EP1106734A2 - Method and apparatus for laying railway tracks - Google Patents

Method and apparatus for laying railway tracks Download PDF

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Publication number
EP1106734A2
EP1106734A2 EP00890326A EP00890326A EP1106734A2 EP 1106734 A2 EP1106734 A2 EP 1106734A2 EP 00890326 A EP00890326 A EP 00890326A EP 00890326 A EP00890326 A EP 00890326A EP 1106734 A2 EP1106734 A2 EP 1106734A2
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EP
European Patent Office
Prior art keywords
machine
ballast
sleepers
transport
formation
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.)
Granted
Application number
EP00890326A
Other languages
German (de)
French (fr)
Other versions
EP1106734B1 (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 EP05108892A priority patent/EP1614805B1/en
Priority to ES05108892T priority patent/ES2304669T3/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 method for laying a threshold and Rails formed track on a level and a machine for storage of a track.
  • the object of the invention is a method of the type mentioned create with the track without affecting the subgrade surface is relocatable.
  • the object of the invention is also in Creation of a machine for track laying on which without interference of the rail and sleeper transport also a gravel transport can be carried out is.
  • This task is in the method according to the preamble of the main claim solved according to the invention in that the Sleepers and rails crushed stone into one regarding the direction of transport transported in front of the machine and with respect to the direction of transport is dropped and leveled before the sleepers are placed on the formation.
  • This inventive method is parallel to the storage of Sleepers and rails the continuous formation of a gravel road possible to reliably protect the formation surface from the effects of a to protect a front end of the machine supporting the crawler track. It is particularly advantageous that the caterpillar undercarriage at the same time also a compaction of the brought in and lying on the formation Gravel layers.
  • the machine according to the invention is characterized in that with respect the transport direction in front of the crawler track having an outlet chute Ballast storage for storing and delivering ballast to the Planum is provided.
  • Ballast storage for storing and delivering ballast to the Planum is provided.
  • a machine 1 for storing one formed from sleepers 2 and rails 3 Track 4 has a machine frame 5 which runs over rail bogies 6 on the track 4 or via a on a front machine end 7
  • Arranged crawler track 8 is movable.
  • the movement of the machine 1 in a working or transport direction 9 represented by an arrow is carried out by a drive 10.
  • the crawler track 8 is as well various other drives by one located in a work cabin 11 Control device 12 controllable.
  • ballast storage 13 On the front end of the machine 7 there is a ballast storage 13 with outlet chutes 14 for discharging ballast 15 onto a flat surface 16. Each outlet chute 14 forms with its lower end a leveling edge 17 for limiting the height and leveling of a ballast layer 18.
  • the ballast accumulator 13 can be displaced transversely relative to the machine frame 5 by transverse guides 19 and displacement drives 20.
  • the height adjustment of the ballast storage 13 can be carried out by loading a drive 21, by means of which the vertical distance between the machine frame 5 and the crawler chassis 8 can be changed.
  • ballast filling station 22 is located one formed from a number of conveyor belts, in the machine longitudinal direction or transport device 23 for transport of containers 24.
  • a front, above the crawler track 8 located section of this transport device 23 has a tilting device 40 on, which is designed as a tilting conveyor belt 25. This is through drives 26 around a horizontal and normal to the direction of transport Pivot axis 27 pivotally mounted on the machine frame 5.
  • the ballast filling station 22 is inclined at an angle to the horizontal arranged shaking trough 28 with a vibration drive 41 and a Hopper 29 and is a transfer conveyor 30 of a bulk goods wagon 31 upstream.
  • Conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23 is used to transport sleepers 2 or a container 24 With the help of a gantry crane 34, which is driven by a drive 35 with Machine frame 5 connected rails 36 movable in the direction of transport is.
  • the machine 1 is continuously in the working or transport direction 9 procedure. While the thresholds 2 in a known manner are deposited in parallel by a threshold storage device 37 for this purpose the delivery of ballast 15 by the transfer conveyor 30 of Bulk goods wagons 31 on the shaking trough 28 Hopper 29 in the container 24 below it Gravel 15 is automatically distributed evenly by the container 24 is moved in the transport direction 9 with the aid of the conveyor belt 32 until the Filling is finished.
  • the gantry crane 34 takes a package of sleepers 2 from a sleepers wagon, not shown, between the ballast filling station 22 and the storage conveyor 33 and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33.
  • the stored sleepers 2 can be conveyed unhindered to the sleepers storage device 37 when the conveyor belt 38 is raised.
  • said conveyor belt 38 is lowered into the position shown in full lines (FIG. 1).
  • the portal crane 34 has already gripped the filled container 24 and has lifted it 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.
  • the tilting conveyor belt 25 and the container 24 are tilted up.
  • the ballast 15 located in the container 24 passes through an opened flap 39 into the ballast storage 13 underneath it subsequently to be transported again by the gantry crane 34 for filling under the ballast filling station 22.
  • the ballast 15 located in the ballast store 13 is in the form of two gravel layers spaced apart from each other with respect to the cross machine direction 18 (Fig. 3) applied to the formation 16. Doing so will automatically by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the level 16 a constant height and leveling of the two Gravel layers 18 achieved.
  • the two ballast layers 18 are of such a kind distanced that the two subsequent crawler tracks 8 entirely rest on the gravel layers 18 and thus also compress them at the same time. This ensures that the two crawler tracks 8 the surface of the preferably formed by leveled gravel sand Formation 16 is not injured.
  • the two compacted by the crawler tracks 8 Gravel layers 18 are finally used to support the Threshold storage device 37 stored sleepers 2. On this in a known manner (see EP 0 811 721) on both sides of the machine frame 5 rails 3 transported in the transport direction 9 to form the track 4 filed.

Abstract

There is a magazine and laying mechanism (37) for sleepers or cross-ties immediately behind the endless tracks (8,10). The sleepers or cross-ties are dropped at regular intervals onto the ballast, ready for the laying of the rails. The rails are laid on the sleepers and fastened to them, and the rear end of the machine is supported on a rail bogie with flanged wheels. The ballast may be supplied in containers (24) which may be brought forward so that the ballast may be tipped into a hopper (13).

Description

Die Erfindung betrifft ein Verfahren zur Verlegung eines aus Schwellen und Schienen gebildeten Gleises auf ein Planum sowie eine Maschine zur Ablage eines Gleises.The invention relates to a method for laying a threshold and Rails formed track on a level and a machine for storage of a track.

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.From EP 0 811 721 A2 it is already known to have one at the front end of the machine a caterpillar running machine for continuous Place a track on a level. The storage of the sleepers takes place with respect to the direction of travel of the machine directly behind the crawler track. A rear end supported on a rail chassis the machine 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.Especially if the track shelf is on a leveled, made of gravel sand The protective layer is inevitably damaged through the crawler chassis of the machine.

Aufgabe der Erfindung ist es ein Verfahren der eingangs genannten Art zu schaffen, mit dem das Gleis ohne Beeinträchtigung der Planumsoberfläche verlegbar ist. Außerdem liegt die Aufgabe der Erfindung auch noch in der Schaffung einer Maschine zur Gleisablage, auf der ohne Beeinträchtigung des Schienen- und Schwellentransportes auch ein Schottertransport durchführbar ist.The object of the invention is a method of the type mentioned create with the track without affecting the subgrade surface is relocatable. In addition, the object of the invention is also in Creation of a machine for track laying on which without interference of the rail and sleeper transport also a gravel transport can be carried out is.

Diese Aufgabe wird bei dem Verfahren gemäß dem Oberbegriff des Hauptanspruches erfindungsgemäß dadurch gelöst, daß in Transportrichtung der Schwellen und Schienen Schotter zu einem bezüglich der Transportrichtung vorderen Maschinenende transportiert und bezüglich der Transportrichtung vor der Anlage der Schwellen auf das Planum abgeworfen und planiert wird.This task is in the method according to the preamble of the main claim solved according to the invention in that the Sleepers and rails crushed stone into one regarding the direction of transport transported in front of the machine and with respect to the direction of transport is dropped and leveled before the sleepers are placed on the formation.

Durch dieses erfindungsgemäße Verfahren ist parallel zur Ablage von Schwellen und Schienen die kontinuierliche Bildung eines Schotterfahrweges möglich, um die Planumsoberfläche zuverlässig vor den Einwirkungen eines ein vorderes Maschinenende abstützenden Raupenfahrwerkes zu schützen. Dabei ist von besonderem Vorteil, daß durch das Raupenfahrwerk gleichzeitig auch eine Verdichtung der eingebrachten und auf dem Planum liegenden Schotterlagen erfolgt.This inventive method is parallel to the storage of Sleepers and rails the continuous formation of a gravel road possible to reliably protect the formation surface from the effects of a to protect a front end of the machine supporting the crawler track. It is particularly advantageous that the caterpillar undercarriage at the same time also a compaction of the brought in and lying on the formation Gravel layers.

Die erfindungsgemäße Maschine ist dadurch gekennzeichnet, daß bezüglich der Transportrichtung vor dem Raupenfahrwerk ein Auslaßschurren aufweisender Schotterspeicher zur Speicherung und Abgabe von Schotter auf das Planum vorgesehen ist. 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.The machine according to the invention is characterized in that with respect the transport direction in front of the crawler track having an outlet chute Ballast storage for storing and delivering ballast to the Planum is provided. With this combination of features is at relatively low constructive additional effort also the introduction of ballast in parallel feasible for track storage without the sleeper shelf or the Rail transport is affected. With the arrangement of the ballast storage at the front of the machine is also directly in front of the crawler track a layer of gravel protecting the formation surface can be produced, which in an advantageous manner immediately before the threshold deposit the crawler track is compacted.

Weitere vorteilhafte Ausbildungen der Erfindung ergeben sich aus den Unteransprüchen und den Zeichnungen.Further advantageous embodiments of the invention result from the subclaims and the drawings.

Im folgenden wird die Erfindung anhand eines in der Zeichnung dargestellten Ausführungsbeispieles näher beschrieben.In the following the invention with reference to one shown in the drawing Embodiment described in more detail.

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 level,
  • 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 shows a simplified view of the machine according to arrow III in FIG. 1.

    • 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 storing one formed from sleepers 2 and rails 3 Track 4 has a machine frame 5 which runs over rail bogies 6 on the track 4 or via a on a front machine end 7 Arranged crawler track 8 is movable. The movement of the machine 1 in a working or transport direction 9 represented by an arrow is carried out by a drive 10. The crawler track 8 is as well various other drives by one located in a work cabin 11 Control device 12 controllable.

    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 there is a ballast storage 13 with outlet chutes 14 for discharging ballast 15 onto a flat surface 16.
    Each outlet chute 14 forms with its lower end a leveling edge 17 for limiting the height and leveling of a ballast layer 18. The ballast accumulator 13 can be displaced transversely relative to the machine frame 5 by transverse guides 19 and displacement drives 20. The height adjustment of the ballast storage 13 can be carried out by loading a drive 21, by means of which the vertical distance between the machine frame 5 and the crawler chassis 8 can be changed.

    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 one in the rear machine area positioned, shown in Fig. 2 ballast filling station 22 is located one formed from a number of conveyor belts, in the machine longitudinal direction or transport device 23 for transport of containers 24. A front, above the crawler track 8 located section of this transport device 23 has a tilting device 40 on, which is designed as a tilting conveyor belt 25. This is through drives 26 around a horizontal and normal to the direction of transport 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 is inclined at an angle to the horizontal arranged shaking trough 28 with a vibration drive 41 and a Hopper 29 and is a transfer conveyor 30 of a bulk goods wagon 31 upstream. Between one assigned to the filling station 22 Conveyor belt 32 and a storage conveyor belt 33 (Fig. 1) of the transport device 23 is used to transport sleepers 2 or a container 24 With the help of a gantry crane 34, which is driven by a drive 35 with Machine frame 5 connected rails 36 movable in the direction of transport is.

    Im folgenden wird die Funktionsweise der erfindungsgemäßen Maschine bzw. das Verfahren zur Verlegung eines Gleises näher beschrieben.The following is the operation of the machine according to the invention or the procedure for laying a track.

    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.During work, the machine 1 is continuously in the working or transport direction 9 procedure. While the thresholds 2 in a known manner are deposited in parallel by a threshold storage device 37 for this purpose the delivery of ballast 15 by the transfer conveyor 30 of Bulk goods wagons 31 on the shaking trough 28 Hopper 29 in the container 24 below it Gravel 15 is automatically distributed evenly by the container 24 is moved in the transport direction 9 with the aid of the conveyor belt 32 until the Filling is finished.

    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 a sleepers wagon, not shown, between the ballast filling station 22 and the storage conveyor 33 and transports the sleepers 2 in the transport direction 9 to the storage conveyor 33.
    The stored sleepers 2 can be conveyed unhindered to the sleepers storage device 37 when the conveyor belt 38 is raised. Then said conveyor belt 38 is lowered into the position shown in full lines (FIG. 1). In the meantime, the portal crane 34 has already gripped the filled container 24 and has lifted it 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 actuating the drives 26, the tilting conveyor belt 25 and the container 24 are tilted up. The ballast 15 located in the container 24 passes through an opened flap 39 into the ballast storage 13 underneath it subsequently to be transported again by the gantry crane 34 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 store 13 is in the form of two gravel layers spaced apart from each other with respect to the cross machine direction 18 (Fig. 3) applied to the formation 16. Doing so will automatically by appropriate spacing of the leveling edges 17 of the outlet chutes 14 from the level 16 a constant height and leveling of the two Gravel layers 18 achieved. The two ballast layers 18 are of such a kind distanced that the two subsequent crawler tracks 8 entirely rest on the gravel layers 18 and thus also compress them at the same time. This ensures that the two crawler tracks 8 the surface of the preferably formed by leveled gravel sand Formation 16 is not injured. The two compacted by the crawler tracks 8 Gravel layers 18 are finally used to support the Threshold storage device 37 stored sleepers 2. On this in a known manner (see EP 0 811 721) on both sides of the machine frame 5 rails 3 transported in the transport direction 9 to form the track 4 filed.

    Claims (11)

    Verfahren zur Verlegung eines aus Schwellen (2) und Schienen (3) gebildeten Gleises (4) auf ein Planum (16), dadurch gekennzeichnet, daß in Transportrichtung (9) der Schwellen (2) und Schienen (3) Schotter (15) zu einem bezüglich der Transportrichtung (9) vorderen Maschinenende (7) transportiert und bezüglich der Transportrichtung (9) vor der Ablage der Schwellen (2) auf das Planum (16) abgeworfen und planiert wird.Method for laying a track (4) formed from sleepers (2) and rails (3) onto a level (16), characterized in that in the direction of transport (9) the sleepers (2) and rails (3) crushed stone (15) a machine end (7) which is at the front with respect to the transport direction (9) is transported and is dropped and leveled with respect to the transport direction (9) before the sleepers (2) are deposited on the formation (16). Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß Schotter (15) bezüglich der Transportrichtung (9) hinter der Ablage von Schwellen (2) auf das Planum (16) in Container (24) verfüllt und mit diesen zum vorderen Maschinenende (7) transportiert und dort durch Kippen des Containers (24) auf das Planum (16) abgeworfen wird.A method according to claim 1, characterized in that gravel (15) with respect to the transport direction (9) behind the storage of sleepers (2) on the formation (16) in containers (24) and with these to the front Machine end (7) transported and there by tilting the container (24) is dropped onto the formation (16). Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß der Schotter (15) in Form zweier in Maschinenquerrichtung voneinander distanzierter Schotterlagen (18) auf das Planum (16) abgeworfen und planiert wird.A method according to claim 1 or 2, characterized in that the ballast (15) in the form of two spaced apart in the cross-machine direction Gravel layers (18) thrown onto the formation (16) and leveled becomes. Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß die Schotterlagen (18) vor der Ablage von Schwellen (2) durch Befahren eines Raupenfahrwerkes (8) verdichtet werden.A method according to claim 3, characterized in that the Gravel layers (18) before depositing sleepers (2) by driving on one Tracked chassis (8) are compressed. Maschine zur Ablage eines aus Schwellen (2) und Schienen (3) gebildeten Gleises (4) auf ein Planum (16) mit Einrichtungen zum Transport der Schwellen (2) und Schienen (3) in einer der Arbeitsrichtung der Maschine (1) entsprechenden Transportrichtung (9), wobei an einem vorderen Maschinenende (7) eines Maschinenrahmens (5) ein Raupenfahrwerk (8) vorgesehen ist, dadurch gekennzeichnet, daß bezüglich der Transportrichtung (9) vor dem Raupenfahrwerk (8) ein Auslaßschurren (14) aufweisender Schotterspeicher (13) zur Speicherung und Abgabe von Schotter (15) auf das Planum (16) vorgesehen ist.Machine for storing one formed from sleepers (2) and rails (3) Track (4) on a formation (16) with facilities for transporting the Sleepers (2) and rails (3) in one of the working direction of the machine (1) corresponding transport direction (9), being at a front end of the machine (7) a machine frame (5) a crawler track (8) is provided is characterized in that with respect to the transport direction (9) the crawler track (8) has an outlet chute (14) having ballast storage (13) for storing and delivering ballast (15) to the formation (16) is provided. Maschine nach Anspruch 5, dadurch gekennzeichnet, daß die beiden Auslaßschurren (14) mit ihren unteren Enden eine Planierkante (17) zur Höhenbegrenzung und Planierung jeweils einer Schotterlage (18) aufweisen.Machine according to claim 5, characterized in that the two Outlet chutes (14) with their lower ends a leveling edge (17) Height limitation and leveling each have a gravel layer (18). Maschine nach Anspruch 5 oder 6, dadurch gekennzeichnet, daß dem Schotterspeicher (13) eine Kippvorrichtung (40) zum Kippen und Entleeren eines mit Schotter (15) füllbaren Containers (24) zugeordnet ist.Machine according to claim 5 or 6, characterized in that the ballast store (13) has a tipping device (40) for tipping and emptying a container (24) which can be filled with ballast (15) is assigned. Maschine nach Anspruch 5, 6 oder 7, dadurch gekennzeichnet, daß die Kippvorrichtung (40) aus einem in Transportrichtung (9) verlaufenden, zur Übernahme eines Containers (24) vorgesehenen Kippförderband (25) gebildet ist, das durch Antriebe (26) um eine horizontal und normal zur Transportrichtung verlaufende Schwenkachse (27) verschwenkbar auf dem Maschinenrahmen (5) gelagert ist.Machine according to claim 5, 6 or 7, characterized in that that the tilting device (40) consists of a running in the transport direction (9), for taking over a container (24) provided tilting conveyor belt (25) is formed by drives (26) around a horizontal and normal to Transport direction extending pivot axis (27) pivotable on the Machine frame (5) is mounted. Maschine nach einem der Ansprüche 5 bis 8, dadurch gekennzeichnet, daß zwischen Schotterspeicher (13) und einer auf dem Maschinenrahmen (5) befindlichen Schotterbefüllstation (22) eine aus einer Anzahl von Förderbändern gebildete Transporteinrichtung (23) zur Beförderung der Container (24) vorgesehen ist.Machine according to one of claims 5 to 8, characterized in that that between ballast storage (13) and one on the machine frame (5) located gravel filling station (22) one of a number of Conveyor belts formed transport device (23) for transporting the container (24) is provided. Maschine nach Anspruch 9, dadurch gekennzeichnet, daß die Schotterbefüllstation (22) aus einer im Winkel zur Horizontalen geneigt angeordneten, einen Vibrationsantrieb (41) aufweisenden Schüttelrinne (28) gebildet ist, die oberhalb eines Förderbandes (32) der Transporteinrichtung (23) positioniert ist.Machine according to claim 9, characterized in that the Ballast filling station (22) from an inclined at an angle to the horizontal, a vibrating drive (41) having a shaking channel (28) is formed which is above a conveyor belt (32) of the transport device (23) is positioned. Maschine nach einem der Ansprüche 5 bis 10, dadurch gekennzeichnet, daß - bezüglich der Transportquerrichtung - beidseits der Transporteinrichtung (23) in Transportrichtung verlaufende und mit dem Maschinenrahmen (5) verbundene Schienen (36) zum Befahren durch einen Portalkran (34) vorgesehen sind.Machine according to one of claims 5 to 10, characterized in that that - with respect to the transport transverse direction - on both sides of the transport device (23) running in the transport direction and with the Machine frame (5) connected rails (36) for driving through Gantry crane (34) are provided.
    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
    EP05108892A EP1614805B1 (en) 1999-12-07 2000-11-02 Method for laying railway tracks
    ES05108892T ES2304669T3 (en) 1999-12-07 2000-11-02 PROCEDURE FOR TRACKING A VIA.

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

    Family

    ID=3501179

    Family Applications (2)

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

    Family Applications Before (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)

    Country Link
    EP (2) EP1614805B1 (en)
    CN (1) CN1227416C (en)
    AT (2) AT3379U3 (en)
    DE (3) DE29922202U1 (en)
    ES (2) ES2304669T3 (en)

    Cited By (2)

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    FR3008110A1 (en) * 2013-07-05 2015-01-09 Forges Et Const Metalliques Friederich RAILWAY BALLAST, DEVICE AND METHOD FOR PRODUCING SUCH A RAILWAY BALLAST
    CN114457633A (en) * 2022-02-23 2022-05-10 中铁二十四局集团有限公司 Self-compacting concrete construction process and construction device

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    ATE486169T1 (en) * 2005-08-11 2010-11-15 Plasser Bahnbaumasch Franz MACHINE FOR RENEWING A TRACK
    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
    CN102002898A (en) * 2010-12-15 2011-04-06 株洲长远铁路建机股份有限公司 Construction method of group-sleeper long rail track-laying unit for laying seamless track ballasted beds
    RU2497997C2 (en) * 2011-10-14 2013-11-10 Открытое акционерное общество Научно-внедренческий центр "Путевые машины" Device to lay rails on link-assembling line
    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

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    Cited By (2)

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    Publication number Priority date Publication date Assignee Title
    FR3008110A1 (en) * 2013-07-05 2015-01-09 Forges Et Const Metalliques Friederich RAILWAY BALLAST, DEVICE AND METHOD FOR PRODUCING SUCH A RAILWAY BALLAST
    CN114457633A (en) * 2022-02-23 2022-05-10 中铁二十四局集团有限公司 Self-compacting concrete construction process and construction device

    Also Published As

    Publication number Publication date
    ES2263444T3 (en) 2006-12-16
    DE50015134D1 (en) 2008-06-05
    AT3379U3 (en) 2000-11-27
    EP1614805A3 (en) 2006-07-26
    EP1106734B1 (en) 2006-06-14
    EP1614805B1 (en) 2008-04-23
    ES2304669T3 (en) 2008-10-16
    EP1614805A2 (en) 2006-01-11
    EP1106734A3 (en) 2003-01-08
    CN1227416C (en) 2005-11-16
    CN1313430A (en) 2001-09-19
    DE29922202U1 (en) 2000-08-24
    AT3379U2 (en) 2000-02-25
    DE50012970D1 (en) 2006-07-27
    ATE393261T1 (en) 2008-05-15

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