EP0971071B1 - Vorrichtung und Verfahren zum Verlegen von Eisenbahngleiselementen mittels eines Raupenfahrzeuges - Google Patents

Vorrichtung und Verfahren zum Verlegen von Eisenbahngleiselementen mittels eines Raupenfahrzeuges Download PDF

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Publication number
EP0971071B1
EP0971071B1 EP99430013A EP99430013A EP0971071B1 EP 0971071 B1 EP0971071 B1 EP 0971071B1 EP 99430013 A EP99430013 A EP 99430013A EP 99430013 A EP99430013 A EP 99430013A EP 0971071 B1 EP0971071 B1 EP 0971071B1
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EP
European Patent Office
Prior art keywords
track
vehicle
length
crawlers
vehicles
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
EP99430013A
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English (en)
French (fr)
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EP0971071A1 (de
Inventor
Frédéric Fassetta
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Fassetta Mecanique
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Fassetta Mecanique
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Publication of EP0971071A1 publication Critical patent/EP0971071A1/de
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    • 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
    • E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/145—Way of locomotion or support on the ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/146—Way of locomotion or support using other means than driven wheels as propulsion means
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/14—Way of locomotion or support
    • E01B2203/148—Way of locomotion or support having wheelsets that can be displaced horizontally or vertically

Definitions

  • the subject of the present invention is a method and device for laying of track element by caterpillar lorries.
  • the technical field of the invention is the field of transport, installation, removal and / or replacement, by pre-assembled sections of railway, switch or crossings not dismantled.
  • One of the main applications of the invention is to ability to install a track element in a planned location and prepared in advance along the axis of an existing railway line on which said track element is brought by moving means.
  • the problem is to be able to realize a device with mobile elements that are the most "light” and simplified possible, transportable themselves in a standard road gauge, suitable for adapt to any type of track element both in length and width, allowing great adaptability and following a which is reliable and controllable at any time without risk to the staff.
  • a solution to the problem posed is a method of laying of railway element with its corresponding device comprising at least, as in known systems, a vehicle self-propelled vehicle having at least two pairs of wheels suitable for move the vehicle on the rails of a feeder road located in the axis of the location where the said track element is to be minus a pair of liftable tracks from the chassis of said vehicle and able to move it on the ground and a suitable upper table supporting at least a portion of said track element, as well as minus a gantry fixed above the track element and comprising at least one pair of lateral support legs able to move vertically and to raise the said track element by pressing on the ground.
  • said vehicle and said gantry sounds independent of each other and the device comprises at least a second compact vehicles identical to the first vehicle and connected only by the track element, each vehicle having a pair of tracks arranged laterally to the outside of the wheels.
  • the vehicles comprise a top table capable of supporting at least a portion of said track element.
  • the upper table is composed of a central transversal stage mounted on an arm vertical able to rotate along its axis.
  • Each vehicle self-propelled with the above characteristics according to the invention, with only one pair of side tracks, is of a compact external dimensions, with a width of about one meter greater than that of the width of the driveway and a length less than double its width
  • the result is a new device and method of laying of track element by caterpillar lorries making it possible to reach the previous goal without having the disadvantages of devices current.
  • each vehicle allows to be easily transportable in itself and not to have heavy mechanical device, since the lever arms Chenille mounts relative to the load are reduced, decreasing thus the moments of flexion.
  • the capacity of each vehicle allows to be easily transportable in itself and not to have heavy mechanical device, since the lever arms Chenille mounts relative to the load are reduced, decreasing thus the moments of flexion.
  • the number of lorries, or self-propelled vehicles according to the invention dividing them under the whatever the length of it and ensuring their coordinated by a remote control system, which further ensures the safe operation of the operation for the staff.
  • Figure 1 is a side view of a portion of a device according to the invention disposed on a supply path and carrying a track element to pose.
  • FIG. 2 is a front view of a lorry according to the invention able to carry a track element in rolling position on the supply way.
  • FIG. 3 is a front view of the same lorry as FIG. 2 in position of displacement in the place where one must pose the track element.
  • FIG. 4 is a side view of the same device as the FIG. 1 according to a first method of setting up the element track in the desired location.
  • FIG. 5 is another side view of the device of FIG. 1 according to a second method of setting up the element of way.
  • said vehicle 1 and said gantry 4 are independent of each other and the device comprises at least a second vehicles 1 compact identical to the first vehicle and connected only by the track element 2 each vehicle 1 having a pair of tracks 5 disposed laterally on either side of the frame 12 on the outside of the wheels 6.
  • the upper table 7 of the vehicle 1 is composed of a transverse central plate of sufficient width to support at least one crossbeam 8 2 of the track element 2 which is guided and held on said platen between front and rear flanges of its upper surface; in addition, said central plate is mounted on a vertical arm 15 adapted to pivot along its axis ZZ 'as shown in FIG. 2, in particular to be able to follow curves of the supply channel since the track element to be fitted is carried by at least two self-propelled vehicles 1 traveling on said supply path.
  • the overall external width I 1 of the tracks 5 is of the order of 2700 mm maximum; the width of the tracks 3 is for this reason of the order of 450 mm and said tracks are then placed very close to said rails of the feedway 3 and bear in the lower position at the reference ground 9 1 corresponding to above sleepers 8 1 support of these rails 3.
  • the vertical displacement stroke the pair of caterpillars 5 is at least equal to the height h 2 of the track which is the sum of the height of the sleepers 8 1 track supports 3 and that of the rails 3 thereof; the bottom 9 2 of the excavation 10 depth P and to receive the track element 2 is in fact at least at the lower bearing surface of the cross members 8 1.
  • Such a lorry or self-propelled vehicle 1 can be motorized by a soundproof diesel engine coupled to a hydrostatic transmission allowing it to dispose in permanence of the maximum of its power of the order of 60 HP, and move by hydraulic drive tracks for example empty at 6KM / h and 3KM / h with a load of 20 tonnes.
  • said vehicle according to the invention is equipped of a radio control system, and all the more so when there is not only two vehicles 1 support of the same track element 2, but possibly several when the length of it required.
  • Standard radio control equipment may include a transmitter for seven receivers with the possibility to select from one to seven lorries as needed; the lorries can be positioned in any order always in the same direction that walking: to facilitate their identification, each lorry can then be equipped with a housing with seven switches allowing him assign a serial number from one to seven.
  • the radio control is proportional in order to continuously monitor the speed of displacement, and also controls the hydrostatic braking: the Negative braking system helps immobilize the lorry as soon as its command is no longer actuated or in case of mechanical problem.
  • Such lorries 1 can also be unbraided manually and towed and are preferably equipped with a manual help to clear them manually in case of failure.
  • the gantries 4 which are fixed and can circulate on the track element 2 which they handle can be put on it with a crane or any lifting gear: they are arranged according to the handling specifications of the manufacturer of the and can be of any type. Generally for a standard track element with 8 2 wooden crosspieces, the distance between two gantries should not exceed 12 m as a gap between two lorries 1 while with concrete sleepers, the position will be rather 8 m approximately.
  • the gantry 4 When the gantry 4 is positioned on the track element 2, it is attached to it thanks to its hydraulic clamps 14: a chain of safety passing under the rail of the track element pallie at any risk problem during operations; placing orders place of these portals 4 are made manually to avoid any risk of false maneuver.
  • These porticoes allow a Lateral deflection by shifting thanks to a sliding system and moving the support legs 13 away from each other, and can therefore serve to mount the track element 2 on the lorries 1; all the operations requiring simultaneity between the various gantries can be done in a radio-controlled way as for the simultaneous displacement of lorries 1.
  • the caterpillar lorries 1 having a skid table 7 supporting a single cross member 8 of the track element 2, it is installed by any means of lifting on at least two vehicles 1 which comprise a pair of tracks 5 raised and arranged laterally outside the wheels 6; we fix above the track element 2 at least two gantries 4 independent of the vehicles 1 as indicated above.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Variable-Direction Aerials And Aerial Arrays (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Claims (8)

  1. Vorrichtung zum Verlegen eines Gleiselementes (2) umfassend
    mindestens ein erstes Fahrzeug (1) mit Eigenantrieb, welches mindestens zwei Paar Räder (6), die geeignet sind, das Fahrzeug auf den Schienen (3) eines Versorgungsgleises zu verschieben, das sich in der Achse der Einbaustelle (10) befindet, wo das Gleiselement (2) abgelegt werden soll, mindestens ein Paar Raupen (5), die ausgehend vom Fahrgestell des Fahrzeuges einziehbar und geeignet sind, das Fahrzeug auf dem Boden (16) zu verschieben, und eine obere Platte (7) umfaßt, die geeignet ist, mindestens einen Abschnitt des Gleiselementes (2) zu tragen,
    mindestens einen Portalkran (4), der oberhalb des Gleiselementes (2) befestigt ist und mindestens ein Paar seitliche Stützbeine (13) umfaßt, die geeignet sind, sich vertikal zu bewegen und das Gleiselement (2) durch Abstützen auf dem Boden (16) hochzuheben,
       dadurch gekennzeichnet,
    daß das Fahrzeug (1) und der Portalkran (4) voneinander unabhängig sind und die Vorrichtung mindestens ein zweites kompaktes Fahrzeug (1) umfaßt, das mit dem ersten Fahrzeug identisch und mit diesem nur durch das Gleiselement (2) verbunden ist, wobei jedes Fahrzeug (1) ein Paar Raupen(5) umfaßt, die seitlich außerhalb der Räder (6) angeordnet sind, und
    daß die obere Platte (7) jedes Fahrzeuges (1) aus einer zentralen Querplatine mit einer Breite, die ausreichend ist, um mindestens eine Querschwelle (82) des Gleiselementes (2) zu tragen, besteht und auf einem vertikalen Arm (15) befestigt ist, der geeignet ist, sich entlang seiner Achse ZZ' zu drehen.
  2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß jedes Fahrzeug (1) ferngesteuert ist.
  3. Vorrichtung nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß die Außenbreite I1 des Raupenpaares (5) in der Größenordnung von maximal 2700 mm für einen Achsabstand der Gleisschienen (3) von ungefähr 1700 mm liegt, wobei sich die Raupen (5) in tiefer Position auf die Querschwelle (81) der Schienen (3) des Versorgungsgleises abstützen können.
  4. Vorrichtung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß der vertikale Verlauf der Verschiebung des Raupenpaares (5) mindestens gleich der Summe der Höhe der Querschwellen (81), Träger der Gleise, und der Höhe der Schienen (3) des Gleises ist.
  5. Verfahren zum Verlegen des Bahngleiselementes (2) mit Hilfe einer Vorrichtung nach einem der Ansprüche 1 bis 4,
       dadurch gekennzeichnet, daß
    das Gleiselement (2) auf mindestens zwei der kompakten Fahrzeuge (1) abgelegt wird, welche jedes ein Paar eingezogener und seitlich außerhalb der Räder (6) angeordneter Raupen (5) aufweisen,
    oberhalb des Gleiselementes (2) mindestens zwei unabhängige Portalkräne (4) der Fahrzeuge (1) befestigt werden,
    die Konstruktion, welche das Gleiselement (2) trägt, zur Einbaustelle (10), die in der Achse des Versorgungsgleises (3) vorbereitet ist, durch ein Rollen darauf nach vorn bewegt wird,
    in der Nähe der Einbaustelle (10) die Raupen (5) herabgelassen werden, bis sie sich auf den Querschwellen (81) des Gleises (3) abstützen und die Räder des Fahrzeuges (1) oberhalb des Gleises hochheben,
    das erste Fahrzeug (1), und im Anschluß daran nach und nach die anderen, in die Einbaustelle (10) herabgelassen wird/werden, wobei die Höhe (h1) ihrer oberen Platte (7) in Bezug auf die Querschwellen (81) quasi konstant gehalten wird, wobei mindestens die Raupen (5) vertikal verschoben werden,
    die Stützbeine (13) der Trägerkräne (4), wenn die Konstruktion des Gleiselementes (2) auf diese Weise oberhalb ihrer Einbaustelle (10) angeordnet wird, herabgelassen werden, um das Gleiselement (2) zu übernehmen, und die oberen Stützplatten (7) der Fahrzeuge (1) frei gemacht werden,
    die Fahrzeuge (1) in der Achse des Gleises ausgeführt werden und das Gleiselement (2) durch die Portalkräne (4) in seine Einbaustelle (10) angeordnet wird.
  6. Verfahren nach Anspruch 5, dadurch gekennzeichnet, daß - wenn sich das Fahrzeug (1) in die Einbaustelle (10) hinab begibt - es zum Neigen gebracht wird und das Gleiselement (2) durch einfaches drehendes Abstützen einer seiner Querschwellen (82) auf der Stützquerplatte (7) des Fahrzeuges (1) gehalten wird.
  7. Verfahren zum Verlegen eines Bahngleiselementes mit Hilfe einer Vorrichtung nach einem der Ansprüche 1 bis 4,
       dadurch gekennzeichnet, daß
    das Gleiselement (2) auf mindestens zwei der kompakten Fahrzeuge (1) abgelegt wird, welche jedes ein Paar eingezogener und seitlich außerhalb der Räder (6) angeordneter Raupen (5) aufweisen,
    oberhalb des Gleiselementes (2) mindestens zwei unabhängige Portalkräne (4) der Fahrzeuge (1) befestigt werden,
    am Ende und oberhalb der Einbaustelle (10) zwei provisorische Positionierungsrampen (11) in der Achse der Schienen des Versorgungsgleises (3) angeordnet werden,
    die Konstruktion, welche das Gleiselement (2) trägt, zur Einbaustelle (10) rollend auf dem Versorgungsgleis (3) nach vom bewegt wird, bis das erste Fahrzeug (1) auf den provisorischen Rampen (11) rollt und sich darauf befindet,
    die Raupen (5) des ersten Fahrzeuges (1) bis zum Boden der Einbaustelle (10) und auf beiden Seiten der provisorischen Rampen (11) herabgelassen werden und daraufhin die Räder des ersten Fahrzeuges oberhalb der provisorischen Rampen (11) hochgehoben werden,
    die Konstruktion weiterhin nach vom bewegt wird, einerseits getragen von den Raupen (5) des ersten Fahrzeuges und andererseits von den Rädem (6) der folgenden Fahrzeuge, bis der Betrieb für diese wiederholt wird,
    wenn die Konstruktion des Gleiselementes (2) auf diese Weise oberhalb ihrer Einbaustelle (10) angeordnet ist, die Stützbeine (13) der Portalkräne (4) herabgelassen werden, um das Gleiselement zu übemehmen, die oberen Stützplatten (7) der Fahrzeuge (1) frei gemacht und die provisorischen Rampen (11) entfernt werden,
    die Fahrzeuge (1) aus der Achse des Gleises gebracht werden und das Gleiselement (2) durch die Portalkräne (4) in seine Einbaustelle (10) angeordnet wird.
  8. Fahrzeug (1) mit Eigenantrieb für das Verlegen eines Bahngleiselementes (2) mit Hilfe einer Vorrichtung nach einem der Ansprüche 1 bis 4, welches mindestens zwei Paar Räder (6), die geeignet sind, das Fahrzeug auf den Schienen eines Versorgungsgleises (3) zu verschieben, mindestens ein Paar Raupen (5), die ausgehend vom Fahrgestell (12) des Fahrzeuges einziehbar und geeignet sind, das Fahrzeug auf dem Boden zu verschieben, und eine obere Platte (7) umfaßt, die geeignet ist, mindestens einen Abschnitt des Gleiselementes (2) zu tragen, dadurch gekennzeichnet, daß das Fahrzeug ein einziges Paar Raupen (5) umfaßt, die seitlich außerhalb der Räder (6) angeordnet sind, wobei die Außenabmessung des Fahrzeuges kompakt ist, mit einer Breite in der Größenordnung von einem Meter über der Breite des Versorgungsgleises (3) und einer Länge, die geringer als das Doppelte seiner Breite ist, und dadurch, daß die obere Platte aus einer zentralen Querplatine besteht, die auf einem vertikalen Arm (15) befestigt ist, der geeignet ist, sich entlang seiner Achse ZZ' zu drehen.
EP99430013A 1998-07-10 1999-07-09 Vorrichtung und Verfahren zum Verlegen von Eisenbahngleiselementen mittels eines Raupenfahrzeuges Expired - Lifetime EP0971071B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9809073 1998-07-10
FR9809073A FR2780993B1 (fr) 1998-07-10 1998-07-10 Procede et dispositif de pose d'element de voie par des lorries a chenilles

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Publication Number Publication Date
EP0971071A1 EP0971071A1 (de) 2000-01-12
EP0971071B1 true EP0971071B1 (de) 2005-01-19

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EP (1) EP0971071B1 (de)
AT (1) ATE287472T1 (de)
CA (1) CA2277359A1 (de)
DE (1) DE69923257T2 (de)
ES (1) ES2237063T3 (de)
FR (1) FR2780993B1 (de)

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AT501047B1 (de) * 2004-11-22 2006-06-15 Plasser Bahnbaumasch Franz Transportwagen zum transport eines portalkranes
NL1030308C2 (nl) * 2005-10-31 2007-05-03 Konink Bam Groep Nv Werkwijze en stelinstallatie voor het vervaardigen van een spoorbaantraject.
AT504031B1 (de) * 2006-05-02 2009-03-15 Oebb Infrastruktur Bau Ag Transportgerät
GB2453754A (en) * 2007-10-17 2009-04-22 W & D Mcculloch Apparatus and methods for handling railway rails and ancillary components
ES2638273B1 (es) * 2016-04-18 2018-06-12 Fcc Construccion, S.A. Máquina de tiro para descarga y colocación de vías de ferrocarril
CN107012750A (zh) * 2017-05-22 2017-08-04 中铁四局集团有限公司 一种铁路有砟、无砟轨道铺设一体式长钢轨牵引车
CN107460795B (zh) * 2017-08-21 2019-01-29 中铁二十一局集团第五工程有限公司 既有铁路站改封闭点内道岔整组更换施工工艺
CN107642012A (zh) * 2017-10-26 2018-01-30 中铁上海工程局集团有限公司 一种城市轨道交通工程新型铺轨机及其施工方法
FR3076840B1 (fr) * 2018-01-15 2020-01-03 Matisa Materiel Industriel S.A. Dispositif d'arrimage d'un appareil de voie ferree ameliore
CN110144774A (zh) * 2019-05-29 2019-08-20 长春工程学院 快速换枕多功能智能化机械
RU200401U1 (ru) * 2019-12-31 2020-10-22 Федеральное государственное казенное военное образовательное учреждение высшего образования "ВОЕННАЯ АКАДЕМИЯ МАТЕРИАЛЬНО-ТЕХНИЧЕСКОГО ОБЕСПЕЧЕНИЯ имени генерала армии А.В. Хрулева" Гусеничное транспортное средство для перевозки и укладки шпал
CN113802421A (zh) * 2021-08-18 2021-12-17 中国铁建高新装备股份有限公司 铁路道岔铺换作业系统及作业方法
CN116024854B (zh) * 2023-03-31 2023-06-09 吉林铁道职业技术学院 一种铁路枕木铺设装置

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DE2309930A1 (de) * 1973-02-28 1974-08-29 Juergen Frenzel Vorrichtung zum verlegen von gleisabschnitten
FR2314299A1 (fr) 1975-06-13 1977-01-07 Profimex Perfectionnements apportes aux procedes et materiels pour la pose, depose ou substitution d'appareils de voie ferree ou analogues
IT1139295B (it) * 1981-10-27 1986-09-24 Andrea Tedeschi Portale per la rimozione e la posa di binari ferroviari,in particolare deviatoi
CH658085A5 (en) 1984-07-09 1986-10-15 Matisa Materiel Ind Sa Device for laying and removing a railway track gear panel
AT388000B (de) 1986-04-18 1989-04-10 Plasser Bahnbaumasch Franz Fahrbare anlage zum aufnehmen oder verlegen sowie transportieren von gleisjochen
FR2674266A1 (fr) * 1991-03-22 1992-09-25 Geismar Ancien Ets L Installation pour la pose et la substitution d'elements de construction de voie ferree et procede utilisant cette installation.
FI94447C (fi) 1993-05-07 1995-09-11 Desec Instmsto Nostolaite raide-elementin käsittelemiseen

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Publication number Publication date
DE69923257D1 (de) 2005-02-24
DE69923257T2 (de) 2006-01-12
EP0971071A1 (de) 2000-01-12
CA2277359A1 (fr) 2000-01-10
ATE287472T1 (de) 2005-02-15
ES2237063T3 (es) 2005-07-16
FR2780993A1 (fr) 2000-01-14
FR2780993B1 (fr) 2000-10-13

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