 Y2 JP H0332564Y2 JP 15566786 U JP15566786 U JP 15566786U JP 15566786 U JP15566786 U JP 15566786U JP H0332564 Y2 JPH0332564 Y2 JP H0332564Y2
Authority
JP
Japan
Prior art keywords
pavement
rail
board
pavement board
main
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
Application number
JP15566786U
Other languages
Japanese (ja)
Other versions
JPS6361405U (en
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 filed Critical
Priority to JP15566786U priority Critical patent/JPH0332564Y2/ja
Publication of JPS6361405U publication Critical patent/JPS6361405U/ja
Application granted granted Critical
Publication of JPH0332564Y2 publication Critical patent/JPH0332564Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 産業上の利用分野 この考案は、鉄道線路と道路との交差点に設け
る踏切に関する。
[Detailed description of the invention] Industrial application field This invention relates to a level crossing installed at the intersection of a railway track and a road.

従来の技術 踏切の構造は道路幅員の広狭、通過車両の大小
多少等により種々の構造のものが用いられている
が、全国的にみて最も多く用いられている構造
は、レールを締結したまくらぎ上に木材、コンク
リート、プラスチツクク等よりなる舗道板を敷設
し、これを釘、ボルト等にてまくらぎに固定し一
体化する構造である。この従来構造は部材が軽量
でクレーン等の機械が不要であり、誰でも手軽に
早く工事することができるという利点がある。し
かし、この従来構造は、自動車の通行量が増すと
舗道板を締結した釘やボルトがゆるんで全体的に
がたつくため、安全性に欠け、保守作業を頻繁に
行わなければならず不経済であるという欠点があ
つた。
Conventional technology A variety of structures are used for railroad crossings depending on the width of the road, the size of passing vehicles, etc., but the most commonly used structure nationwide is sleepers with rails tied together. Pavement boards made of wood, concrete, plastic, etc. are laid on top, and these are fixed to the sleepers with nails, bolts, etc. to integrate them. This conventional structure has the advantage that the members are lightweight, no machinery such as a crane is required, and anyone can carry out the construction easily and quickly. However, with this conventional structure, as the amount of automobile traffic increases, the nails and bolts that fasten the pavement boards become loose, causing the entire structure to wobble, resulting in a lack of safety and the need for frequent maintenance work, making it uneconomical. There was a drawback.

考案が解決しようとする問題点 本案の目的は、従来構造の踏切が有する上記の
欠点を解消した踏切を提供するにある。
Problems to be Solved by the Invention The purpose of the invention is to provide a level crossing that eliminates the above-mentioned drawbacks of conventional level crossings.

問題点を解決するための手段 本案は、レール間とレール外側とにおいてまく
らぎ上に、下面にレール締結装置が入る空所を有
し且つ両端がまくらぎのレール方向中心部と一致
する長さの1個以上の主舗道板と前記空所を有し
主舗道板の最外端に接する短尺の端部舗道板とを
レールと上面をほぼ面一にしてレール方向に互に
接して複列に整列敷設し、各列ごとに各主舗道板
の両端を支持するまくらぎのレール方向中心部に
埋込固定したアンカーのまくらぎ上の突出部分に
レールと直角の方向の下部切欠開口を有するL形
孔を設け、主舗道板と端部舗道板とに前記整列敷
設状態においてL形孔上縁の整列垂直面内にてレ
ール方向に整列する縦孔を設けるとともに、各主
舗道板及び端部舗道板の接合面の下部にアンカー
突出部分よりレール方向に充分離れた側壁をもつ
切欠部を設けて側壁に縦孔を開口させ、L形孔の
上縁を該開口下面より所定量だけ低くした状態で
全縦孔とL形孔とに挿通したワイヤロープに前記
舗道板をまくらぎに固定するに充分な張力を加え
て端部舗道板の外端面にクリツプにて引止めして
なる踏切を要旨とする。
Means for Solving the Problem This proposal has a space on the sleeper between the rails and on the outside of the rail, in which the rail fastening device can be inserted on the lower surface, and the length is such that both ends coincide with the center of the sleeper in the rail direction. One or more main pavement boards and a short end pavement board having the above-mentioned void space and touching the outermost end of the main pavement board are arranged in a double row so that their upper surfaces are substantially flush with the rail and are in contact with each other in the rail direction. The anchors are installed in a line and are embedded and fixed in the center of the sleepers supporting both ends of each main pavement board in each row in the direction of the rails.The protruding parts of the anchors on the sleepers have an L-shaped opening in the lower part in the direction perpendicular to the rails. holes are provided in the main pavement board and the end pavement board, and vertical holes are provided in the main pavement board and the end pavement board that are aligned in the rail direction within the alignment vertical plane of the upper edge of the L-shaped hole in the alignment and laying state, and each main pavement board and the end pavement A condition in which a notch with a side wall sufficiently far away from the anchor protruding part in the rail direction is provided at the bottom of the joint surface of the plate, a vertical hole is opened in the side wall, and the upper edge of the L-shaped hole is lowered by a predetermined amount than the lower surface of the opening. A railroad crossing is constructed by applying sufficient tension to a wire rope inserted through all the vertical holes and the L-shaped hole to fix the pavement board to the sleepers, and securing it with clips to the outer end surface of the end pavement board. shall be.

作 用 まくらぎ内には予め主舗道板及び端部舗道板固
定用のアンカーを埋込んでおき、端部舗道板と主
舗道板の縦孔内にワイヤロープを挿通し、舗道板
接合部ではL形孔内に挿通して順次舗道板をレー
ルに沿つてまくらぎ上に整列敷設していく。舗道
板接合部では、ワイヤロープが縦孔からL形孔に
V形に屈曲して挿通する。かくして所要数の主舗
道板と両端の端部舗道板の整列敷設を終了したの
ちワイヤロープの一端にクリツプを取付けて抜け
止めをし、他端を適度に引張すれば、ワイヤロー
プのV形屈曲部分に生ずる垂直分力によつて舗道
板はまくらぎ上に圧接固定される。ついでワイヤ
ロープの他端にクリツプを取付けてワイヤロープ
を固定する。
Function Anchors for fixing the main pavement board and end pavement board are embedded in advance in the sleepers, and wire ropes are inserted into the vertical holes of the end pavement board and main pavement board, and the anchors are inserted at the joints of the pavement boards. The pavement boards are inserted into the L-shaped holes and sequentially aligned and laid on the sleepers along the rail. At the pavement board joint, the wire rope is bent into a V-shape and inserted into the L-shaped hole from the vertical hole. After completing the alignment and laying of the required number of main pavement boards and end pavement boards at both ends, attach a clip to one end of the wire rope to prevent it from coming off, and by pulling the other end moderately, the wire rope can be bent in a V-shape. The pavement board is pressed onto the sleeper by means of the vertical force generated in the section. Next, attach a clip to the other end of the wire rope to secure the wire rope.

前記引張時にワイヤロープは多少縦孔内とL形
孔内をずり動くから、ずり動き易いよう縦孔の開
口下辺やL形孔の上縁に丸みをつけておくととも
に、前記V形の角度を鈍角にして、ワイヤロープ
の引張時の前記垂直分力を大ならしめるとよい。
When the wire rope is pulled, the wire rope will slightly slide inside the vertical hole and the L-shaped hole, so the lower edge of the opening of the vertical hole and the upper edge of the L-shaped hole should be rounded to make it easier to slide, and the angle of the V-shaped hole should be rounded. It is preferable to make the angle obtuse to increase the vertical component force when the wire rope is pulled.

クリツプを取外せば舗道板を容易にまくらぎか
ら引離しうる。
By removing the clips, the pavement board can be easily separated from the sleepers.

実施例 図において、1,1はレール、2はレール方向
(以下縦方向という)にほぼ一定間隔で敷設した
まくらぎ、3aは踏切の道路となる部分のレール
1,1間においてまくらぎ2上に3個づつ2列に
前後相接して敷設された主舗道板、3bは同じく
レール1の外側に接して主舗道板3aと同じ縦方
向位置においてまくらぎ2上に敷設された主舗道
板である。主舗道板3a,3bは本実施例ではま
くらぎ間隔の2倍の長さを有するが、一般的には
適宜の整数倍とすることができる。主舗道板3
a,3bは上面がレールとほぼ面一であり、2列
の主舗道板3aは側面が互に接触し、レール1と
接する側には車輪フランジの通路となる切欠溝4
が形成され、また主舗道板3a,3bの下部は切
欠溝5においてレールフランジ1aと嵌合する。
Example In the figure, 1 and 1 are rails, 2 are sleepers laid at approximately regular intervals in the rail direction (hereinafter referred to as the longitudinal direction), and 3a is a sleeper 2 above the rails 1 and 1 between the rails 1 and 1 in the part that becomes the road of the railroad crossing. The main pavement boards 3b are laid on the sleepers 2 in two rows of three in front and in front of each other, and the main pavement boards 3b are also in contact with the outside of the rail 1 and are laid on the sleepers 2 at the same longitudinal position as the main pavement boards 3a. It is. In this embodiment, the main pavement boards 3a, 3b have a length twice as long as the sleeper interval, but generally the length can be set to an appropriate integral multiple. Main pavement board 3
The upper surfaces of a and 3b are almost flush with the rail, and the side surfaces of the two rows of main pavement boards 3a are in contact with each other, and the side in contact with the rail 1 has a cutout groove 4 that serves as a passage for the wheel flange.
are formed, and the lower portions of the main pavement boards 3a, 3b fit into the rail flange 1a at the notched grooves 5.

主舗道板3a,3bはいずれも前後端がまくら
ぎ2の縦方向中心部に位置し、最端部には縦方向
寸法がまくらぎ2の幅のほぼ半分の長さで主舗道
板3a,3bと同じ切欠溝4,5を有する端部舗
道板3c,3dが夫々当接する。各舗道板3a,
3b,3c,3dの下面にはレール締結装置が入
る空所6が設けられていて、まくらぎ2の上面上
に良好に接することができる。主舗道板3a,3
b及び端部舗道板3c,3dは夫々プラスチツ
ク、コンクリート又は木質等によつて製作され
る。
The front and rear ends of the main pavement boards 3a and 3b are both located at the center of the sleeper 2 in the longitudinal direction, and the main pavement board 3a and End pavement boards 3c and 3d having the same notch grooves 4 and 5 as 3b abut, respectively. Each pavement board 3a,
3b, 3c, and 3d are provided with a cavity 6 on the lower surface into which the rail fastening device can fit, and can make good contact with the upper surface of the sleeper 2. Main pavement board 3a, 3
b and the end pavement boards 3c and 3d are each made of plastic, concrete, wood, or the like.

主舗道板3a,3bの端部が位置するまくらぎ
2の縦方向中心部で且つ空所6に近い横方向位置
にねじ込み栓7を埋込固定し、その中心ねじ孔に
アンカー8を螺入し、そのまくらぎ上の突出部分
9に縦方向に向く上下に長い長孔で下部に開口1
0を有するL形孔11を形成する。
A screw plug 7 is embedded and fixed in the vertical center of the sleeper 2 where the ends of the main pavement boards 3a, 3b are located and in a horizontal position close to the empty space 6, and the anchor 8 is screwed into the center screw hole. The protruding part 9 on the sleeper has an opening 1 at the bottom with a vertically long elongated hole.
An L-shaped hole 11 having a diameter of 0 is formed.

一方各舗道板3a,3b,3c,3dの接合面
12の下部にアンカー突出部分9より高く且つ縦
方向に充分離れた側壁13を有する切欠部14を
設け、またL形孔11の上縁の整列する垂直面内
において側壁13に開口する縦孔15を縦方向に
整列するように設ける。縦孔15は必要に応じ管
16を埋込んで形成する。L形孔11は前後の切
欠部14によつて囲まれ、縦孔15はその下面が
L形孔11の上縁17より高くなる高さに設けら
れる。
On the other hand, a notch 14 having a side wall 13 which is higher than the anchor protruding portion 9 and sufficiently spaced apart in the longitudinal direction is provided at the lower part of the joint surface 12 of each pavement board 3a, 3b, 3c, 3d. Vertical holes 15 opening in the side wall 13 are provided so as to be aligned in the vertical direction in the aligned vertical plane. The vertical hole 15 is formed by embedding a tube 16 as necessary. The L-shaped hole 11 is surrounded by front and rear notches 14, and the vertical hole 15 is provided at a height such that its lower surface is higher than the upper edge 17 of the L-shaped hole 11.

本案踏切を形成するには、第1図に示す各列の
舗道板の縦方向配列順に縦孔15にワイヤロープ
18を挿通し、その一端にクリツプ19を固定し
て前部舗道板3cの外端面にワシヤ20を介して
抜け止め固定し、各主舗道板の端部ではワイヤロ
ープ18をL形孔11に挿通しつつ、順序舗道板
3a,3cをまくらぎ2上の所定位置に敷設し、
当該列の全舗道板3a,3cの敷設終了後に、後
部舗道部3cを前方に押圧しつつワイヤロープ1
8を後方に適度に引張し、ワシヤ20とクリツプ
19とによりワイヤロープ18の他端を抜け止め
固定する。
To form the proposed railway crossing, wire ropes 18 are inserted into the vertical holes 15 in the longitudinal arrangement order of the pavement boards in each row shown in FIG. The sequential pavement boards 3a and 3c are laid at predetermined positions on the sleepers 2, with the wire ropes 18 being inserted into the L-shaped holes 11 at the ends of each main pavement board, with the wire ropes 18 being fixed to the end faces through washers 20 to prevent them from coming off. ,
After all the pavement boards 3a, 3c of the row have been laid, the wire rope 1 is pressed forward while pressing the rear pavement section 3c.
8 to the rear, and the other end of the wire rope 18 is fixed with the washer 20 and the clip 19 so as not to come off.

しかるとき、切欠部14内でワイヤロープ18
は第4図に示す如くV形に屈曲し、前記引張によ
り生じる上向き分力により舗道板3a,3cはま
くらぎ2に圧接されると同時に、舗道板3a,3
cは互に縦方向に圧接され、一体となつてまくら
ぎ2に固定される。以上の作業を他の列の舗道板
についても行い、踏切を構成する。
At that time, the wire rope 18 is inserted into the notch 14.
are bent into a V-shape as shown in FIG.
c are pressed against each other in the longitudinal direction and fixed to the sleeper 2 as a unit. The above operations are performed for the other rows of pavement boards to form the railroad crossing.

前記V形の角度は鈍角とし、実用的には、縦孔
15の下部内面よりL形孔11の上縁が1〜2cm
低く、相対する側壁13間距離が10cm程度になる
よう選定すればよい。
The angle of the V shape is an obtuse angle, and in practical terms, the upper edge of the L-shaped hole 11 is 1 to 2 cm from the lower inner surface of the vertical hole 15.
It may be selected so that the distance between the opposing side walls 13 is about 10 cm.

考案の効果 本案は上記構成を有し、踏切を構成する各列の
舗道板を夫々1本のワイヤロープの引張力によつ
て一体結合すると同時に、各舗道板の両端をまく
らぎに固定するものであつて、釘、ボルト等を使
用しないから、これによるゆるみは起らず、保守
作業も取付工事も至つて簡易で、踏切を経済的に
構成し得る効果がある。
Effects of the invention This invention has the above-mentioned configuration, in which the pavement boards in each row of the railroad crossing are integrally connected by the tensile force of one wire rope, and at the same time, both ends of each pavement board are fixed to the sleepers. Since no nails, bolts, etc. are used, there is no loosening caused by these, maintenance work and installation work are extremely simple, and there is an effect that the level crossing can be constructed economically.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本案の実施例を示し、第1図は平面図、
第2図は第1図のA−A線断面図、第3図は側面
図、第4図は第1図のB−B線拡大断面図、第5
図、第6図はアンカーの夫々立面図及び側面図で
ある。 1……レール、2……まくらぎ、3a,3b…
…主舗道板、3c,3d……端部舗道板、6……
空所、8……アンカー、9……突出部分、10…
…開口、11……L形孔、12……接合面、13
……側壁、14……切欠部、15……縦孔、17
……上縁、18……ワイヤロープ、19……クリ
ツプ。
The drawings show an embodiment of the present invention, and FIG. 1 is a plan view;
Figure 2 is a sectional view taken along the line A-A in Figure 1, Figure 3 is a side view, Figure 4 is an enlarged sectional view taken along the line B-B in Figure 1, and Figure 5 is an enlarged sectional view taken along the line B-B in Figure 1.
6 are an elevational view and a side view, respectively, of the anchor. 1...Rail, 2...Sleepers, 3a, 3b...
...Main pavement board, 3c, 3d... End pavement board, 6...
Blank space, 8...Anchor, 9...Protruding part, 10...
...Opening, 11...L-shaped hole, 12...Joint surface, 13
... Side wall, 14 ... Notch, 15 ... Vertical hole, 17
...Top edge, 18...Wire rope, 19...Clip.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] レール間とレール外側とにおいてまくらぎ上
に、下面にレール締結装置が入る空所を有し且つ
両端がまくらぎのレール方向中心部と一致する長
さの1個以上の主舗道板と前記空所を有し主舗道
板の最外端に接する短尺の端部舗道板とをレール
と上面をほぼ面一にしてレール方向に互に接して
複列に整列敷設し、各列ごとに各主舗道板の両端
を支持するまくらぎのレール方向中心部に埋込固
定したアンカーのまくらぎ上の突出部分にレール
と直角の方向の下部切欠開口を有するL形孔を設
け、主舗道板と端部舗道板とに前記整列敷設状態
においてL形孔の上縁の整列垂直面内にてレール
方向に整列する縦孔を設けるとともに、各主舗道
板及び端部舗道板の接合面の下部にアンカー突出
部分より高く且つレール方向に充分離れた側壁を
もつ切欠部を設けて側壁に縦孔を開口させ、L形
孔上縁を該開口下面より所定量だけ低くした状態
で全縦孔とL形孔とに挿通したワイヤロープに前
記舗道板をまくらぎに固定するに充分な張力を与
えて端部舗道板の外端面にクリツプにて引止めし
てなる踏切。
One or more main pavement boards having a cavity on the lower surface into which a rail fastening device can be inserted between the rails and on the outside of the rail, and whose lengths coincide with the center of the sleeper in the rail direction, and the cavity; A short end pavement board that is in contact with the outermost end of the main pavement board and a short end pavement board that is in contact with the outermost end of the main pavement board are arranged in double rows with their upper surfaces almost flush with the rail and in contact with each other in the rail direction, and each main pavement board is laid in two rows in each row. An L-shaped hole with a lower notch opening perpendicular to the rail is provided in the protruding part of the anchor embedded and fixed in the center of the sleeper in the rail direction of the sleeper supporting both ends of the board, and the main pavement board and end pavement are Vertical holes are provided in the boards that are aligned in the rail direction within the alignment vertical plane of the upper edge of the L-shaped hole in the aligned and laid state, and anchor protruding portions are provided at the bottom of the joint surface of each main pavement board and end pavement board. A vertical hole is opened in the side wall by providing a notch with a side wall that is higher and sufficiently far away in the rail direction, and with the upper edge of the L-shaped hole lowered by a predetermined amount than the lower surface of the opening, a full vertical hole and an L-shaped hole are formed. A railroad crossing in which sufficient tension is applied to a wire rope inserted through the bridge to fix the pavement board to the sleepers, and the wire rope is secured to the outer end surface of the end pavement board with a clip.
JP15566786U 1986-10-13 1986-10-13 Expired JPH0332564Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15566786U JPH0332564Y2 (en) 1986-10-13 1986-10-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15566786U JPH0332564Y2 (en) 1986-10-13 1986-10-13

Publications (2)

Publication Number Publication Date
JPS6361405U JPS6361405U (en) 1988-04-23
JPH0332564Y2 true JPH0332564Y2 (en) 1991-07-10

Family

ID=31076572

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15566786U Expired JPH0332564Y2 (en) 1986-10-13 1986-10-13

Country Status (1)

Country Link
JP (1) JPH0332564Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2997423B1 (en) * 2012-10-31 2023-12-22 Chapsol IMPROVED LEVEL CROSSING DEVICE

Also Published As

Publication number Publication date
JPS6361405U (en) 1988-04-23

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