JP2534550B2 - Roadbed replacement method - Google Patents

Roadbed replacement method

Info

Publication number
JP2534550B2
JP2534550B2 JP63299713A JP29971388A JP2534550B2 JP 2534550 B2 JP2534550 B2 JP 2534550B2 JP 63299713 A JP63299713 A JP 63299713A JP 29971388 A JP29971388 A JP 29971388A JP 2534550 B2 JP2534550 B2 JP 2534550B2
Authority
JP
Japan
Prior art keywords
gravel
roadbed
work
track
vehicle
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 - Lifetime
Application number
JP63299713A
Other languages
Japanese (ja)
Other versions
JPH02147704A (en
Inventor
清一 猪狩
透 山田
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.)
Komatsu Ltd
Original Assignee
Komatsu 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 Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP63299713A priority Critical patent/JP2534550B2/en
Publication of JPH02147704A publication Critical patent/JPH02147704A/en
Application granted granted Critical
Publication of JP2534550B2 publication Critical patent/JP2534550B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、道床の交換を行う作業方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to a work method for replacing a roadbed.

〔従来の技術〕[Conventional technology]

従来のこの種の道床交換方法として特公昭51−43642
号公報に開示されたように道床交換軌道上にスクレーコ
ンベアとウエストコンベアを配置する、また隣接する軌
道上に空トロリーと新砂利積載のトロリーを順次移動さ
せるものがある。
Japanese Patent Publication No.
As disclosed in the publication, there is a system in which a scrap conveyor and a waist conveyor are arranged on a track exchanging track, and an empty trolley and a gravel loading trolley are sequentially moved on adjacent tracks.

また軌道モータに掘削機を装備しトロリーを牽引して
道床の側溝掘削を行うものとして特開昭57−169101号公
報がある。
Japanese Patent Laid-Open No. 169101/1982 discloses an orbital motor equipped with an excavator to pull a trolley to excavate a ditch on a roadbed.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

上記の特公昭51−43642号公報の開示技術のものは、
トロリーの車両編成が大がかりであり、またコンベヤ装
置が大型となり緊急時の脱出が不可能になっていたし、
また複線のみの構成であり、単線では道床交換は不可能
になっていた。
The technology disclosed in the above Japanese Patent Publication No. 51-43642,
The trolley's rolling stock was large, and the conveyor system was so large that it was impossible to escape in an emergency.
In addition, it has a structure with only double tracks, so it was impossible to replace the track with a single track.

また特開昭57−169101号公報の開示技術のものは、道
床の側溝掘削のみであり、掘削機が360度回転不可能な
ため道床の交換作業に不適当なものであった。
Further, the technique disclosed in Japanese Patent Laid-Open No. 57-169101 is only suitable for excavating a ditch on a roadbed, and the excavator cannot rotate 360 degrees, which is unsuitable for roadbed replacement work.

本発明は上記の事情に鑑みなされたものであってその
目的とするところは同一軌道での道床の掘削と廃砂利の
運び出し、新砂利の積込、敷きならしの同時作業が可能
になって道床交換を容易に行うことができる。また緊急
時の脱出が容易になり、また、掘削担当機と運搬担当機
の組合せにより、いわゆる単線での作業が可能になり、
さらに、運搬車両にトロリー、軌道車が利用でき、これ
ら車両は施工業者が保有できユーザコストを安くするこ
とができる道床の交換方法を提供することにある。
The present invention has been made in view of the above circumstances, and the purpose thereof is to enable simultaneous work of excavating a roadbed in the same track and carrying out waste gravel, loading new gravel, and leveling. Roadbed exchange can be easily performed. In addition, it becomes easier to escape in an emergency, and by combining the machine in charge of excavation and the machine in charge of transportation, it is possible to work on a single line,
Furthermore, a trolley and a rail car can be used as a transportation vehicle, and it is an object of the present invention to provide a method for exchanging a roadbed that can be owned by a contractor and can reduce user costs.

〔課題を解決するための手段及び作用〕[Means and Actions for Solving the Problems]

上記の目的を達成するために本発明は、道床を交換し
ようとするレール上に、砂利の掘削、積込み敷きならし
作業が可能な作業機を備えると共に、レール上を自走可
能にした2台の軌道作業車と、ダンプ作動を可能にした
砂利運搬車両を乗り入れ、一方の軌道作業車に、道床掘
削、廃砂利の積込みの作業を担当させ、他方の軌道作業
車に、新砂利の砂利運搬車両への積込みと、この砂利運
搬車両を道床掘削完了場所へ移動させて新砂利を降ろす
と共に、この新砂利の敷きならし作業を担当させて道床
の交換を行う。
In order to achieve the above-mentioned object, the present invention is provided with a working machine capable of excavating gravel and laying down and laying gravel on a rail whose roadbed is to be replaced, and two self-propelled vehicles on the rail. The railroad work vehicle and the gravel transport vehicle capable of dumping are loaded, one railroad work vehicle is in charge of excavation of the roadbed and loading of waste gravel, and the other railroad work vehicle is loaded with gravel of new gravel. Loading the vehicle and moving this gravel transport vehicle to the location where the roadbed excavation has been completed to unload the new gravel, and let the gravel laying work be performed to replace the roadbed.

〔実 施 例〕〔Example〕

以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第1図乃至第4図にホイール式の軌道作業車Aを示
す。
1 to 4 show a wheel-type track work vehicle A.

この軌道作業車Aは車体1を備えており、車体1は前
後の走行輪2,3とこれら走行輪2,3の駆動系4とを具備し
ている。前側の走行輪2は前車軸機構5に支持されてい
て、この前車軸機構5は、車体1の前端部に固設された
支持体6に軸ピン7により取付けられてこの軸ピン7を
揺動支点にしている。車体1には前車軸機構5の揺動を
制御するアクチュエータ8が設けてある。前記走行輪2,
3はタイヤ9の内側に輪体10を取付けて成る。前記車体
1には旋回機構11を介して旋回体12が設けてあり、この
旋回体12に作業機13と運転席14とコントロール系15とが
設けてある。この作業機13はブーム16とアーム17とバケ
ット18とこれらブーム16、アーム17及びバケット18のそ
れぞれの作動シリンダ19,20,21とを備えている。
The track work vehicle A includes a vehicle body 1, and the vehicle body 1 includes front and rear traveling wheels 2 and 3 and a drive system 4 for the traveling wheels 2 and 3. The front traveling wheel 2 is supported by a front axle mechanism 5, and the front axle mechanism 5 is attached to a support body 6 fixed to the front end portion of the vehicle body 1 by an axle pin 7 to swing the axle pin 7. It is used as a fulcrum. The vehicle body 1 is provided with an actuator 8 for controlling the swing of the front axle mechanism 5. The running wheels 2,
A wheel body 3 is attached to the inside of the tire 9. The vehicle body 1 is provided with a revolving structure 12 via a revolving mechanism 11, and the revolving structure 12 is provided with a working machine 13, a driver's seat 14 and a control system 15. The working machine 13 includes a boom 16, an arm 17, a bucket 18, and operating cylinders 19, 20, 21 of the boom 16, the arm 17, and the bucket 18, respectively.

前記前車軸機構5には左右の支持アーム22,22′の基
部が上下揺動可能に取付けてあり、これら支持アーム2
2,22′の先端部には横桿23が取付けてある。この横桿23
の両側部には係合片24,25がピン26により、上向き(走
行時)及び下向き(作業時)に設定自在に設けてある。
また、27は油圧シリンダであり、この油圧シリンダ27は
前記車体1と横桿23間に角度をつけて取り付けてあり、
油圧シリンダ27のスピンドルが収縮した際に横桿23側が
持ち上がり、伸長した際に下降する。
Bases of left and right support arms 22 and 22 'are mounted on the front axle mechanism 5 so as to be vertically swingable.
A horizontal rod 23 is attached to the tips of the 2, 22 '. This horizontal rod 23
Engagement pieces 24 and 25 are provided on both side portions by pins 26 so as to be set upward (when traveling) and downward (when working).
Also, 27 is a hydraulic cylinder, and this hydraulic cylinder 27 is attached at an angle between the vehicle body 1 and the horizontal rod 23,
When the spindle of the hydraulic cylinder 27 contracts, the side of the horizontal rod 23 is lifted, and when it is expanded, it is lowered.

第3図は作業中の軌道作業車Aを示し、道床28のレー
ル29上を輪体10で現場まで走行し、油圧シリンダ27を操
作して枕木30の手前左右に係合片24,25を引掛け、バケ
ット18の反力で前進するのを阻止しながら作業を行な
う。
FIG. 3 shows an orbital work vehicle A under work. The track work vehicle A is traveled on the rail 29 of the roadbed 28 to the site with the wheel body 10 and the hydraulic cylinder 27 is operated to disengage the engaging pieces 24, 25 on the left and right sides of the sleeper 30. Work is performed while being prevented from being hooked and moved forward by the reaction force of the bucket 18.

又、レール29に付いて浮上した枕木30は第4図に示す
ように係合片24,25で矢印方向に押しながら自由に移動
させる。
Further, the sleeper 30 floating on the rail 29 is moved freely while being pushed in the direction of the arrow by the engaging pieces 24, 25 as shown in FIG.

第5図乃至第7図にクローラ式の軌道作業車Bを示
す。
5 to 7 show a crawler-type track work vehicle B.

この軌道作業車Bはエンジン駆動の作業車両31を備え
ており、この作業車両31にはゴム製の走行用クローラ3
2,32′が装備してある。走行用クローラ32,32′はレー
ル29の幅とほぼ同一にしてある。作業車両31は旋回台33
を備えており、この旋回台33上にブーム34、アーム35、
バケット36およびこれらの作動シリンダ37,38,39を有す
る作業機40と運転席41とコントロール系42とが設けてあ
る。作業車両31の前端部には前側車輪機構Eと前側起伏
作動機構Fとが設けてある。
The track work vehicle B includes an engine-driven work vehicle 31. The work vehicle 31 includes a rubber crawler 3 for traveling.
It is equipped with 2,32 '. The traveling crawlers 32, 32 'are substantially the same width as the rail 29. Work vehicle 31 is swivel 33
It is equipped with a boom 34, arm 35,
A bucket 36 and a working machine 40 having these operating cylinders 37, 38, 39, a driver's seat 41, and a control system 42 are provided. A front wheel mechanism E and a front undulating operation mechanism F are provided at the front end of the work vehicle 31.

この前側車輪機構Eは作業車両31の前端部の左右の支
持ブラケット43,43′に軸ピン45,45′で取付けられた支
持アーム44,44′を備えており、これら支持アーム44,4
4′の先端部には支持部材46が取付けてあり、支持部材4
6の両端部には車輪47が方向転換装置48により90゜の方
向転換が可能に設けてある。
The front wheel mechanism E includes support arms 44, 44 'attached to the left and right support brackets 43, 43' at the front end of the work vehicle 31 with shaft pins 45, 45 '. These support arms 44, 4'
A support member 46 is attached to the tip of 4 ',
Wheels 47 are provided at both ends of 6 so that they can be turned by 90 ° by a turning device 48.

また、前側起伏作動機構Fは作業車両31の前端部中央
のシリンダ支持ブラケット49にピン50で取付けられた油
圧シリンダ51を備えており、油圧シリンダ51のピストン
ロッド52はクロスメンバ46′に設けたブラケット53にピ
ン54で取付けてある。
Further, the front-side up-and-down actuating mechanism F is provided with a hydraulic cylinder 51 attached to a cylinder support bracket 49 at the center of the front end of the work vehicle 31 with a pin 50, and a piston rod 52 of the hydraulic cylinder 51 is provided on a cross member 46 '. It is attached to bracket 53 with pin 54.

作業車両31の後端部には、前側車輪機構Eと同構成の
後側車輪機構E′と前側起伏作動機構Fと同構成の後側
起伏作動機構F′とが設けてある。
At the rear end of the work vehicle 31, there are provided a rear wheel mechanism E ′ having the same structure as the front wheel mechanism E, and a rear undulating operation mechanism F ′ having the same structure as the front undulating operation mechanism F.

また、前側車輪機構Eには手動式の油圧ポンプ55が設
けてある。
Further, the front wheel mechanism E is provided with a manual hydraulic pump 55.

そして、油圧ポンプ55と油圧シリンダ51,51′とは配
管57,58を介して接続してある。
The hydraulic pump 55 and the hydraulic cylinders 51, 51 'are connected via pipes 57, 58.

そして、トラック等で軌道侵入場所まで運ばれた軌道
作業車Bは走行用クローラ32,32′を利用してレール29
上に平行に乗り入れて各車輪47をレール29上に合せ、次
に油圧シリンダ51,51′を作動させて前、後側車輪機構
E,E′を降ろし、車輪47をレール29に係合させる。この
状態で走行用クローラ32,32′を駆動することにより軌
道作業車Bはレール29上を車輪47により案内されながら
走行する。
Then, the track work vehicle B carried to the track invasion place by a truck or the like uses the traveling crawlers 32, 32 'to rail 29.
Get in parallel with each other, align each wheel 47 on the rail 29, and then operate the hydraulic cylinders 51, 51 'to operate the front and rear wheel mechanisms.
E, E ′ are lowered and the wheel 47 is engaged with the rail 29. By driving the traveling crawlers 32, 32 'in this state, the track work vehicle B travels on the rail 29 while being guided by the wheels 47.

また、軌道作業車Bをレール29上で早く走行させたい
場合には、第7図のように前記油圧シリンダ51,51′を
伸長させて前、後側車輪機構E,E′を下方に回動して作
業車両31を持上げて走行用クローラ32,32′を浮かせ車
輪47のみで軌道作業車Bを支持し、モータカーまたは軌
道車等で牽引する。
Further, when the track work vehicle B is desired to travel on the rail 29 quickly, the hydraulic cylinders 51 and 51 'are extended to rotate the front and rear wheel mechanisms E and E'downward as shown in FIG. The work vehicle 31 is moved to lift the work crawlers 32, 32 ', and the track work vehicle B is supported only by the wheels 47, and the work vehicle 31 is towed by a motor car or a track car.

次に軌道の道床の交換工事を説明する。 Next, the replacement work of the track bed will be explained.

道床掘削のレール29上に掘削作業時の安定性に優れる
クローラ式の軌道作業車Bを乗り入れる。レール29の側
方の側道60にはダンプトラックCと搬送用ベルトコンベ
ヤ装置Dとが待機している(第8図参照)。
The crawler-type track work vehicle B, which is excellent in stability during excavation work, is mounted on the rail 29 for roadbed excavation. A dump truck C and a conveyor belt conveyor device D stand by on a side road 60 on the side of the rail 29 (see FIG. 8).

したがって、前記軌道作業車Bの作業機40を操作して
道床掘削を行い、この道床掘削で生じた廃砂利を搬送用
ベルトコンベヤ装置DでダンプトラックCに積込む。
Therefore, the work implement 40 of the track work vehicle B is operated to perform roadbed excavation, and the waste gravel generated by the roadbed excavation is loaded on the dump truck C by the conveyor belt conveyor device D.

一方クローラ式の軌道作業車Bに比較して車速の速い
ホイール式の軌道作業車Aと砂利運搬車両としてのトロ
リーGとを組合せ、これらをクローラ式の軌道作業車B
と同一レール上に乗り入れ、新砂利積込場所Hにおい
て、トロリーGに、作業機13を操作して新砂利を積込
む。
On the other hand, a wheel type track work vehicle A and a trolley G as a gravel transport vehicle, which have a higher vehicle speed than the crawler type track work vehicle B, are combined, and these are combined.
At the new gravel loading place H, the working machine 13 is operated to load the new gravel onto the trolley G at the new gravel loading location H.

このトロリーGを第9図に示すように軌道作業車Aで
上記の道床掘削場Jまで移送し、トロリーGのダンプ作
動により新砂利を道床掘削場Jに落ろし、軌道作業車A
の作業機13や、係合片24,25等を操作して、あらかじめ
定めた道床の形状に新砂利の敷きならしを行う。
As shown in FIG. 9, the trolley G is transferred by the track work vehicle A to the above-mentioned roadbed excavation site J, and the dump operation of the trolley G drops the new gravel to the roadbed excavation site J.
By operating the working machine 13, the engaging pieces 24, 25, etc., the new gravel is laid in a predetermined roadbed shape.

次にホイール式の軌道作業車Aは空荷のトロリーGを
牽引して再び新砂利積込場所Hに戻り、トロリーGに新
砂利を積込む。
Next, the wheel-type track work vehicle A pulls the empty trolley G, returns to the new gravel loading place H again, and loads new gravel on the trolley G.

なお、上記の道床の交換方法において、トロリーGの
代わりに第10図に示すように軌道車G′を使用してもよ
いし、上記廃砂利の搬送用ベルトコンベヤ装置Dとダン
プトラックCを用いる代りに、第11図に示すようにクロ
ーラ式の軌道作業車BがトロリーGを牽引するようにし
て廃砂利をトロリーGに積込むことにより廃砂利搬送を
行ってもよい。
In the above-mentioned method of exchanging the track bed, a rail car G'may be used instead of the trolley G as shown in FIG. 10, or the belt conveyor device D for transferring waste gravel and the dump truck C may be used. Alternatively, as shown in FIG. 11, the crawler-type track work vehicle B may pull the trolley G to load the waste gravel into the trolley G to carry the waste gravel.

またホイール式の軌道作業車Aが行う新砂利の敷きな
らし作業は必要に応じてクローラ式の軌道作業車Bの作
業機40を操作して支援してもよい。
Further, the laying work of the new gravel performed by the wheel-type track work vehicle A may be assisted by operating the work machine 40 of the crawler-type track work vehicle B as necessary.

〔発明の効果〕〔The invention's effect〕

以上詳述したように、本発明に係る道床の交換方法
は、道床を交換しようとするレール上に、砂利の掘削、
積込み敷きならし作業が可能な作業機を備えると共に、
レール上を自走可能にした2台の軌道作業車と、ダンプ
作動を可能にした砂利運搬車両を乗り入れ、一方の軌道
作業車に、道床掘削、廃砂利の積込みの作業を担当さ
せ、他方の軌道作業車に、新砂利の砂利運搬車両への積
込みと、この砂利運搬車両を道床掘削完了場所へ移動さ
せて新砂利を降ろすと共に、この新砂利の敷きをならし
作業を担当させることを特徴とするものである。
As described in detail above, the method for exchanging a roadbed according to the present invention is such that the gravel is excavated on the rail for which the roadbed is to be replaced,
In addition to being equipped with a working machine that can perform loading and laying work,
Two self-propelled rail track vehicles and a gravel transport vehicle capable of dumping are loaded, one track truck is responsible for excavating the roadbed and loading waste gravel, and the other The orbital work vehicle is characterized by loading new gravel onto a gravel transport vehicle, moving this gravel transport vehicle to the location where the roadbed excavation is completed, unloading new gravel, and laying out the new gravel. It is what

したがって、2台の軌道作業車を用いるために、同一
軌道での道床の掘削と廃砂利の運び出し、新砂利の積
込、敷きならしが可能になって道床交換を容易に行うこ
とができるし、2台の軌道作業車を、その一方を道床の
掘削と排出作業等の担当機として用い、他方を新砂利の
運搬と敷きならし作業等の担当機として用い、これらが
別々であるために、併行作業が可能となり、またそれぞ
れの軌道作業車は、それ単独では軽量であると共に、自
走可能であることから、緊急時の軌道からの脱出が容易
になる。
Therefore, since two orbital work vehicles are used, it is possible to excavate the roadbed, carry out the waste gravel, load new gravel, and level the gravel on the same track, so that the roadbed can be easily replaced. Two orbital work vehicles, one of which is used as a machine in charge of excavating and discharging roadbeds and the other as a machine in charge of transportation of new gravel and laying work, etc. Since parallel work is possible, and each track work vehicle is light in weight by itself and is self-propelled, it is easy to escape from the track in an emergency.

また、掘削、排出作業等の担当機と、運搬敷きならし
作業等の担当機の組合せにより、交換しようとする道床
のレールのみを用いることから、単線のレール上での作
業が可能になるし、運搬車両にトロリー、軌道車が利用
でき、これら車両は施工業者が保有できユーザコストが
安くなる。
Also, by combining the machine in charge of excavation, discharge work, etc. and the machine in charge of transport laying work etc., only the rail of the bedbed to be replaced is used, so it is possible to work on a single rail. , Trolleys and rail cars can be used as transportation vehicles, and these vehicles can be owned by the contractor, and user costs can be reduced.

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

第1図はホイール式の軌道作業車の側面図、第2図は同
一部省略した平面図、第3図、第4図は同作業状態の説
明図、第5図はクローラ式の軌道作業車の側面図、第6
図は同一部省略した平面図、第7図は同走行状態の説明
図、第8図は本発明方法の説明図、第9図はトロリー利
用の道床掘削および運搬の説明図、第10図は軌陸車利用
の道床掘削および運搬の説明図、第11図はトロリー利用
の道床掘削の説明図である。 A,Bは軌道作業車、Cはダンプトラック、Dは搬送用ベ
ルトコンベヤ装置、Gはトロリー。
FIG. 1 is a side view of a wheel-type track work vehicle, FIG. 2 is a plan view in which the same parts are omitted, FIGS. 3 and 4 are explanatory views of the same working state, and FIG. 5 is a crawler-type track work vehicle. Side view of the sixth
FIG. 7 is a plan view with the same parts omitted, FIG. 7 is an explanatory view of the same traveling state, FIG. 8 is an explanatory view of the method of the present invention, FIG. 9 is an explanatory view of roadbed excavation and transportation using a trolley, and FIG. FIG. 11 is an explanatory diagram of roadbed excavation and transportation using a railroad vehicle, and FIG. 11 is an explanatory diagram of roadbed excavation using a trolley. A and B are track work vehicles, C is a dump truck, D is a conveyor belt conveyor device, and G is a trolley.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】道床を交換しようとするレール上に、砂利
の掘削、積込み敷きならし作業が可能な作業機を備える
と共に、レール上を自走可能にした2台の軌道作業車
と、ダンプ作動を可能にした砂利運搬車両を乗り入れ、
一方の軌道作業車に、道床掘削、廃砂利の積込みの作業
を担当させ、他方の軌道作業車に、新砂利の砂利運搬車
両への積込みと、この砂利運搬車両を道床掘削完了場所
へ移動させて新砂利を降ろすと共に、この新砂利の敷き
ならし作業を担当させることを特徴とする道床の交換方
法。
1. A work machine capable of excavating gravel and laying and laying gravel on a rail on which a roadbed is to be replaced, and two track work vehicles capable of self-propelled on the rail and a dump truck. Enter the gravel transport vehicle that enabled the operation,
One track work vehicle is responsible for excavation of the roadbed and loading of waste gravel, and the other track work car is loaded into the gravel transport vehicle of the new gravel, and this gravel transport vehicle is moved to the location where the roadbed excavation is completed. The method of exchanging the roadbed is characterized by lowering the new gravel and laying the new gravel.
JP63299713A 1988-11-29 1988-11-29 Roadbed replacement method Expired - Lifetime JP2534550B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63299713A JP2534550B2 (en) 1988-11-29 1988-11-29 Roadbed replacement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63299713A JP2534550B2 (en) 1988-11-29 1988-11-29 Roadbed replacement method

Publications (2)

Publication Number Publication Date
JPH02147704A JPH02147704A (en) 1990-06-06
JP2534550B2 true JP2534550B2 (en) 1996-09-18

Family

ID=17876067

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63299713A Expired - Lifetime JP2534550B2 (en) 1988-11-29 1988-11-29 Roadbed replacement method

Country Status (1)

Country Link
JP (1) JP2534550B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH074502U (en) * 1993-06-25 1995-01-24 株式会社富士交通研究所 Excavator unloader
ES2454171T3 (en) * 2006-08-25 2014-04-09 Sersa Maschineller Gleisbau Ag Procedure and device for the renewal of a ballast bed
JP7304078B2 (en) * 2020-12-08 2023-07-06 保線機器整備株式会社 Trolley with undercutter

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5441762A (en) * 1977-09-09 1979-04-03 Nissan Motor Revolving pointer type meter

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5441762A (en) * 1977-09-09 1979-04-03 Nissan Motor Revolving pointer type meter

Also Published As

Publication number Publication date
JPH02147704A (en) 1990-06-06

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