EP1106734B1 - Apparatus for laying railway tracks - Google Patents

Apparatus for laying railway tracks Download PDF

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Publication number
EP1106734B1
EP1106734B1 EP00890326A EP00890326A EP1106734B1 EP 1106734 B1 EP1106734 B1 EP 1106734B1 EP 00890326 A EP00890326 A EP 00890326A EP 00890326 A EP00890326 A EP 00890326A EP 1106734 B1 EP1106734 B1 EP 1106734B1
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EP
European Patent Office
Prior art keywords
ballast
machine
transporting
machine according
tilting
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
EP00890326A
Other languages
German (de)
French (fr)
Other versions
EP1106734A2 (en
EP1106734A3 (en
Inventor
Josef Theurer
Manfred Brunninger
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.)
Franz Plasser Bahnbaumaschinen Industrie GmbH
Original Assignee
Franz Plasser Bahnbaumaschinen Industrie GmbH
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
Priority to AT00890326T priority Critical patent/ATE330070T1/en
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to ES05108892T priority patent/ES2304669T3/en
Priority to EP05108892A priority patent/EP1614805B1/en
Publication of EP1106734A2 publication Critical patent/EP1106734A2/en
Publication of EP1106734A3 publication Critical patent/EP1106734A3/en
Application granted granted Critical
Publication of EP1106734B1 publication Critical patent/EP1106734B1/en
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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/02—Placing the ballast; Making ballastway; Redistributing ballasting material; Machines or devices therefor; Levelling means
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
    • 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
    • E01B2203/01—Devices for working the railway-superstructure with track
    • E01B2203/017—Devices for working the railway-superstructure with track removed or not present yet
    • 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
    • E01B2203/06—Placing ballast
    • E01B2203/062—New 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
    • E01B2203/141—Way of locomotion or support on the track to be treated
    • 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

Definitions

  • the invention relates to a machine for depositing a track according to the preamble of claim 1.
  • the object of the invention is to provide a machine for track placement, on which a gravel transport is carried out without affecting the rail and sleeper transport.
  • ballast can be performed parallel to the track tray at relatively low additional design effort, without the threshold storage or the rail transport is impaired.
  • a gravel layer protecting the subgrade surface can also be produced directly in front of the crawler track, which is advantageously compacted by the crawler undercarriage directly in front of the threshold rest.
  • a machine 1 for depositing a track 4 formed from sleepers 2 and rails 3 has a machine frame 5 which can be moved via rail carriages 6 on the track 4 or via a tracked chassis 8 arranged on a front machine end 7.
  • the movement of the machine 1 in a working or transport direction 9 shown by an arrow is effected by a traction drive 10.
  • the tracked chassis 8, like various other drives, can be controlled by a control device 12 located in a working cab 11.
  • ballast storage 13 On the front end of the machine 7, a ballast storage 13 is provided with outlet chutes 14 for discharging ballast 15 on a subgrade 16. Each discharge chute 14 forms with its lower end a leveling edge 17 for height limitation and leveling of a gravel layer 18.
  • the ballast storage 13 is transversely displaceable by transverse guides 19 and displacement drives 20 relative to the machine frame 5.
  • the height adjustment of the ballast accumulator 13 can be done by acting on a drive 21, by which the vertical distance between the machine frame 5 and crawler chassis 8 is variable.
  • Fig. 2 gravel filling station is formed from a number of conveyor belts, extending in the machine longitudinal direction or transport direction transport device 23 for transporting containers 24.
  • a front, located above the crawler chassis 8 Section of this transport device 23 has a tilting device 40, which is designed as a tilting conveyor belt 25. This is supported by drives 26 about a horizontal and normal to the transport direction pivot axis 27 pivotally mounted on the machine frame 5.
  • the ballast filling station 22 has an inclined at an angle to the horizontal inclined trough 28 with a vibration drive 41 and a hopper 29 and is upstream of a transfer conveyor belt 30 of a bulk freight car 31. Between one of the filling station 22 associated conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23, the transport of sleepers 2 and a container 24 with Help a gantry crane 34, which is moved by a drive 35 connected to the machine frame 5 rails 36 in the transport direction.
  • the machine 1 In labor, the machine 1 is moved continuously in the working or transport direction 9. While the sleepers 2 are deposited in a known manner by a threshold depositing device 37, the delivery of ballast 15 takes place in parallel through the transfer conveyor 30 of the bulk freight car 31 onto the vibrating chute 28.
  • the gravel 15 passing therefrom via the hopper 29 into the container 24 located underneath is automatically gleichzeßg distributed by the container 24 by means of the conveyor belt 32 is moved in the transport direction 9 until the filling is completed.
  • the gantry crane 34 takes a package of sleepers 2 from an unspecified, located between ballast filling station 22 and storage conveyor belt 33 emerging wagon and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33.
  • the stored sleepers 2 can with raised conveyor belt 38 unhindered to threshold storage device 37 are transported. Thereafter, a lowering of said conveyor belt 38 takes place in the position shown in solid lines (Fig. 1).
  • the gantry crane 34 has already detected the filled container 24 and lifted off the conveyor belt 32.
  • the filled container 24 is lowered onto the storage conveyor belt 33 and transported to the tilting conveyor belt 25.
  • By loading the drives 26 a tilting of the tilting conveyor 25 takes place together with the container 24.
  • the ballast 15 located in the container 24 passes through an open flap 39 in the underlying gravel storage 13. Thereafter, again a return transport of the empty container 24 to the storage conveyor 33 to subsequently to be transported by the gantry crane 34 again for filling under the ballast filling station 22.
  • the ballast 15 located in the ballast storage 13 is applied to the surface 16 in the form of two ballast layers 18 (FIG.
  • a constant height and leveling of the two ballast layers 18 is automatically achieved by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the planum 16.
  • the two gravel layers 18 are spaced apart from each other so that the two following crawlers 8 completely rest on the gravel layers 18 and thus at the same time also compress them. In this way, it is ensured that the surface of the preferably formed by level gravel sand 12 is not violated by the two crawler tracks 8.
  • the two ballast layers 18 compacted by the crawler tracks 8 serve to rest the sleepers 2 deposited by the threshold restraining device 37.
  • the rails 3 conveyed on both sides on the machine frame 5 in the transport direction 9 are used to form the Track 4 filed.

Description

Die Erfindung betrifft eine Maschine zur Ablage eines Gleises gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a machine for depositing a track according to the preamble of claim 1.

Durch EP 0 811 721 A2 ist es bereits bekannt, eine an ihrem vorderen Maschinenende ein Raupenfahrwerk aufweisende Maschine zur kontinuierlichen Ablage eines Gleises auf ein Planum einzusetzen. Die Ablage der Schwellen erfolgt bezüglich der Fahrtrichtung der Maschine unmittelbar hinter dem Raupenfahrwerk. Ein auf einem Schienenfahrwerk abgestütztes hinteres Ende der Maschine ist bereits auf dem neuen Gleis verfahrbar.It is already known from EP 0 811 721 A2 to use a machine having a crawler undercarriage at its front machine end for the continuous depositing of a track on a level surface. The storage of the thresholds takes place with respect to the direction of travel of the machine immediately behind the crawler chassis. A rear end of the machine supported on a rail chassis can already be moved on the new track.

Insbesondere wenn die Gleisablage auf eine planierte, aus Kiessand gebildete Planumschutzschichte erfolgt, kommt es zwangsläufig zu deren Beschädigung durch das Raupenfahrwerk der Maschine.In particular, when the track tray takes place on a leveled planum protective layer formed from gravel sand, it is inevitably damaged by the crawler track of the machine.

Aufgabe der Erfindung ist es eine Maschine zur Gleisablage zu schaffen, auf der ohne Beeinträchtigung des Schienen- und Schwellentransportes auch ein Schottertransport durchführbar ist.The object of the invention is to provide a machine for track placement, on which a gravel transport is carried out without affecting the rail and sleeper transport.

Diese Aufgabe wird bei der Maschine gemäß dem Oberbegriff des Hauptanspruches erfindungsgemäß dadurch gelöst, daß bezüglich der Transportrichtung vor dem Raupenfahrwerk ein Auslaßschurren aufweisender Schotterspeicher zur Speicherung und Abgabe von Schotter auf das Planum vorgesehen ist.This object is achieved in the machine according to the preamble of the main claim according to the invention in that with respect to the transport direction in front of the crawler chassis a Auslaßschurren exhibiting gravel storage is provided for storage and delivery of ballast on the subgrade.

Mit dieser Merkmalskombination ist bei relativ geringem konstruktivem Mehraufwand auch die Einbringung von Schotter parallel zur Gleisablage durchführbar, ohne daß die Schwellenablage bzw. der Schienentransport beeinträchtigt wird. Mit der Anordnung des Schotterspeichers am vorderen Maschinenende ist außerdem unmittelbar vor dem Raupenfahrwerk eine die Planumsoberfläche schützende Schotterlage herstellbar, die in vorteilhafter Weise unmittelbar vor der Schwellenablage durch das Raupenfahrwerk verdichtet wird.With this combination of features, the introduction of ballast can be performed parallel to the track tray at relatively low additional design effort, without the threshold storage or the rail transport is impaired. With the arrangement of the ballast storage at the front end of the machine, a gravel layer protecting the subgrade surface can also be produced directly in front of the crawler track, which is advantageously compacted by the crawler undercarriage directly in front of the threshold rest.

Weitere vorteilhafte Ausbildungen der Erfindung ergeben sich aus den Unteransprüchen und den Zeichnungen.Further advantageous embodiments of the invention will become apparent from the dependent claims and the drawings.

Im folgenden wird die Erfindung anhand eines in der Zeichnung dargestellten Ausführungsbeispieles näher beschrieben.In the following the invention will be described with reference to an embodiment shown in the drawing.

Es zeigen:

  • Fig. 1 eine Seitenansicht eines bezüglich der Arbeitsrichtung vorderen Endes einer Maschine zur Ablage eines Gleises auf ein Planum,
  • Fig. 2 eine Seitenansicht eines hinteren Abschnittes der Maschine mit einer Schotterbefüllstation zur Befüllung von Containern mit Schotter, und
  • Fig. 3 eine vereinfachte Ansicht der Maschine gemäß Pfeil III in Fig. 1.
Show it:
  • 1 is a side view of a front end with respect to the working direction of a machine for depositing a track on a planum,
  • Fig. 2 is a side view of a rear portion of the machine with a ballast filling station for filling containers with ballast, and
  • 3 is a simplified view of the machine according to arrow III in Fig. 1st

Eine Maschine 1 zur Ablage eines aus Schwellen 2 und Schienen 3 gebildeten Gleises 4 weist einen Maschinenrahmen 5 auf, der über Schienenfahrwerke 6 auf dem Gleis 4 bzw. über ein auf einem vorderen Maschinenende 7 angeordnetes Raupenfahrwerk 8 verfahrbar ist. Die Bewegung der Maschine 1 in einer durch einen Pfeil dargestellten Arbeits- bzw. Transportrichtung 9 erfolgt durch einen Fahrantrieb 10. Das Raupenfahrwerk 8 ist ebenso wie verschiedene andere Antriebe durch eine in einer Arbeitskabine 11 befindliche Steuereinrichtung 12 steuerbar.A machine 1 for depositing a track 4 formed from sleepers 2 and rails 3 has a machine frame 5 which can be moved via rail carriages 6 on the track 4 or via a tracked chassis 8 arranged on a front machine end 7. The movement of the machine 1 in a working or transport direction 9 shown by an arrow is effected by a traction drive 10. The tracked chassis 8, like various other drives, can be controlled by a control device 12 located in a working cab 11.

Auf dem vorderen Maschinenende 7 ist ein Schotterspeicher 13 mit Auslaßschurren 14 zur Abgabe von Schotter 15 auf ein Planum 16 vorgesehen. Jede Auslaßschurre 14 bildet mit ihrem unteren Ende eine Planierkante 17 zur Höhenbegrenzung und Planierung einer Schotterlage 18. Der Schotterspeicher 13 ist durch Querführungen 19 und Verschiebeantriebe 20 relativ zum Maschinenrahmen 5 querverschiebbar. Die Höhenverstellung des Schotterspeichers 13 kann durch Beaufschlagung eines Antriebes 21 erfolgen, durch den der vertikale Abstand zwischen Maschinenrahmen 5 und Raupenfahrwerk 8 veränderbar ist.On the front end of the machine 7, a ballast storage 13 is provided with outlet chutes 14 for discharging ballast 15 on a subgrade 16. Each discharge chute 14 forms with its lower end a leveling edge 17 for height limitation and leveling of a gravel layer 18. The ballast storage 13 is transversely displaceable by transverse guides 19 and displacement drives 20 relative to the machine frame 5. The height adjustment of the ballast accumulator 13 can be done by acting on a drive 21, by which the vertical distance between the machine frame 5 and crawler chassis 8 is variable.

Zwischen dem Schotterspeicher 13 und einer im hinteren Maschinenbereich positionierten, in Fig. 2 ersichtlichen Schotterbefüllstation 22 befindet sich eine aus einer Anzahl von Förderbändern gebildete, in Maschinenlängsrichtung bzw. Transportrichtung verlaufende Transporteinrichtung 23 zur Beförderung von Containern 24. Ein vorderer, oberhalb des Raupenfahrwerkes 8 befindlicher Abschnitt dieser Transporteinrichtung 23 weist eine Kippvorrichtung 40 auf, die als Kippförderband 25 ausgebildet ist. Dieses ist durch Antriebe 26 um eine horizontal und normal zur Transportrichtung verlaufende Schwenkachse 27 verschwenkbar auf dem Maschinenrahmen 5 gelagert.Between the ballast storage 13 and a 13 positioned in the rear machine area, apparent in Fig. 2 gravel filling station is formed from a number of conveyor belts, extending in the machine longitudinal direction or transport direction transport device 23 for transporting containers 24. A front, located above the crawler chassis 8 Section of this transport device 23 has a tilting device 40, which is designed as a tilting conveyor belt 25. This is supported by drives 26 about a horizontal and normal to the transport direction pivot axis 27 pivotally mounted on the machine frame 5.

Die Schotterbefüllstation 22 weist eine im Winkel zur Horizontalen geneigt angeordnete Schüttelrinne 28 mit einem Vibrationsantrieb 41 sowie einen Schütttrichter 29 auf und ist einem Übergabeförderband 30 eines Schüttgutwaggons 31 vorgeordnet. Zwischen einem der Befüllstation 22 zugeordneten Förderband 32 und einem Ablageförderband 33 (Fig. 1) der Transporteinrichtung 23 erfolgt der Transport von Schwellen 2 bzw. einem Container 24 mit Hilfe eines Portalkranes 34, der durch einen Antrieb 35 auf mit dem Maschinenrahmen 5 verbundenen Schienen 36 in Transportrichtung verfahrbar ist.The ballast filling station 22 has an inclined at an angle to the horizontal inclined trough 28 with a vibration drive 41 and a hopper 29 and is upstream of a transfer conveyor belt 30 of a bulk freight car 31. Between one of the filling station 22 associated conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23, the transport of sleepers 2 and a container 24 with Help a gantry crane 34, which is moved by a drive 35 connected to the machine frame 5 rails 36 in the transport direction.

Im folgenden wird die Funktionsweise der erfindungsgemäßen Maschine bzw. das Verfahren zur Verlegung eines Gleises näher beschrieben.In the following the operation of the machine according to the invention or the method for laying a track will be described in detail.

Im Arbeitseinsatz wird die Maschine 1 kontinuierlich in Arbeits- bzw. Transportrichtung 9 verfahren. Während die Schwellen 2 in bekannter Weise durch eine Schwellenablageeinrichtung 37 abgelegt werden, erfolgt parallel dazu die Abgabe von Schotter 15 durch das Übergabeförderband 30 des Schüttgutwaggons 31 auf die Schüttelrinne 28. Der von dieser über den Schütttrichter 29 in den darunter befindlichen Container 24 gelangende Schotter 15 wird automatisch gleichmäßg verteilt, indem der Container 24 mit Hilfe des Förderbandes 32 in Transportrichtung 9 bewegt wird, bis die Befüllung beendet ist.In labor, the machine 1 is moved continuously in the working or transport direction 9. While the sleepers 2 are deposited in a known manner by a threshold depositing device 37, the delivery of ballast 15 takes place in parallel through the transfer conveyor 30 of the bulk freight car 31 onto the vibrating chute 28. The gravel 15 passing therefrom via the hopper 29 into the container 24 located underneath is automatically gleichmäßg distributed by the container 24 by means of the conveyor belt 32 is moved in the transport direction 9 until the filling is completed.

Während dieses Füllvorganges nimmt der Portalkran 34 ein Paket von Schwellen 2 von einem nicht näher dargestellten, zwischen Schotterbefüllstation 22 und Ablageförderband 33 befindlichen Schwellenwaggon und transportiert die Schwellen 2 in Transportrichtung 9 zum Ablageförderband 33. Die abgelegten Schwellen 2 können bei angehobenem Förderband 38 ungehindert zur Schwellenablageeinrichtung 37 befördert werden. Danach erfolgt ein Absenken des genannten Förderbandes 38 in die mit vollen Linien dargestellte Position (Fig. 1). Inzwischen hat der Portalkran 34 bereits den befüllten Container 24 erfaßt und vom Föderband 32 abgehoben. Der befüllte Container 24 wird auf das Ablageförderband 33 abgesenkt und zum Kippförderband 25 transportiert. Durch Beaufschlagung der Antriebe 26 erfolgt ein Hochkippen des Kippförderbandes 25 mitsamt dem Container 24. Der im Container 24 befindliche Schotter 15 gelangt über eine geöffnete Klappe 39 in den darunter befindlichen Schotterspeicher 13. Danach erfolgt wiederum ein Rücktransport des leeren Containers 24 zum Ablageförderband 33, um in weiterer Folge vom Portalkran 34 wiederum zur Befüllung unter die Schotterbefüllstation 22 transportiert zu werden.During this filling process, the gantry crane 34 takes a package of sleepers 2 from an unspecified, located between ballast filling station 22 and storage conveyor belt 33 emerging wagon and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33. The stored sleepers 2 can with raised conveyor belt 38 unhindered to threshold storage device 37 are transported. Thereafter, a lowering of said conveyor belt 38 takes place in the position shown in solid lines (Fig. 1). Meanwhile, the gantry crane 34 has already detected the filled container 24 and lifted off the conveyor belt 32. The filled container 24 is lowered onto the storage conveyor belt 33 and transported to the tilting conveyor belt 25. By loading the drives 26 a tilting of the tilting conveyor 25 takes place together with the container 24. The ballast 15 located in the container 24 passes through an open flap 39 in the underlying gravel storage 13. Thereafter, again a return transport of the empty container 24 to the storage conveyor 33 to subsequently to be transported by the gantry crane 34 again for filling under the ballast filling station 22.

Der im Schotterspeicher 13 befindliche Schotter 15 wird in Form von zwei bezüglich der Maschinenquerrichtung voneinander distanzierten Schotterlagen 18 (Fig. 3) auf das Planum 16 aufgetragen. Dabei wird automatisch durch entsprechende Distanzierung der Planierkanten 17 der Auslaßschurren 14 vom Planum 16 eine konstante Höhe und Planierung der beiden Schotterlagen 18 erzielt. Die beiden Schotterlagen 18 sind derart voneinander distanziert, daß die beiden nachfolgenden Raupenfahrwerke 8 zur Gänze auf den Schotterlagen 18 aufliegen und damit diese gleichzeitig auch verdichten. Auf diese Weise ist sichergestellt, daß durch die beiden Raupenfahrwerke 8 die Oberfläche des bevorzugt durch planierten Kiessand gebildeten Planums 16 nicht verletzt wird. Die beiden durch die Raupenfahrwerke 8 verdichteten Schotterlagen 18 dienen schließlich zur Auflage der durch die Schwellenablageeinrichtung 37 abgelegten Schwellen 2. Auf diese werden in bekannter Weise (s. EP 0 811 721) die beidseits am Maschinenrahmen 5 in Transportrichtung 9 transportierten Schienen 3 zur Bildung des Gleises 4 abgelegt.The ballast 15 located in the ballast storage 13 is applied to the surface 16 in the form of two ballast layers 18 (FIG. In this case, a constant height and leveling of the two ballast layers 18 is automatically achieved by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the planum 16. The two gravel layers 18 are spaced apart from each other so that the two following crawlers 8 completely rest on the gravel layers 18 and thus at the same time also compress them. In this way, it is ensured that the surface of the preferably formed by level gravel sand 12 is not violated by the two crawler tracks 8. Finally, the two ballast layers 18 compacted by the crawler tracks 8 serve to rest the sleepers 2 deposited by the threshold restraining device 37. In a known manner (see EP 0 811 721), the rails 3 conveyed on both sides on the machine frame 5 in the transport direction 9 are used to form the Track 4 filed.

Claims (7)

  1. A machine for laying a track (4), formed of sleepers (2) and rails (3), upon a formation (16), including devices for transporting the sleepers (2) and rails (3) in a transporting direction (9) corresponding to the working direction of the machine (1), a crawler track (8) being provided at a front machine end (7) of a machine frame (5), characterized in that a ballast hopper (13), having discharge chutes (14), for storing ballast (15) and discharging the same upon the formation (16) is provided in front of the crawler track (8), with respect to the transporting direction (9).
  2. A machine according to claim 1, characterized in that the two discharge chutes (14) comprise at their lower ends a grading edge (17) for delimiting vertically and grading a respective ballast layer (18).
  3. A machine according to claim 1 or 2, characterized in that a tilting unit (40) for tilting and emptying a container (24) designed to be filled with ballast (15) is associated with the ballast hopper (13).
  4. A machine according to claim 1, 2 or 3, characterized in that the tilting unit (40) is formed by a tilting conveyor belt (25) extending in the transporting direction (9) and provided for receiving a container (24), the tilting conveyor belt (25) being mounted on the machine frame (5) for pivoting by means of drives (26) about a pivot axis (27) extending horizontally and perpendicularly to the transporting direction.
  5. A machine according to one of claims 1 to 4, characterized in that a transporting arrangement (23), formed by a number of conveyor belts, for transporting the containers (24) is provided between the ballast hopper (13) and a ballast filling station (22) situated on the machine frame (5).
  6. A machine according to claim 5, characterized in that the ballast filling station (22) is formed by a vibrating chute (28), arranged inclined at an angle to the horizontal and including a vibration drive (41), which is positioned above a conveyor belt (32) of the transporting arrangement (23).
  7. A machine according to one of claims 1 to 6, characterized in that rails (36), extending in the transporting direction and connected to the machine frame (5), for mobility of a gantry crane (34) are provided at both sides of the transporting arrangement (23) - with regard to the transverse direction of transport.
EP00890326A 1999-12-07 2000-11-02 Apparatus for laying railway tracks Expired - Lifetime EP1106734B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT00890326T ATE330070T1 (en) 2000-11-02 1999-12-07 MACHINE FOR FILLING A TRACK
ES05108892T ES2304669T3 (en) 1999-12-07 2000-11-02 PROCEDURE FOR TRACKING A VIA.
EP05108892A EP1614805B1 (en) 1999-12-07 2000-11-02 Method for laying railway tracks

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT84899U 1999-12-07
AT0084899U AT3379U3 (en) 1999-12-07 1999-12-07 METHOD FOR LAYING A TRACK AND MACHINE FOR LAYING DOWN A TRACK

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP05108892A Division EP1614805B1 (en) 1999-12-07 2000-11-02 Method for laying railway tracks

Publications (3)

Publication Number Publication Date
EP1106734A2 EP1106734A2 (en) 2001-06-13
EP1106734A3 EP1106734A3 (en) 2003-01-08
EP1106734B1 true EP1106734B1 (en) 2006-06-14

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Application Number Title Priority Date Filing Date
EP00890326A Expired - Lifetime EP1106734B1 (en) 1999-12-07 2000-11-02 Apparatus for laying railway tracks
EP05108892A Expired - Lifetime EP1614805B1 (en) 1999-12-07 2000-11-02 Method for laying railway tracks

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP05108892A Expired - Lifetime EP1614805B1 (en) 1999-12-07 2000-11-02 Method for laying railway tracks

Country Status (5)

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EP (2) EP1106734B1 (en)
CN (1) CN1227416C (en)
AT (2) ATE393261T1 (en)
DE (3) DE29922202U1 (en)
ES (2) ES2263444T3 (en)

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Publication number Priority date Publication date Assignee Title
ES2354724T3 (en) * 2005-08-11 2011-03-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. MACHINE TO RENEW A RAILWAY.
CN101245578B (en) * 2007-12-29 2011-08-17 南车洛阳机车有限公司 Cross-sleeper loading unit and operation mode for double-block non-slag rail construction equipment
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FR3008110B1 (en) * 2013-07-05 2016-01-22 Forges Et Const Metalliques Friederich RAILWAY BALLAST, DEVICE AND METHOD FOR PRODUCING SUCH A RAILWAY BALLAST
AT515547B1 (en) * 2014-06-24 2015-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Method of renewing a track
ES2540121B1 (en) * 2015-03-17 2016-04-15 Parrós Obras, S.L.U. Gutter cover lifting and cable positioning equipment and associated procedure
CN109722959A (en) * 2018-11-30 2019-05-07 河南工程学院 A kind of Mine haul track laying equipment and its construction method
FI128160B (en) * 2018-12-05 2019-11-29 Kallion Raide Oy Devices and methods for laying sleepers on ballast-beds for railroad construction
CN109722958B (en) * 2019-02-28 2023-09-29 中铁十七局集团有限公司 Rail panel supporting device with transverse synchronous movement and ultra-high stepless adjusting mechanism
CN113981753B (en) * 2021-10-29 2023-06-16 重庆交通职业学院 Maintenance and installation robot for rail
CN114457633B (en) * 2022-02-23 2023-07-25 中铁二十四局集团有限公司 Self-compacting concrete construction process and construction device

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ATA96796A (en) * 1996-06-04 1997-09-15 Plasser Bahnbaumasch Franz MACHINE FOR LAYING A TRACK

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CN1313430A (en) 2001-09-19
EP1614805A2 (en) 2006-01-11
EP1614805A3 (en) 2006-07-26
AT3379U3 (en) 2000-11-27
DE50012970D1 (en) 2006-07-27
AT3379U2 (en) 2000-02-25
ES2304669T3 (en) 2008-10-16
DE50015134D1 (en) 2008-06-05
ES2263444T3 (en) 2006-12-16
CN1227416C (en) 2005-11-16
EP1106734A2 (en) 2001-06-13
EP1106734A3 (en) 2003-01-08
ATE393261T1 (en) 2008-05-15
DE29922202U1 (en) 2000-08-24
EP1614805B1 (en) 2008-04-23

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