EP0355240B1 - Zug zur Erneuerung eines Eisenbahngleises - Google Patents

Zug zur Erneuerung eines Eisenbahngleises Download PDF

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Publication number
EP0355240B1
EP0355240B1 EP88810568A EP88810568A EP0355240B1 EP 0355240 B1 EP0355240 B1 EP 0355240B1 EP 88810568 A EP88810568 A EP 88810568A EP 88810568 A EP88810568 A EP 88810568A EP 0355240 B1 EP0355240 B1 EP 0355240B1
Authority
EP
European Patent Office
Prior art keywords
train
car
mobile unit
renewal
new
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
EP88810568A
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English (en)
French (fr)
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EP0355240A1 (de
Inventor
Fritz Bühler
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.)
Scheuchzer SA
Original Assignee
Scheuchzer SA
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 Scheuchzer SA filed Critical Scheuchzer SA
Priority to EP88810568A priority Critical patent/EP0355240B1/de
Priority to DE8888810568T priority patent/DE3876990D1/de
Priority to AT88810568T priority patent/ATE83814T1/de
Priority to US07/385,891 priority patent/US4979247A/en
Priority to AU39458/89A priority patent/AU618831B2/en
Priority to DD89331830A priority patent/DD284068A5/de
Priority to JP1210805A priority patent/JPH02167901A/ja
Publication of EP0355240A1 publication Critical patent/EP0355240A1/de
Application granted granted Critical
Publication of EP0355240B1 publication Critical patent/EP0355240B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the subject of the present invention is a train for continuously renewing a railway track according to the preamble of claim 1 or 2.
  • Such a train is known from document GB-A 2 024 288.
  • This train comprises only one working unit formed by a railway wagon whose front end rests, in the working position, on the rear end of the chassis of a vehicle provided with guide rails for a gantry.
  • This gantry is intended to transport old and new sleepers.
  • the wagon is equipped with the elements to remove the old sleepers and lay the new sleepers as well as to remove the old rails and spread them laterally, as well as to lay the new rails that have been previously placed next to the track to be renewed.
  • the means for installing the new rails it is only mentioned in this document that there are guide members at the rear end of the chassis of the wagon, illustrated diagrammatically in FIG.
  • This renewal train as well as many other types of currently known trains generally consist of two wagons, one for the removal and the other for laying the track.
  • the two ends of the wagons facing each other rest on an intermediate bogie, the wheels of which are retractable and give way, in the working position, to a track capable of moving on the ballast; or else, in so-called "bridging" trains, the bogie is lifted and remains suspended.
  • the train according to the mentioned document is arranged to remove spans, that is to say assembled lengths, and not the sleepers and the rails separately.
  • the towing vehicle is loaded at the front end of the leading wagon, and in this position the gantry occupies not only the entire length of the leading wagon, but also part of the second wagon, which is unfavorable when running the train.
  • the train on the lead wagon of which the towing vehicle is loaded is advanced on the existing track until the lead wagon is at the height of the last existing rail.
  • a span is taken by the gantry and, while the train is immobilized, the towing vehicle is lowered on the ballast by means of the articulated arm, and moves in front of the train while causing in its movement the displacement of the gantry whose rear upright rolls on the guide rails until the entire span is above the location where it is to be laid.
  • the towing vehicle being immobilized on the ballast, the span is lowered onto the ballast and fixed to the rear span. During this time, the next span is brought to the lead wagon by said crane.
  • this train advances on the new laid span, so as to bring the gantry again over the entire length of the lead wagon above the next span to capture it and the operation is repeated.
  • the laying operation is not done continuously, but step by step, the train or the tractor moving alternately.
  • this train only comprises cranes or gantry cranes for transporting the spans of the storage wagons forwards, but there is no question of specific installations for handling the sleepers or the rails.
  • the purpose of the present invention is to produce a new renewal train making it possible to size, from case to case, the work units, to reduce the length of the work units in the running position with the least amount of effort, as well as to significantly reduce the weight of the machine.
  • This renewal train has the advantage of reducing the length of the work units to that of a single wagon, and of making it possible to adapt the size of the elements of the mobile unit to the working conditions and efforts, which allows to escape the demands placed on a railway car.
  • the mobile unit which comprises means for laying the new rails and is constituted by a mobile beam whose ends bear respectively on the deposit wagon and on a train auxiliary bearing.
  • the renewal train comprises a railway wagon 1 constituting the deposition unit and which moves on the track according to arrow F.
  • This wagon consists of a chassis provided at its rear end 11 with a two-axle bogie 3 whose wheels are retractable and between which is mounted a chassis with self-propelled tracks 2 also retractable.
  • the anterior end, devoid of a bogie, rests on the storage vehicle 12 for the sleepers, the vehicle to which it is articulated. This facilitates compliance, in curves, with the free passage template.
  • the tracked chassis 2 In the working position ( Figure 1), the tracked chassis 2 is lowered by hydraulic means to roll on the ballast, while the wheels of the bogie 3 are lifted. In the high walking position ( Figure 2), the wheels of the bogie 3 are lowered and roll on the rails R while the tracked chassis 2 is lifted.
  • the mobile laying unit 17 disposed at the rear of the train is built in a convertible manner between a working state and a resting state with a view to walking high.
  • the working state Figure 1
  • the front end of the mobile laying unit 17 is supported by a train 22 on the rear end 11 of wagon 1, while its rear end moves on the rails R2 of the renewed track by relying on a rolling support constituted in this case by a train of rollers 24 mounted by means of an upright 25 (FIG. 4) which can be lifted vertically and which is constituted, in the example considered, by telescopic cylinders 25a, 25b, 25c.
  • the mobile unit 17 is formed of a laying beam 18 supported at its front end by a transverse frame 18a (FIG. 3) fixed to the train of rollers 22, resting on the raceway 5 and , at its rear end, by the upright 25 fixed to the roller train 24. From this beam 18 are suspended, by movable arms 19a, roller clamps 19 for the rails, controlled by jacks, and making it possible to lift and center the new rails R2, as well as a known installation 21, for the installation of the new crosspieces T2.
  • the beam 18 is dimensioned only for lifting the new rails.
  • FIG. 5 schematically shows, in a transverse plane, an exemplary embodiment of the arrangement of the suspension of the rail clamps on the beam 18.
  • the arrangement of the elements is suspended from a shaft 35 housed under the beam , shaft which can pivot about an axis 39 perpendicular to the longitudinal direction of the beam, this axis 39 is also visible in FIG. 1.
  • a shaft 35 housed under the beam
  • shaft which can pivot about an axis 39 perpendicular to the longitudinal direction of the beam, this axis 39 is also visible in FIG. 1.
  • At this shaft 35 are articulated two symmetrical jacks 36 provided at their lower end with an arm 19a carrying the roller clamps 19 for the rails, and to adjust these rail clamps in the lateral direction, there are two other cylinders 37 articulated on the one hand on a central rod 38 fixed to the shaft 35 and on the other leaves at the lower end of the jacks 36.
  • the two roller clamps 19 for the rails can be adjusted in height by the jacks 36 and in the lateral direction by the jacks 37.
  • This shaft 35, pivoting about the axis 39, allows, in rest position, tilt the arrangement upwards, as shown in Figure 2.
  • the rear roller train 24 forming the rolling support as well as the rail clamps 19 are pulled by cables 20, to unload the load-bearing construction of the beam 18.
  • the cables 20 By pulling the roller train 24 as well as the clamps with rails 19 carrying the rails, by means of the cables 20, the force of the torque exerted on the beam 18 is reduced or avoided by all the loads that it supports. Consequently, these cables allow the mobile unit to be made in a lighter construction.
  • the installation installation is lifted 21 and the rail clamps 19 and the unit 17 is moved to the left, according to FIG. 1, on the wagon 1 by making roll the rollers 22 on the raceway 5.
  • the auxiliary roller train 23, fixed to the beam 18, supports the mobile unit 17 at the rear end, for walking up and down.
  • the mobile unit 17 is fully loaded on the wagon 1, the jacks 25a to 25c making it possible to lift the train of rollers 24 at the rear end.
  • the operation of the renewal train is as follows: at the start of construction, the mobile unit 17 is moved back and the roller train 24 is lowered using jacks 25a to 25c and centered on the track. Then, the installation 21 for laying the new sleepers is put into the working position.
  • the renewal begins: while the train is advancing continuously, the old rails R1, after dismantling their fasteners to the crosspieces at station 15 located on the storage vehicle 12, are removed using the rail clamps 6 , and the old sleepers T1 are dismantled one by one by the installation 7 comprising, in general, a sort of fork which lifts the sleepers on the conveyor 8, which conveys them on the storage conveyor 14 of the storage vehicle 12 by 1 'intermediary of the other transporter 8a. Behind the removal installation, the platform is leveled and, if necessary, lowered using the cutter 9.
  • new crossmembers T2 for example thirty, are brought from one of the transport vehicles 16 situated at the head of the train and they are unloaded onto the transporter 10.
  • the new sleepers T2 are placed one by one through the installation 21.
  • the new rails R2, previously deposited on each side of the old track, are lifted, centered and placed, by means of rail clamps 19, on the new crosspieces T2. This work is repeated while the train advances continuously and the roller train 24 rolls on the new rails R2.
  • the rolling support of the mobile laying unit 17 can be constructed in different ways.
  • the rear end of the beam 18 is supported, via a hinge 18b, for example a turntable, on a rail vehicle 26, while that its front end rests, as in the previous embodiment, on a roller train 22 which rolls on the raceway 5 of the wagon 1.
  • the rail vehicle 26 is mounted on two axles 27 and is coupled, in walking position upside down, in wagon 1.
  • Roller clamps 19 also hang from the beam 18 for the rails and the installation 21 for laying new sleepers T2.
  • the other elements of wagon 1 are the same as in the previous embodiment.
  • the railway vehicle 26 can be equipped with work places for mounting the fastenings of the new rails and can also be used as a material transport vehicle.
  • the rear end of the beam 18 is supported, by means of a hinge 31, on a bissel 28 provided with a fixed axle 29 and a movable auxiliary axle 30 which can be lowered in the working position and raised in the running position up front, in which it is coupled to the chassis of the wagon 1, as indicated in lines mixed in Figure 7.
  • the unit 17 comprises a mobile laying beam formed by three telescopic elements 32, 32a, 32b, beam whose front element 32 is suspended and slides in a frame 33 mounted at the tail of the chassis 1a of wagon 1, while the rear end of the last element 32b is supported, by means of an upright 25 composed of jacks, as illustrated in FIG. 1, on a train of rollers 24 as a rolling support which can be lifted in the running position upward.
  • This train of rollers 24 could also be replaced by a railway vehicle or by a dolly as described above.
  • this telescopic beam are suspended roller clamps 19 for the rails by means of the arms 19a and jacks 36, and an installation for installing the new cross members T2.
  • the installation installation of new sleepers is formed of two parts, namely a vertical conveyor 21a and a sleeper 21b.
  • the vertical conveyor 21a is suspended in a flexible manner on the first element 32 of the telescopic beam while the cross-member 21b is mounted tiltable or removable at the rear end of the wagon 1.
  • the other elements are the same as in the first embodiment and bear the same references.
  • the installation for laying the new sleepers is entirely mounted on the beam 18 or is completely mounted at the end of the wagon 1.
  • the laying unit only serves to center the new rails and is discharged from the laying installation.
  • the variants which have just been mentioned with regard to the installation of installation can also apply to the embodiment according to FIG. 1, namely that instead of being mounted on the beam, this installation of installation could be mounted completely at the end of wagon 1, or partly on the wagon and partly on the beam.
  • this installation is placed in the transport position, for example, using hydraulic cylinders making it possible to lift and rotate the various parts.
  • the rolling support formed by a train of rollers 24 is lifted by means of the jack 25 and is, in the rest state, entirely on the wagon 1, without that no element protrudes beyond the rear end thereof.
  • the vertical conveyor 21a is placed in an approximately horizontal position below the element 32 while the cross-member 21b is tilted on the chassis 1a of wagon 1 or dismantled and placed on this wagon. It is not absolutely necessary that nothing protrude from the rear side of the frame 33, but nothing must protrude from the rear end of the wagon 1.
  • the storage vehicle 12 is used to store the new sleepers which will have to be transported on the adjacent laying wagon while the dismantled sleepers are transported by the gantry to a transport vehicle 16.
  • this rolling support can also be used for dismantling the fixing of the rails to the head of the train.
  • the invention is not limited to the embodiments described but can have many variants.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Claims (12)

  1. Zug zur kontinuierlichen Erneuerung eines Eisenbahngleises, mit Transportwagen (16) für alte Schwellen (T1) und neue Schwellen (T2), einem in Form eines Eisenbahnwaggons aufgebautem Arbeitswagen, der an seinem den erwähnten Transportwagen (16) entgegengesetztem Ende mit einem Fahrgestell versehen ist, dessen Räder einziehbar und durch ein Raupenkettenfahrwerk (2) ersetzt sind, wenn der Zug arbeitet, wobei dieser Waggon (1) mit Mitteln zum Abbauen der alten Schienen (R1) und der alten Schwellen (T1) versehen ist und der erwähnte Zug ausserdem Mittel zum Verlegen neuer Schwellen (T2) und neuer Schienen (R2) aufweist, dadurch gekennzeichnet, dass die Verlegungsmittel (19) für die neuen Schienen (R2) auf einer beweglichen Einheit (17) installiert sind, welche sich während der Erneuerungsarbeiten einerseits auf dem erwähnten Ende des Waggons (1), der sich hinter den erwähnten Transportwagen (16) befindet, und andererseits auf einem rollenden Träger (24, 26, 28) abstützt, welcher sich kontinuierlich auf dem neuen Gleis (R2) bewegt, und dass die erwähnte bewegliche Einheit (17) in der Ruhestellung bei Leerfahrt auf dem Waggon (1) aufgeladen ist.
  2. Zug zur kontinuierlichen Erneuerung eines Eisenbahngleises, mit Transportwagen (16) für alte Schwellen (T1) und neue Schwellen (T2), einem in Form eines Eisenbahnwaggons aufgebautem Arbeitswagen, der an seinem den erwähnten Transportwagen (16) entgegengesetztem Ende mit einem Fahrgestell versehen ist, dessen Räder einziehbar und durch ein Raupenkettenfahrwerk (2) ersetzt sind, wenn der Zug arbeitet, wobei dieser Waggon (1) mit Mitteln zum Verlegen neuer Schienen (R2) und neuer Schwellen (T2) versehen ist und der erwähnte Zug ausserdem Mittel zum Abbauen alter Schwellen (T1) und alter Schienen (R1) aufweist, dadurch gekennzeichnet, dass die Mittel zum Abbauen (6) der alten Schienen (R1) auf einer beweglichen Einheit (17) installiert sind, welche sich während der Erneuerungsarbeiten einerseits auf dem erwähnten Ende des Waggons (1) und andererseits auf einem rollenden Träger (24, 26, 28) abstützt, welcher sich kontinuierlich auf dem alten Gleis (R1) bewegt, dass die erwähnten Transportwagen (16) sich am Ende des erwähnten Waggons (1) befinden und dass die erwähnte bewegliche Einheit (17) in Ruhestellung bei Leerfahrt auf dem Waggon (1) aufgeladen ist.
  3. Gleiserneuerungszug nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das andere Ende des erwähnten Waggons (1) an einem Materialwagen (12) angelenkt und ohne Fahrwerk ausgebildet ist und sich gelenkig auf dem Chassis des erwähnten Materialwagens (12) abstützt.
  4. Gleiserneuerungszug nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die bewegliche Einheit (17) aus wenigstens einem Balken (18) besteht, an welchem Verlegungselemente aufgehängt sind, und dass der erwähnte Balken sich auf dem erwähnten Waggon (1) mit einem Rollgestell (22) abstützt und verschiebbar ist.
  5. Gleiserneuerungszug nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die bewegliche Einheit (17) aus einem teleskopischen Balken (32, 32a, 32b) besteht, an welchem die Verlegungselemente aufgehängt sind, dass sich das ausgezogene Ende des erwähnten Balkens in der Arbeitsstellung auf dem rollenden Träger (24) abstützt, während das andere Ende an einem Rahmen (33) aufgehängt ist, der am benachbarten Ende des Waggons (1) montiert ist, und dass die Elemente dieses Balkens für die Leerfahrt ineinander eingeschoben und vollständig auf dem erwähnten Waggon (1) aufgeladen sind.
  6. Gleiserneuerungszug nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der erwähnte rollende Träger ein Rollgestell (24) ist, welches mit Hilfe eines einziehbaren Ständers (25), insbesondere mit Hilfe von Hubzylindern (25a bis 25c), bei Leerfahrt eingezogen werden kann.
  7. Gleiserneuerungszug nach Anspruch 6, dadurch gekennzeichnet, dass die bewegliche Einheit (17) mit einem Hilfsrollgestell (23) versehen ist, auf welchem sich die erwähnte bewegliche Einheit (17) bei Leerfahrt abstützt.
  8. Gleiserneuerungszug nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der rollende Träger ein Eisenbahnfahrzeug (26) ist, welches in der Leerfahrtposition an den Waggon (1) gekuppelt ist.
  9. Gleiserneuerungszug nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der rollende Träger ein Bissel-Fahrgestell (28, 29) ist, welches in der Leerfahrtstellung an den Waggon (1) gekuppelt und mit einem beweglichen Hilfsfahrwerk (30) ausgerüstet ist, welches in der Arbeitsstellung abgesenkt und für die Leerfahrt eingezogen ist.
  10. Gleiserneuerungszug nach einem der Ansprüche 4 oder 7, dadurch gekennzeichnet, dass die Transportwagen (16), der Materialwagen (12) und der Waggon (1) mit einer kontinuierlichen Rollbahn (5) für wengistens einen Portalkran (4) zum Heben und zum Transport der Schwellen ausgerüstet sind und dass die erwähnte Rollbahn (5) gleichfalls zur Verschiebung des Rollgestells (22) und gegebenenfalls des Hilfsrollgestells (23) in der Ruhestellung dient.
  11. Gleiserneuerungszug nach einem der Ansprüche 1 oder 3 bis 10, dadurch gekennzeichnet, dass die Installation zum Verlegen (21) der Schwellen auf die bewegliche Einheit eingeklappt werden kann.
  12. Gleiserneuerungszug nach einem der Ansprüche 1 oder 3 bis 11, dadurch gekennzeichnet, dass die Schienenzangen (19) und der rollende Träger der beweglichen Einheit (17) zur Entlastung des Verlegungsbalkens von Seilen (20) gezogen werden.
EP88810568A 1988-08-18 1988-08-18 Zug zur Erneuerung eines Eisenbahngleises Expired - Lifetime EP0355240B1 (de)

Priority Applications (7)

Application Number Priority Date Filing Date Title
EP88810568A EP0355240B1 (de) 1988-08-18 1988-08-18 Zug zur Erneuerung eines Eisenbahngleises
DE8888810568T DE3876990D1 (de) 1988-08-18 1988-08-18 Zug zur erneuerung eines eisenbahngleises.
AT88810568T ATE83814T1 (de) 1988-08-18 1988-08-18 Zug zur erneuerung eines eisenbahngleises.
US07/385,891 US4979247A (en) 1988-08-18 1989-07-26 Railroad track renewal train
AU39458/89A AU618831B2 (en) 1988-08-18 1989-08-09 Railway track renewal train
DD89331830A DD284068A5 (de) 1988-08-18 1989-08-16 Gleisumbauzug
JP1210805A JPH02167901A (ja) 1988-08-18 1989-08-17 鉄道線路復旧列車

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP88810568A EP0355240B1 (de) 1988-08-18 1988-08-18 Zug zur Erneuerung eines Eisenbahngleises

Publications (2)

Publication Number Publication Date
EP0355240A1 EP0355240A1 (de) 1990-02-28
EP0355240B1 true EP0355240B1 (de) 1992-12-23

Family

ID=8200597

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88810568A Expired - Lifetime EP0355240B1 (de) 1988-08-18 1988-08-18 Zug zur Erneuerung eines Eisenbahngleises

Country Status (7)

Country Link
US (1) US4979247A (de)
EP (1) EP0355240B1 (de)
JP (1) JPH02167901A (de)
AT (1) ATE83814T1 (de)
AU (1) AU618831B2 (de)
DD (1) DD284068A5 (de)
DE (1) DE3876990D1 (de)

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US5243918A (en) * 1991-08-12 1993-09-14 Herzog Contracting Company Railroad track laying system with multiple railroad tie handling
US5361704A (en) * 1989-03-30 1994-11-08 Herzog Contracting Corp. Railroad track laying system with multiple railroad tie handling
EP0466652B1 (de) * 1990-07-13 1995-09-06 Scheuchzer S.A. Vorrichtung zur Neutralisierung von neuen Eisenbahnschienen
CH686144A5 (fr) * 1991-10-30 1996-01-15 Matisa Materiel Ind Sa Train de renouvellement d'une voie ferree.
DE9305927U1 (de) * 1993-04-20 1994-05-26 Plasser Bahnbaumasch Franz Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises
EP0670932B1 (de) * 1993-09-16 1997-08-06 Matisa Materiel Industriel S.A. Gleisbaumaschine zur erneuerung von gleisen
US5528991A (en) * 1995-06-30 1996-06-25 Huber; Friedrich Apparatus and associated methods of laying track
ATA96796A (de) * 1996-06-04 1997-09-15 Plasser Bahnbaumasch Franz Maschine zum verlegen eines gleises
AT3918U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT6158U3 (de) * 2003-01-29 2004-03-25 Plasser Bahnbaumasch Franz Maschine zur behandlung eines gleises
EP1799909B1 (de) 2004-08-20 2016-03-09 Loram Maintenance Of Way, Inc. Langschienen-abnehmer- und -ablieferungssystem
AT505403B1 (de) * 2007-06-19 2009-01-15 Plasser Bahnbaumasch Franz Maschine zur aufnahme und lagerung von kleineisen eines gleises sowie verfahren
FR3021674A1 (fr) * 2014-05-27 2015-12-04 Eiffage Rail Ensemble de renovation de voie ferree
AT518062B1 (de) * 2016-02-15 2017-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaufahrzeug zur Durchführung von Gleisbauarbeiten
AT519220B1 (de) * 2016-11-04 2018-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Schienenfahrzeug mit Kranschienen für einen Portalkran
CA3130292A1 (en) 2018-02-16 2019-08-22 Bridge And Track Crane Llc D/B/A Rcrane Railroad maintenance systems and methods
RU191642U1 (ru) * 2019-05-29 2019-08-14 Открытое Акционерное Общество "Российские Железные Дороги" Навесное устройство на землеройно-транспортную технику, предназначенное для изгиба рельсового звена при укладке железнодорожного пути
FR3112352B1 (fr) * 2020-07-08 2023-10-27 Matisa Materiel Ind Sa Procédé de renouvellement de rails d’une voie ferrée par des longs rails nouveaux, et train de travaux associé
CN112319726B (zh) * 2020-11-09 2021-09-21 广州黄船海洋工程有限公司 一种火车运输船用加长轨道安装方法及工装车
DE102021202939A1 (de) 2021-03-25 2022-09-29 Robel Bahnbaumaschinen Gmbh Verfahren und Vorrichtung zum Durchführen von Gleisarbeiten

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CH569839A5 (en) * 1973-10-09 1975-11-28 Matisa Materiel Ind Sa Railway tracklaying machine - truss slides off wagon to span from wagon to tractor and handle track
CH585814A5 (en) * 1974-05-27 1977-03-15 Scheuchzer Auguste Les Fils De Track renewal unit - has series of wagons running with front on old and rear on new track containing roller conveyor with crane
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CH600046A5 (de) * 1977-04-22 1978-06-15 Matisa Materiel Ind Sa
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AT359537B (de) * 1978-09-14 1980-11-10 Plasser Bahnbaumasch Franz Gleisumbauzug mit portalfahrzeugen fuer schwellentransport
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IT1179729B (it) * 1984-07-10 1987-09-16 Enrico Valditerra Convoglio per il rinnovamento di strade ferrate

Also Published As

Publication number Publication date
AU618831B2 (en) 1992-01-09
DD284068A5 (de) 1990-10-31
AU3945889A (en) 1990-02-22
DE3876990D1 (de) 1993-02-04
US4979247A (en) 1990-12-25
EP0355240A1 (de) 1990-02-28
ATE83814T1 (de) 1993-01-15
JPH02167901A (ja) 1990-06-28

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