JPH01163301A - Truck and laying device - Google Patents

Truck and laying device

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Publication number
JPH01163301A
JPH01163301A JP32009387A JP32009387A JPH01163301A JP H01163301 A JPH01163301 A JP H01163301A JP 32009387 A JP32009387 A JP 32009387A JP 32009387 A JP32009387 A JP 32009387A JP H01163301 A JPH01163301 A JP H01163301A
Authority
JP
Japan
Prior art keywords
rail
support
pressing
plate
posts
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.)
Pending
Application number
JP32009387A
Other languages
Japanese (ja)
Inventor
Masaru Tsuda
勝 津田
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP32009387A priority Critical patent/JPH01163301A/en
Publication of JPH01163301A publication Critical patent/JPH01163301A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To easily lay and stably support a rail, by providing a pressing upper edge over a standing wall of the rail, having a U-shaped inner cross section, fixing a pressing tool engaging with it to an upper part of a support body, and laying and supporting the rail on the lower support body. CONSTITUTION: A standing wall of an iron made rail 1 having a U-shaped inner cross section extends upward and downward, a pressing upper edge 8 and a pressing lower edge 9 are provided, and a pair of posts 2 and cross beams 4 are linked at a higher place. Flat iron plates 2-1 are welded with and cover the upper parts of the posts 2, one piece of a pressing tool 3 whose both sides are bent into U-shape is engaged with the pressing upper edge 8, the other piece is engaged with the outside of the posts 2, and it is fixed by a pressing volt 13. In a lower part, a pressing plate 5 is inserted into the downside of a support piece 6, and the lower edge 9 is fixed to the cross beams 4 from inside by a pressing volt 15. In addition, the cross beams 4 are welded with the posts 2 to integrally fix the right and left posts 2, a support material 7 is mounted between a pair of posts 2 and adjacent posts 2 to keep interval between rails 1 and prevent torsion.

Description

【発明の詳細な説明】 本発明は回転輪を支持するコ字状断面を形成してあるレ
ールとその複合レール及び支持構造と、レールの敷設装
置とに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a rail having a U-shaped cross section that supports a rotating wheel, its composite rail and support structure, and a rail laying device.

従来、浮上脱輪を防止する規制輪と荷重を支える車輪と
の2種の回転輪を有する軌道車例えば、ジェットコース
ターの如きは、一本のレールを2段に間隔をあけて設け
た回転輪で上下からはさみつけて脱輪を防止して来てい
る。それは一条のレールは容易にカーブを形成し易いか
らである。
Conventionally, railcars have two types of rotating wheels: a regulating wheel to prevent floating and a wheel to support the load. They are sandwiched from above and below to prevent the wheels from coming off. This is because a single rail can easily form a curve.

しかるに、高速かつ荷重の大な車体を支持するには一条
のレールで行うのは無理で主として下記の理由があげら
れる。
However, it is impossible to support a high-speed, heavy-load vehicle body using a single rail, mainly for the following reasons.

(イ)間隔をあけて設けた上下2段の回転輪の空気抵抗
は大である (ロ)レール上下の空間を大きくとらなければならず、
車高が高くなるので輪径を大きくし難い。
(a) The air resistance of the upper and lower two stages of rotating wheels that are spaced apart is large. (b) The space above and below the rail must be large;
Since the vehicle height becomes high, it is difficult to increase the wheel diameter.

従って速度等経済的効果も低下する。Therefore, economical effects such as speed are also reduced.

(ハ)横方向に取付けた一本のレールに大きな負荷を与
えるのに支持構造が複雑になる。
(c) The support structure becomes complicated to apply a large load to a single rail installed laterally.

しかるに2段の動輪の段差を小として空気抵抗を小とし
かつ、大径にして速度効率を大にするコ型の断面を有す
るレールを肉厚にし、支持固定片を付加せしめることは
、カーブせしめることを難かしくする。
However, by making the difference in height between the two-stage driving wheels small to reduce air resistance and increasing the diameter to increase speed efficiency, making the rails with a U-shaped cross section thicker and adding support and fixing pieces makes the rails curved. make things difficult.

本発明は実施可能な技術で緊締でもてレールのカーブを
敷設可能とし、長間隔を支保材なしでも強度を維持でき
る複合軌道を提供し、更には支柱枕木等えの固定し易い
支持構造を提供し、コストが安く部品点数が少ない堅固
な軌道を実現することを目的とする。更には磨耗時の交
換を容易にし、脱輪を防止し、係り縁のない車輪による
車輌が、低騒音と高速を実現せしめるのを目的とする。
The present invention provides a composite track that makes it possible to lay rail curves by tightening with practical technology, maintains strength over long distances even without supporting materials, and further provides a support structure that is easy to fix, such as columns and sleepers. The aim is to realize a stable track with low cost and a small number of parts. Furthermore, the purpose is to facilitate replacement when worn out, prevent wheels from coming off, and realize vehicles with wheels that do not engage with each other, with low noise and high speed.

これを図面によって詳述すると、 実施例−1(第1図より第5図参照) 本例はレールの素材として、実用的な大型のものでは主
として鉄材を用い、孔被の横型としてはアルミ合金、或
いはプラスチックス等をも使用できる軌道である。
To explain this in detail with drawings, Example 1 (see Figures 1 to 5) In this example, as the material for the rail, iron is mainly used for the practical large rail, and aluminum alloy is used for the horizontal type of the hole cover. Or, it is a track that can also use plastics.

そのうち、大型のもの、即ち鉄材を使用したものの1例
について詳述すると、 長いレール1はコ型断面を有し、立上り壁を上下に延長
して押え上縁8、押え下縁9が具わっていて、コ型内面
を対向せしめた一対が、支柱2、横棧4に高架してある
Of these, one example of a large rail, ie one made of iron material, will be described in detail.The long rail 1 has a U-shaped cross section, has a rising wall extending vertically, and is provided with an upper edge 8 of the presser foot and a lower edge 9 of the presser foot. A pair of poles, with their U-shaped inner surfaces facing each other, are elevated on the pillars 2 and 4.

この支柱2はH形鋼で、上部は平鉄板2−1を一体に熔
接して支柱2の上部をおおっている。
This support 2 is made of H-beam steel, and the upper part of the support 2 is covered with a flat iron plate 2-1 welded together.

この支柱2の上面とレールの押え上縁の端縁とは同一水
準であり、両側を曲げたコ型の押え具3の一片が押え上
縁に係合してあり、他片は支柱の外側に係合してあって
、押えボルト13が前記平鉄板2−1に固定してある。
The upper surface of this support 2 and the edge of the upper edge of the presser foot of the rail are on the same level, and one piece of the U-shaped presser 3 with both sides bent is engaged with the upper edge of the presser foot, and the other piece is on the outside of the support. , and a presser bolt 13 is fixed to the flat iron plate 2-1.

又、下方に於てはレールの案内片の下側に差し込んであ
る押板5で押え下縁を内方から支柱2に押し付けてあり
、該押板5はボルト15で、H型鋼を用いた横棧4に固
定してある。
Further, at the bottom, the lower edge of the presser foot is pressed from inside against the column 2 by a pusher plate 5 inserted under the guide piece of the rail, and the pusher plate 5 is made of H-shaped steel with bolts 15. It is fixed to Yokosho 4.

又、横棧4は支柱2に熔接してあり、所定間隔に設けた
左右の支柱を一体に固定している。
Further, the horizontal beams 4 are welded to the columns 2, and the left and right columns provided at a predetermined interval are fixed together.

上述の支述2と支柱の間には支保材7が取付けてあるが
、支柱2と横棧4と同じく押え具3、押板5を用いてあ
り、レールの間隔を保つと共にねじれも防いでいる。
A shoring material 7 is installed between the above-mentioned support 2 and the support column, and like the support support 2 and the crossbar 4, a holding device 3 and a push plate 5 are used to maintain the spacing between the rails and prevent twisting. There is.

上述の如く本例ではH型鋼を用いてあるが、その他の型
材や、丸、或いは角パイプ等を用いても実施できるのは
明白である。
As mentioned above, H-shaped steel is used in this example, but it is obvious that other shapes, round or square pipes, etc. can also be used.

かくて、本例に於て、ボルト13及び、ボルト15を外
せばレールは簡単に外せるし、取付ける際にも極めて容
易であり、レール1は簡単な形状なので、僅かのカーブ
は敷設装置10(後述)で敷設可能となり、又支柱2に
レール1に立上り壁の外面が密接するので安定して支持
される。
Thus, in this example, the rail can be easily removed by removing the bolts 13 and 15, and it is extremely easy to install it.Since the rail 1 has a simple shape, slight curves can be removed by the laying device 10 ( (described later), and since the outer surface of the rising wall is in close contact with the support 2 and the rail 1, it is stably supported.

本発明によりレールには穴あけの必要がなく、押え金具
、押板等により圧接せしめているので、温度差でのレー
ルの伸縮に際しては、微かにスライド作用を許容し、屈
折或いは歪みを防止するので、車輪の円滑な運行を確保
する効果が生ずる。
According to the present invention, there is no need to drill holes in the rail, and the rail is pressed into contact with a holding metal fitting, a press plate, etc., so when the rail expands and contracts due to temperature differences, it allows a slight sliding action and prevents bending or distortion. , the effect of ensuring smooth operation of the wheels is produced.

実施例−2(第6図参照) 本例は複合軌道の一例で、L型の断面を具えたコンクリ
ート製の補助レール21は、下方に於て断面が拡大する
台形で、埋込ボルト13−1、15−1が下方で折り曲
げて埋込んである。
Embodiment 2 (See Figure 6) This example is an example of a composite track, in which the concrete auxiliary rail 21 with an L-shaped cross section has a trapezoidal cross section that expands downward, and the embedded bolts 13- 1 and 15-1 are bent downward and embedded.

そして、レール1の押え縁を押え具3に係合して補助レ
ール21の上面に締付ボルト13−1を用いてナットで
固定せしめてあり、押え下縁は回動押板(後述)で規制
されている。かくしてレール1と補助レール21は一体
化され、複合軌道を構成する。
The presser edge of the rail 1 is engaged with the presser 3 and fixed to the upper surface of the auxiliary rail 21 with a tightening bolt 13-1 and a nut, and the lower edge of the presser is a rotating presser plate (described later). regulated. In this way, the rail 1 and the auxiliary rail 21 are integrated to form a composite track.

この複合軌道は両端に、低い支柱を設けた枕木4−1の
両側にレール1のコ字状断面を内方に対向させて配して
あり、補助レール21の内側下方の斜面を柱力押板5−
2を用いて、埋込の締付ボルト15−1によりナットで
締付けてある。
This compound track has a U-shaped cross section of the rail 1 facing inward on both sides of sleepers 4-1 with low supports, and the column force pushes the inner lower slope of the auxiliary rail 21. Board 5-
2, and is tightened with a nut using an embedded tightening bolt 15-1.

又、補助レールの外壁下部は枕木4−1の端部に設けた
低い支柱の内壁に密接して支持されている。
Further, the lower part of the outer wall of the auxiliary rail is closely supported by the inner wall of a low support provided at the end of the sleeper 4-1.

本例の複合軌道は支保材或いは枕木の本数を少なくでき
るので、支柱上に高架にすること及び、余り横方向えの
荷重がかゝらない直線コースに使用するのが望ましい。
Since the composite track of this example can reduce the number of supporting materials or sleepers, it is desirable to build it elevated on supports and to use it for straight courses where there is not much lateral load.

本例ではレール1は補助レール21に密接せしめてあり
、かつ押え具3、回動押板5−1による補助レールとレ
ールとの支持法は実施例−1の支持法と同じなので、温
度差でのレールの伸縮に際しては微かにスライド作用を
許し、屈折或いは歪みを防止するので、車輪の円滑な運
行を確保する効果があり、又、取替も極めて容易に行え
る。
In this example, the rail 1 is brought into close contact with the auxiliary rail 21, and the method of supporting the auxiliary rail and the rail using the presser 3 and rotating press plate 5-1 is the same as that of Example-1, so the temperature difference When the rail expands and contracts, it allows a slight sliding action and prevents bending or distortion, which has the effect of ensuring smooth running of the wheels, and is also extremely easy to replace.

実施例−3(第7,第8,第9図参照)本例は前例と同
じく複合軌道の1例で、主としてカーブに用いるのが好
ましく、L型断面の補助レール21は強化コンクリート
製で、所定位置に少しだけネジ頭を露出させて埋込んだ
埋込ボルト13−1、15−1がある。そして前2例と
同じく、その上部は押え具3を用いてレール1、補助レ
ール21、H鋼の支柱2とが一体に締付けてある。
Example 3 (See Figures 7, 8, and 9) This example is an example of a compound track like the previous example, and is preferably used mainly for curves.The auxiliary rail 21 with an L-shaped cross section is made of reinforced concrete. There are embedded bolts 13-1 and 15-1 embedded in predetermined positions with their screw heads slightly exposed. As in the previous two examples, the rail 1, the auxiliary rail 21, and the H-steel support 2 are integrally fastened to the upper part using the holding tool 3.

又、レール1の下段の案内片の下には回動押板5−1が
補助レール21の台との間に埋込みの埋込ボルト15−
1に回動自在に偏心して差し込んであって、第9図での
矢印の方向に回動させ、第8図に示す位置に回って、レ
ール1の押え上縁を補助レールの立上り壁に押圧し支持
している。
Further, under the guide piece at the lower stage of the rail 1, a rotating push plate 5-1 has an embedded embedded bolt 15-1 between it and the base of the auxiliary rail 21.
1, and rotate it in the direction of the arrow in Fig. 9 to the position shown in Fig. 8, pressing the upper edge of the presser foot of rail 1 against the rising wall of the auxiliary rail. I support it.

この複合レールは下方に於ては圧力押板5−2により支
柱2方向へ圧締され安定支持されている。
This composite rail is stably supported downwardly by being pressed in the direction of the support column 2 by a pressing plate 5-2.

本例の作用及び効果は前2例と同じであり、更に補助レ
ールの形状がシンプルなのでカーブ形状を製し易く、コ
スト面でも有利となる。
The operation and effect of this example are the same as those of the previous two examples, and since the shape of the auxiliary rail is simple, it is easy to manufacture a curved shape, which is advantageous in terms of cost.

実施例−4(第10図,第11図(イ),(ロ)参照) 本例はレールを横棧上、枕木或いは支保材上に配したと
き、支柱に密接せしめるのに用いるレールを湾曲せしめ
る敷設装置である。
Example 4 (See Figures 10, 11 (a) and (b)) In this example, when the rail is placed on a crossbeam, sleeper, or shoring material, the rail used to bring it into close contact with the support is curved. This is a laying device for

即ち、予定線上にカーブして位置を定め設けた対の支柱
列の横棧4上にレールを置いた場合、第10図に見られ
る如く、矢印A、又は矢印B方向にレール1を僅かに湾
曲させねばならず、この湾曲作業を人力で行うのは難事
であるので、本発明の敷設装置を用いる。
In other words, when a rail is placed on the cross beams 4 of a pair of column columns whose positions are curved along the planned line, the rail 1 is slightly moved in the direction of arrow A or arrow B as shown in FIG. Since it is difficult to perform this curving work manually, the laying device of the present invention is used.

敷設装置10の最も簡単な1例をあげて図面で詳述する
と、 当板10−1を支柱の外方に、該当板10−1に設けた
4本の腕骨10−4で締板10−2をレールの内方の所
定距離に支持せしめ、締板10−2の所定位置に設けた
設通孔のネジ穴に通してある押出具10−5の内方先端
に押出板10−8を取付け、該押出板10−8をコロ1
0−9を介して押圧曲板10−4当接せしめてあり、押
出具10−5の外方先端に設けた押出器10−6に回転
桿10−7が設けてある。
To give the simplest example of the laying device 10 and explain it in detail with reference to the drawings, the securing plate 10-1 is placed on the outside of the support column, and the four arm bones 10-4 provided on the corresponding plate 10-1 are used to connect the clamping plate 10-1. 2 is supported at a predetermined distance inside the rail, and the extrusion plate 10-8 is attached to the inner tip of the extrusion tool 10-5, which is passed through a screw hole of a through hole provided at a predetermined position of the clamping plate 10-2. Attach the extrusion plate 10-8 to the roller 1
A rotary rod 10-7 is provided on an extruder 10-6 provided at the outer tip of the extrusion tool 10-5.

かくて押出器10−6を回転桿10−7で回転させて、
矢印方向に押せば、矢印A又はB方向えの湾曲を達成し
て、前例の如く押え具、押板を用いて所定位置に取付け
できる。
Thus, the extruder 10-6 is rotated by the rotary rod 10-7,
By pressing in the direction of the arrow, curvature in the direction of arrow A or B can be achieved and it can be attached to a predetermined position using a presser or a presser plate as in the previous example.

この押し出し具10−5、押出し器10−6等は油圧操
置等を組込んで一層強力に行える。
The extrusion tool 10-5, extruder 10-6, etc. can be made more powerful by incorporating hydraulic control or the like.

又、押圧曲板は内方に曲げる場合には逆カーブしたもの
を用いるのは当然である。
Furthermore, when the pressing curved plate is bent inward, it is natural to use a reversely curved pressing plate.

押圧曲板と押出板の間にコロを介在させるのはレールが
湾曲によって、一方に滑る場合、円滑にスライドさせる
ためである。
The purpose of interposing the rollers between the pressing curved plate and the pushing plate is to ensure smooth sliding when the rail slides in one direction due to curving.

本発明によって、大断面のレールも現場での湾曲敷設作
業が可能となる。
The present invention makes it possible to curve and lay rails with large cross sections on site.

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

図面は本発明による一実施例であり 第1図より第5図は実施例−1の縮小図で第1図は高架
軌道の部分側面図 第2図は高架軌道の部分平面図 第3図は第2図中の円内部分の拡大図 第4図は第2図中の断面a…a′ 第5図は第3図中の断面b…b′ 第6図は実施例−2の縮小部分断面図で複合軌道の一例
の縱断面図 第7図より第9図は実施例3の縮小図で第7図はその複
合軌道の取付支持構造を示す縦断面図 第8図はその部分平面図 第9図は締付前の回動押板の状態図 第10図より第11図(イ),(ロ)は実施例4の敷設
装置で 第10図はレールの敷設以前の状態説明縮小図第11図
はレールに架装した敷設装置の縮小図でその(イ)は側
面図 その(ロ)は正面図 1…レール 2…支柱 2−1…平鉄板 3…押え具 
4…横棧 4−1…枕木 5…押板 5−1…回動押板
 5−2…圧力押板 7…支保材 8…押え上縁 9…
押え下縁 10…敷設装置 10−1…当板 10−2
…締板 10−3…腕骨 10−4…押圧曲板 10−
5…押出具 10−6…押出器 10−7…回転桿 1
0−8…押出板 10−9…コロ 13−1…埋込ボル
ト 13…ボルト 15…ボルト 15−1…埋込ボル
ト 21…補助レールである。
The drawings show one embodiment of the present invention, and FIGS. 1 to 5 are reduced scale views of Embodiment 1. FIG. 1 is a partial side view of the elevated track. FIG. 2 is a partial plan view of the elevated track. An enlarged view of the circular portion in Fig. 2 Fig. 4 is a section a...a in Fig. 2; Fig. 5 is a cross section b...b in Fig. 3; Fig. 6 is a reduced portion of Example-2. 7 to 9 are scaled-down views of Embodiment 3, and FIG. 7 is a vertical sectional view showing the mounting support structure of the compound track. FIG. 8 is a partial plan view thereof. Figure 9 is a state diagram of the rotary push plate before tightening. Figures 10 to 11 (a) and (b) are the laying device of Example 4, and Figure 10 is a scaled-down diagram explaining the state of the rail before it is laid. Fig. 11 is a scaled-down view of the laying equipment mounted on the rail, in which (a) is a side view and (b) is a front view 1...Rail 2...Column 2-1...Flat iron plate 3...Presser
4...Horizontal beam 4-1...Sleeper 5...Press plate 5-1...Rotating press plate 5-2...Pressure press plate 7...Shoring material 8...Top edge of presser foot 9...
Presser foot lower edge 10...Laying device 10-1...Packing plate 10-2
... Tightening plate 10-3... Arm bone 10-4... Pressing curved plate 10-
5... Extrusion tool 10-6... Extruder 10-7... Rotating rod 1
0-8... Extrusion plate 10-9... Roller 13-1... Embedded bolt 13... Bolt 15... Bolt 15-1... Embedded bolt 21... Auxiliary rail.

Claims (11)

【特許請求の範囲】[Claims] (1)車輪を転動せしめるコ字状断面を有するレールに
於て、立上り壁を上方に延長した押え上縁を設け、立上
り壁外方の支持体上部に前記押え縁に掛合させた押え具
を固定して成る軌道。
(1) In a rail having a U-shaped cross section that allows the wheels to roll, a presser foot upper edge is provided by extending the rising wall upward, and the presser foot is engaged with the presser foot edge on the upper part of the support outside the rising wall. A trajectory consisting of a fixed
(2)立上り壁を下方に延長して押さえ下縁を設けてあ
り、レール下段の案内片と下方の支持体との間に差し込
んだ押板で支持体壁に押圧して成る請求の範囲第1項記
載の軌道。
(2) The rising wall is extended downward to provide a presser lower edge, and is pressed against the support wall by a push plate inserted between the guide piece at the lower stage of the rail and the lower support. Orbit as described in Section 1.
(3)支持体が支柱であり、所定間隔に設けた支柱の間
に横棧が設けてあり、下方の支持体となしてある特許請
求の範囲第1項乃至第2項記載の軌道。
(3) The track according to claims 1 and 2, wherein the supports are pillars, and crossbars are provided between the pillars provided at predetermined intervals, and serve as the lower supports.
(4)支持体が下方が枕木であり、立上り壁外方の支持
体が、枕木と一体に設けた支柱である請求の範囲第1項
乃至第2項記載の軌道。
(4) The track according to any one of claims 1 to 2, wherein the lower side of the support is a sleeper, and the support on the outside of the rising wall is a column provided integrally with the sleeper.
(5)支持体がレールを支持するL型内壁を設けてある
補助レールでレールと複合せしめてある請求の範囲第1
項乃至第2項記載の軌道。
(5) Claim 1 in which the support body is an auxiliary rail provided with an L-shaped inner wall that supports the rail and is combined with the rail.
Orbits described in items 1 to 2.
(6)補助レールがコンクリート製であり、下方に於て
支持台に押板で固定されている請求の範囲第5項記載の
軌道。
(6) The track according to claim 5, wherein the auxiliary rail is made of concrete and is fixed to the support platform below with a push plate.
(7)補助レールが下方に於て内方に拡がる台形断面で
ある請求の範囲第6項記載の軌道。
(7) The track according to claim 6, wherein the auxiliary rail has a trapezoidal cross section that widens inwardly at the bottom.
(8)支持台が所定間隔に設けた支柱間に設けた横棧で
ある請求の範囲第6項記載の軌道。
(8) The track according to claim 6, wherein the support base is a crossbar provided between supports provided at predetermined intervals.
(9)支持台が枕木である請求の範囲第6項記載の軌道
(9) The track according to claim 6, wherein the support base is a sleeper.
(10)支持体の外壁側に当板をレールの内側に締板を
位置せしめ、かつ双方の板を所定距離に支保する少なく
とも上下各2個づつの腕骨でなる隔離板の締板の所定位
置に貫通して設けた押出具の内端に押出板を連結し、押
出具の外端は締板の外方で押出器に連結して成るレール
の敷設装置。
(10) Position the clamping plate on the outer wall side of the support body and the clamping plate on the inside of the rail, and the predetermined position of the clamping plate of the separator plate consisting of at least two upper and lower arm bones that support both plates at a predetermined distance. A rail laying device comprising: a push-out plate connected to the inner end of a push-out tool provided through the rail; and an outer end of the push-out tool connected to the pusher outside the clamping plate.
(11)押出板が、コロを介して押圧曲板を押圧する請
求の範囲第10項記載の敷設装置。
(11) The laying device according to claim 10, wherein the extrusion plate presses the pressing curved plate via rollers.
JP32009387A 1987-12-19 1987-12-19 Truck and laying device Pending JPH01163301A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32009387A JPH01163301A (en) 1987-12-19 1987-12-19 Truck and laying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32009387A JPH01163301A (en) 1987-12-19 1987-12-19 Truck and laying device

Publications (1)

Publication Number Publication Date
JPH01163301A true JPH01163301A (en) 1989-06-27

Family

ID=18117637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32009387A Pending JPH01163301A (en) 1987-12-19 1987-12-19 Truck and laying device

Country Status (1)

Country Link
JP (1) JPH01163301A (en)

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