EP1162309A1 - Railway track tamping device and method - Google Patents

Railway track tamping device and method Download PDF

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Publication number
EP1162309A1
EP1162309A1 EP01890121A EP01890121A EP1162309A1 EP 1162309 A1 EP1162309 A1 EP 1162309A1 EP 01890121 A EP01890121 A EP 01890121A EP 01890121 A EP01890121 A EP 01890121A EP 1162309 A1 EP1162309 A1 EP 1162309A1
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EP
European Patent Office
Prior art keywords
track
machine
rail
frame
tamping
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Granted
Application number
EP01890121A
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German (de)
French (fr)
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EP1162309B1 (en
Inventor
Josef Theurer
Herbert Wörgötter
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Franz Plasser Bahnbaumaschinen Industrie GmbH
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Franz Plasser Bahnbaumaschinen Industrie GmbH
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Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Priority to DK01890121T priority Critical patent/DK1162309T3/en
Priority to AT01890121T priority patent/ATE292713T1/en
Publication of EP1162309A1 publication Critical patent/EP1162309A1/en
Application granted granted Critical
Publication of EP1162309B1 publication Critical patent/EP1162309B1/en
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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
    • E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
    • E01B27/12—Packing sleepers, with or without concurrent work on the track; Compacting track-carrying ballast
    • E01B27/13—Packing sleepers, with or without concurrent work on the track
    • E01B27/16—Sleeper-tamping machines
    • E01B27/17—Sleeper-tamping machines combined with means for lifting, levelling or slewing the track

Definitions

  • the invention relates to a method for stuffing a track, wherein the Track to be lifted and stuffed by two rail bogies underneath Formation of a track lifting section is limited, as well as a machine for Stuffing a track.
  • a tamping machine is known, the ends of which are each on supports a rail undercarriage and limits a track lifting section with these.
  • Inside the two rail bogies is one in the machine longitudinal direction slidably mounted satellite frame provided with a tamping unit for stuffing the track and a track lifting and leveling unit Is provided.
  • the machine is operated continuously during work, while the satellite frame to plug the individual thresholds of the Track is gradually moved forward.
  • the object of the invention is to create a track tamping method Generic type, with which a newly ballasted track can quickly can be plugged. Furthermore, the object of the invention is a machine for stuffing a track, which is both for stuffing a newly ballasted track as well as for normal tamping can be used.
  • the first-mentioned object of the invention is achieved in that at one Procedure for tamping a track in a first work run of the Track lifting section for raising the track and placing ballast below of the track is extended in the longitudinal direction of the track, and that in another Work trip to generate the final target position and tamping the track the track lifting section is shortened.
  • Track lifting section With the extension of the limited by the rail trolleys Track lifting section is possible to raise the track to a greater height without that the rails are overstressed with respect to the bending line.
  • This Particularly high track lifting has the advantage that it can be used as part of a extensive gravel supply in particular in a single pass Connection with a new ballast of the track is possible. As soon as the new ballast located entirely below the track can be done by simple Shortening the track lifting section immediately the final permanent Correction of the position and stuffing of the track can be carried out.
  • the task of creating a machine is achieved in that in the area of chassis connected to the satellite frame by the satellite frame a drive is connected to guide rollers in the machine longitudinal direction are slidably mounted on the machine frame.
  • the satellite frame 5 and behind the front rail chassis 4 is one Ballast chute 12 with outlet openings 13 located above the track 2 intended.
  • the machine 1 also has one in the machine longitudinal direction extending ballast conveyor 14, with the ballast from a rear Machine end 15 can be transported to the ballast chute 12.
  • the rear Machine end 15 can be supported by a rail carriage 16 Frame extension 17 formed, equipped with a motor unit 18 and is articulated to the machine frame 3.
  • One for lifting track 2 for correcting the track position and for tamping provided track lifting section 19 is on the one hand through the front Rail undercarriage 4 of machine 1 and, on the other hand, through rail undercarriage 4 of the satellite frame 5 limited.
  • This is suitable for normal tamping Track lifting section 19 is characterized by points A and B in FIGS. 1 and 3.
  • the satellite frame 5 is in the region of its Rail undercarriage 4 by a hydraulic drive 20 with guide rollers 21 connected, which runs in a machine longitudinal direction and with the Machine frame 3 connected guide 22 are slidably mounted.
  • the Hydraulic drive 20 is the satellite frame 5 optionally from a support the track 2 can be raised into a position lifted off the track 2 (see FIG. 4).
  • a machine 1 in which the tamping unit 8 and the Track lifting straightening unit 9 are attached directly to the machine frame 3.
  • the rear Rail carriage 4 is represented by a drive 23 of one in full lines front position for normal darning in a rear (dash-dotted Representation) end position movable. This can also be used if necessary Track lifting section 19 are extended.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

A rail-lifting section (19) of a machine (1) for tamping down rails is bordered by two rail-mounted devices (4) and extended in a rail's lengthwise direction in a first operational movement for lifting a rail (2) and laying gravel underneath the rail. The rail-lifting section is shortened in a second operational movement for completing the scheduled positioning and tamping down of the rail.

Description

Die Erfindung betrifft ein Verfahren zur Unterstopfung eines Gleises, wobei das anzuhebende und zu unterstopfende Gleis durch zwei Schienenfahrwerke unter Bildung eines Gleishebeabschnittes begrenzt ist, sowie eine Maschine zum Unterstopfen eines Gleises.The invention relates to a method for stuffing a track, wherein the Track to be lifted and stuffed by two rail bogies underneath Formation of a track lifting section is limited, as well as a machine for Stuffing a track.

Durch GB 2 151 675 ist eine Stopfmaschine bekannt, die sich endseitig jeweils auf einem Schienenfahrwerk abstützt und mit diesen einen Gleishebeabschnitt begrenzt. Innerhalb der beiden Schienenfahrwerke ist ein in Maschinenlängsrichtung verschiebbar gelagerter Satellitenrahmen vorgesehen, der mit einem Stopfaggregat zum Unterstopfen des Gleises sowie einem Gleishebe- und Richtaggregat ausgestattet ist. Im Arbeitseinsatz wird die Maschine kontinuierlich verfahren, während der Satellitenrahmen zur Unterstopfung der einzelnen Schwellen des Gleises schrittweise vorwärtsbewegt wird.From GB 2 151 675 a tamping machine is known, the ends of which are each on supports a rail undercarriage and limits a track lifting section with these. Inside the two rail bogies is one in the machine longitudinal direction slidably mounted satellite frame provided with a tamping unit for stuffing the track and a track lifting and leveling unit Is provided. The machine is operated continuously during work, while the satellite frame to plug the individual thresholds of the Track is gradually moved forward.

Gemäß US 4 644 868 ist ebenfalls eine im Arbeitseinsatz kontinuierlich verfahrbare Stopfmaschine bekannt, wobei ein Satellitenrahmen relativ zum Maschinenrahmen verschiebbar ist. Ein Gleishebe- und Richtaggregat ist am Maschinenrahmen längsverschiebbar gelagert und ist somit ebenfalls im Arbeitseinsatz relativ zum Maschinenrahmen verschiebbar. Der Gleishebeabschnitt wird einerseits durch das bezüglich der Arbeitsrichtung vordere Schienenfahrwerk der Maschine und andererseits durch ein mit dem Satellitenrahmen verbundenes Schienenfahrwerk begrenzt. Innerhalb des Gleishebeabschnittes erfolgt die Anhebung des Gleises in die Soll-Lage sowie deren Unterstopfung.According to US Pat. No. 4,644,868, it is also possible to move it continuously during use Stuffing machine known, with a satellite frame relative to the machine frame is movable. A track lifting and straightening unit is on the machine frame mounted longitudinally displaceable and is therefore also in use relative to Movable machine frame. The track lifting section is on the one hand by the with regard to the working direction of the machine's front rail carriage and on the other hand by a rail chassis connected to the satellite frame limited. The track is lifted within the track lifting section the target location and its tamping.

Schließlich ist noch gemäß US 4 794 862 eine weitere Stopfmaschine bekannt, bei der innerhalb des Stopfabschnittes eine Schurre für einen Abwurf von Schotter vorgesehen ist. Damit wird das Gleis in Verbindung mit der Gleislagekorrektur für eine dauerhafte Gleislage optimal eingeschottert.Finally, according to US Pat. No. 4,794,862, another tamping machine is known from a chute within the tamping section for the discharge of ballast is provided. This will make the track in conjunction with the track position correction for a permanent track position optimally ballasted.

Die Aufgabe der Erfindung liegt nun in der Schaffung eines Gleisstopfverfahrens der gattungsgemäßen Art, mit dem auch ein neu eingeschottertes Gleis rasch unterstopfbar ist. Weiters besteht die Aufgabe der Erfindung darin, eine Maschine zum Unterstopfen eines Gleises zu schaffen, die sowohl für die Unterstopfung eines neu eingeschotterten Gleises als auch für eine normale Unterstopfung optimal einsetzbar ist.The object of the invention is to create a track tamping method Generic type, with which a newly ballasted track can quickly can be plugged. Furthermore, the object of the invention is a machine for stuffing a track, which is both for stuffing a newly ballasted track as well as for normal tamping can be used.

Die erstgenannte Aufgabe der Erfindung wird dadurch gelöst, daß bei einem Verfahren zur Unterstopfung eines Gleises in einer ersten Arbeitsfahrt der Gleishebeabschnitt für eine Gleisanhebung und Einbringung von Schotter unterhalb des Gleises in Gleislängsrichtung verlängert wird, und daß in einer weiteren Arbeitsfahrt zur Erzeugung der endgültigen Soll-Lage und Unterstopfung des Gleises der Gleishebeabschnitt verkürzt wird.The first-mentioned object of the invention is achieved in that at one Procedure for tamping a track in a first work run of the Track lifting section for raising the track and placing ballast below of the track is extended in the longitudinal direction of the track, and that in another Work trip to generate the final target position and tamping the track the track lifting section is shortened.

Mit der Verlängerung des durch die Schienenfahrwerke begrenzten Gleishebeabschnittes ist eine Gleisanhebung in einer größeren Höhe möglich, ohne daß dabei die Schienen bezüglich der Biegelinie überbeansprucht werden. Diese besonders hohe Gleisanhebung hat den Vorteil, daß damit im Rahmen eines einzigen Arbeitsdurchganges eine umfangreiche Schotterzuführung insbesondere in Verbindung mit einer neuen Einschotterung des Gleises möglich ist. Sobald sich der neue Schotter zur Gänze unterhalb des Gleises befindet, kann durch einfache Verkürzung des Gleishebeabschnittes sofort die abschließende dauerhafte Lagekorrektur und Unterstopfung des Gleises durchgeführt werden.With the extension of the limited by the rail trolleys Track lifting section is possible to raise the track to a greater height without that the rails are overstressed with respect to the bending line. This Particularly high track lifting has the advantage that it can be used as part of a extensive gravel supply in particular in a single pass Connection with a new ballast of the track is possible. As soon as the new ballast located entirely below the track can be done by simple Shortening the track lifting section immediately the final permanent Correction of the position and stuffing of the track can be carried out.

Die Aufgabe zur Schaffung einer Maschine wird dadurch gelöst, daß im Bereich des mit dem Satellitenrahmen verbundenen Fahrwerkes der Satellitenrahmen durch einen Antrieb mit Führungsrollen verbunden ist, die in Maschinenlängsrichtung verschiebbar auf dem Maschinenrahmen gelagert sind. The task of creating a machine is achieved in that in the area of chassis connected to the satellite frame by the satellite frame a drive is connected to guide rollers in the machine longitudinal direction are slidably mounted on the machine frame.

Durch diese konstruktiv sehr einfache Lösung ist der besondere Vorteil erzielbar, daß lediglich unter Beaufschlagung von Antrieben der Gleishebeabschnitt veränderbar ist, ohne daß es zur Durchführung der Gleisunterstopfung weiterer Umrüstarbeiten bedarf. Vor allem bleibt sowohl bei dem verlängerten als auch normalen Arbeitsmodus die besondere Leistungsfähigkeit der im Arbeitseinsatz kontinuierlich verfahrbaren Stopfmaschine völlig uneingeschränkt erhalten.This constructively very simple solution has the particular advantage that The track lifting section can only be changed when actuating drives is without further conversion work to carry out the track plugging requirement. Above all, remains with the extended as well as normal Working mode the special performance of the in use continuously movable tamping machine completely unrestricted.

Weitere vorteilhafte Ausbildungen der Erfindung ergeben sich aus den weiteren Ansprüchen und der Zeichnung.Further advantageous embodiments of the invention result from the others Claims and the drawing.

Im folgenden wird die Erfindung anhand in der Zeichnung dargestellter Ausführungsbeispiele näher beschrieben.The invention is illustrated below with reference to the drawing Exemplary embodiments described in more detail.

Es zeigen:

  • Fig. 1 eine vereinfachte Seitenansicht einer Stopfmaschine mit einem relativ zu einem Maschinenrahmen verschiebbaren Satellitenrahmen,
  • Fig. 2 eine vergrößerte Seitenansicht eines Abschnittes der Stopfmaschine,
  • Fig. 3 und 4 jeweils eine schematische Darstellung der Stopfmaschine mit unterschiedlichen Stopfabschnitten, und
  • Fig. 5 eine stark vereinfachte Seitenansicht eines weiteren Ausführungsbeispieles einer erfindungsgemäß ausgebildeten Stopfmaschine.
    • Show it:
  • 1 shows a simplified side view of a tamping machine with a satellite frame which can be displaced relative to a machine frame,
  • 2 is an enlarged side view of a portion of the tamping machine,
  • 3 and 4 are each a schematic representation of the tamping machine with different tamping sections, and
  • Fig. 5 is a greatly simplified side view of another embodiment of a tamping machine designed according to the invention.

    • Eine in den Fig. 1 und 2 ersichtliche Maschine 1 zum Unterstopfen eines Gleises 2 weist einen langgestreckten Maschinenrahmen 3 auf, der sich endseitig über Schienenfahrwerke 4 auf dem Gleis 2 abstützt. Zwischen diesen beiden endseitigen Schienenfahrwerken 4 ist ein Satellitenrahmen 5 vorgesehen, der sich einerseits durch ein Schienenfahrwerk 4 auf dem Gleis 2 und andererseits mittels eines Gelenkes 7 auf dem Maschinenrahmen 3 abstützt. Der mit einem Stopfaggregat 8 sowie einem Gleishebe-Richtaggregat 9 ausgestattete Satellitenrahmen 5 ist durch einen Verschiebeantrieb 10 relativ zum Maschinenrahmen 3 verschiebbar.A machine 1 shown in FIGS. 1 and 2 for stuffing a track 2 has an elongated machine frame 3, which ends on Rail carriages 4 are supported on track 2. Between these two ends Rail bogies 4, a satellite frame 5 is provided, the one hand by a rail carriage 4 on the track 2 and on the other hand by means of a Joint 7 is supported on the machine frame 3. The one with a tamping unit 8 and a track lifting / straightening unit 9 equipped satellite frame 5 is through a displacement drive 10 is displaceable relative to the machine frame 3.

    Bezüglich der durch einen Pfeil 11 dargestellten Arbeitsrichtung der Maschine 1 vor dem Satellitenrahmen 5 und hinter dem vorderen Schienenfahrwerk 4 ist eine Schotterschurre 12 mit über dem Gleis 2 befindlichen Auslaßöffnungen 13 vorgesehen. Die Maschine 1 weist außerdem einen in Maschinenlängsrichtung verlaufenden Schotterförderer 14 auf, mit dem Schotter von einem hinteren Maschinenende 15 zur Schotterschurre 12 transportierbar ist. Das hintere Maschinenende 15 ist durch eine auf einem Schienenfahrwerk 16 abstützbare Rahmenverlängerung 17 gebildet, die mit einer Motoreinheit 18 ausgestattet und gelenkig mit dem Maschinenrahmen 3 verbunden ist.Regarding the working direction of the machine 1 represented by an arrow 11 the satellite frame 5 and behind the front rail chassis 4 is one Ballast chute 12 with outlet openings 13 located above the track 2 intended. The machine 1 also has one in the machine longitudinal direction extending ballast conveyor 14, with the ballast from a rear Machine end 15 can be transported to the ballast chute 12. The rear Machine end 15 can be supported by a rail carriage 16 Frame extension 17 formed, equipped with a motor unit 18 and is articulated to the machine frame 3.

    Ein zum Anheben des Gleises 2 für die Gleislagekorrektur und zur Unterstopfung vorgesehener Gleishebeabschnitt 19 ist einerseits durch das vordere Schienenfahrwerk 4 der Maschine 1 und andererseits durch das Schienenfahrwerk 4 des Satellitenrahmens 5 begrenzt. Dieser für eine normale Unterstopfung geeignete Gleishebeabschnitt 19 ist durch die Punkte A und B in Fig. 1 und 3 gekennzeichnet. Wie insbesondere in Fig. 2 ersichtlich, ist der Satellitenrahmen 5 im Bereich seines Schienenfahrwerkes 4 durch einen Hydraulikantrieb 20 mit Führungsrollen 21 verbunden, die auf einer in Maschinenlängsrichtung verlaufenden und mit dem Maschinenrahmen 3 verbundenen Führung 22 verschiebbar gelagert sind. Durch den Hydraulikantrieb 20 ist der Satellitenrahmen 5 wahlweise von einer Abstützung auf dem Gleis 2 in eine vom Gleis 2 abgehobene Stellung anhebbar (s. Fig. 4).One for lifting track 2 for correcting the track position and for tamping provided track lifting section 19 is on the one hand through the front Rail undercarriage 4 of machine 1 and, on the other hand, through rail undercarriage 4 of the satellite frame 5 limited. This is suitable for normal tamping Track lifting section 19 is characterized by points A and B in FIGS. 1 and 3. As can be seen in particular in FIG. 2, the satellite frame 5 is in the region of its Rail undercarriage 4 by a hydraulic drive 20 with guide rollers 21 connected, which runs in a machine longitudinal direction and with the Machine frame 3 connected guide 22 are slidably mounted. By the Hydraulic drive 20 is the satellite frame 5 optionally from a support the track 2 can be raised into a position lifted off the track 2 (see FIG. 4).

    Im folgenden wird die Funktionsweise der Maschine 1 näher beschrieben.The operation of the machine 1 is described in more detail below.

    Für eine Neueinschotterung des Gleises 2 werden entsprechend große Mengen an Schotter über die Schotterschurre 12 auf das Gleis 2 abgeworfen. Der Satellitenrahmen 5 ist durch Beaufschlagung der Hydraulikantriebe 20 vom Gleis 2 abgehoben (s. Fig. 4). Damit entsteht ein verlängerter, durch das vordere und das hintere Schienenfahrwerk 4 der Maschine 1 begrenzter, mit A und C gekennzeichneter Gleishebeabschnitt 19. In diesem verlängerten Gleishebeabschnitt ist nunmehr eine höhere Gleisanhebung durch das Gleishebe-Richtaggregat 9 möglich, so daß mit der stärkeren Gleisanhebung auch größere Schottermengen durch das Gleis auf die Schotterbettung fallen. Sobald sich die gewünschten Schottermengen unterhalb des Gleises 2 befinden, kann eine normale Gleisunterstopfung durchgeführt werden, indem unter Entlastung der Hydraulikantriebe 20 der Satellitenrahmen 5 auf das Gleis 2 abgestützt wird (Fig. 3). Damit erfolgt eine automatische Verkürzung des Gleishebeabschnittes 19 auf eine durch die Punkte A und B gekennzeichnete Länge.For a new ballast of track 2, correspondingly large amounts of Ballast thrown over the ballast chute 12 onto the track 2. The Satellite frame 5 is by loading hydraulic drives 20 from track 2 lifted off (see Fig. 4). This creates an elongated, through the front and the machine 1 rear rail carriage 4 limited, with A and C marked track lifting section 19. In this extended track lifting section is now a higher track elevation by the track lifting straightening unit 9 possible, so that with the stronger track lifting also larger amounts of ballast fall through the track onto the ballast bed. Once the ones you want Gravel amounts below the track 2 can be a normal one Track obstruction can be done by relieving the Hydraulic drives 20 of the satellite frame 5 is supported on the track 2 (Fig. 3). This results in an automatic shortening of the track lifting section 19 to one length indicated by points A and B.

    In Fig. 5 ist eine Maschine 1 dargestellt, bei der das Stopfaggregat 8 sowie das Gleishebe-Richtaggregat 9 direkt am Maschinenrahmen 3 befestigt sind. Das hintere Schienenfahrwerk 4 ist durch einen Antrieb 23 von einer in vollen Linien dargestellten vorderen Position für nomalen Stopfeinsatz in eine hintere (strichpunktierte Darstellung) Endstellung verschiebbar. Damit kann ebenfalls bedarfsweise der Gleishebeabschnitt 19 verlängert werden.In Fig. 5, a machine 1 is shown, in which the tamping unit 8 and the Track lifting straightening unit 9 are attached directly to the machine frame 3. The rear Rail carriage 4 is represented by a drive 23 of one in full lines front position for normal darning in a rear (dash-dotted Representation) end position movable. This can also be used if necessary Track lifting section 19 are extended.

    Claims (4)

    Verfahren zur Unterstopfung eines Gleises, wobei das anzuhebende und zu unterstopfende Gleis (2) durch zwei Schienenfahrwerke (4) unter Bildung eines Gleishebeabschnittes (19) begrenzt ist, dadurch gekennzeichnet, daß in einer ersten Arbeitsfahrt der Gleishebeabschnitt (19) für eine Gleisanhebung und Einbringung von Schotter unterhalb des Gleises (2) in Gleislängsrichtung verlängert wird, und daß in einer weiteren Arbeitsfahrt zur Erzeugung der endgültigen Soll-Lage und Unterstopfung des Gleises (2) der Gleishebeabschnitt (19) verkürzt wird.Method for stuffing a track, the track to be lifted and stuffed (2) being limited by two rail bogies (4) to form a track lifting section (19), characterized in that the track lifting section (19) for a track lifting and insertion in a first work run of gravel below the track (2) is extended in the longitudinal direction of the track, and that the track lifting section (19) is shortened in a further work trip to generate the final desired position and stuffing the track (2). Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die Veränderung der Länge des Gleishebeabschnittes (19) durch Anheben bzw. Absenken eines mit einem Stopfaggregat (8) einem Gleishebe-Richtaggregat (9) und einem Schienenfahrwerk (4) verbundenen Satellitenrahmen (5) relativ zu einem Maschinenrahmen (3) der Maschine (1) durchgeführt wird.Method according to Claim 1, characterized in that the change in the length of the track lifting section (19) by raising or lowering a satellite frame (5) connected to a tamping unit (8), a track lifting straightening unit (9) and a rail undercarriage (4) relative to a machine frame (3) of the machine (1) is carried out. Maschine zum Unterstopfen eines Gleises (2) mit einem endseitig auf Schienenfahrwerken (4) abgestützten, auf dem Gleis (2) verfahrbaren Maschinenrahmen (3) und einem zwischen den Schienenfahrwerken (4) angeordneten Satellitenrahmen (5), der an einem Ende durch ein Gelenk (7) in Maschinenlängsrichtung verschiebbar mit dem Maschinenrahmen (3) verbunden ist und am gegenüberliegenden Ende ein Fahrwerk (4) zur Abstützung auf dem Gleis (2) aufweist, dadurch gekennzeichnet, daß im Bereich des mit dem Satellitenrahmen (5) verbundenen Fahrwerkes (4) der Satellitenrahmen (5) durch einen Antrieb (20) mit Führungsrollen (21) verbunden ist, die in Maschinenlängsrichtung verschiebbar auf dem Maschinenrahmen (3) gelagert sind.Machine for tamping a track (2) with a machine frame (3) supported on the end of rail carriages (4), movable on the track (2) and a satellite frame (5) arranged between the rail carriages (4), which is connected at one end by a joint (7) is connected to the machine frame (3) so as to be displaceable in the longitudinal direction of the machine and has a carriage (4) at the opposite end for support on the track (2), characterized in that in the region of the carriage (4.) Connected to the satellite frame (5) ) the satellite frame (5) is connected by a drive (20) to guide rollers (21) which are mounted on the machine frame (3) so as to be displaceable in the longitudinal direction of the machine. Maschine zum Unterstopfen eines Gleises (2) mit einem endseitig auf Schienenfahrwerken (4) abgestützten, auf dem Gleis (2) verfahrbaren Maschinenrahmen (3) und einem zwischen den Schienenfahrwerken (4) angeordneten Stopfaggregat (8) und einem Gleishebe-Richtaggregat (9), dadurch gekennzeichnet, daß ein Schienenfahrwerk (4) in Maschinenlängsrichtung relativ zum Maschinenrahmen (3) verschiebbar ausgebildet ist.Machine for tamping a track (2) with a machine frame (3) supported on the end of rail carriages (4) and movable on the track (2) and a tamping unit (8) arranged between the rail carriages (4) and a track lifting straightening unit (9) characterized in that a rail carriage (4) is designed to be displaceable in the longitudinal direction of the machine relative to the machine frame (3).
    EP01890121A 2000-06-09 2001-04-25 Railway track tamping device and method Expired - Lifetime EP1162309B1 (en)

    Priority Applications (2)

    Application Number Priority Date Filing Date Title
    DK01890121T DK1162309T3 (en) 2000-06-09 2001-04-25 Method and machine for stopping a track
    AT01890121T ATE292713T1 (en) 2000-06-09 2001-04-25 METHOD AND MACHINE FOR PACKING A TRACK

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    AT0043100U AT3876U3 (en) 2000-06-09 2000-06-09 METHOD AND MACHINE FOR FILLING A TRACK
    AT4312000U 2000-06-09

    Publications (2)

    Publication Number Publication Date
    EP1162309A1 true EP1162309A1 (en) 2001-12-12
    EP1162309B1 EP1162309B1 (en) 2005-04-06

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    Application Number Title Priority Date Filing Date
    EP01890121A Expired - Lifetime EP1162309B1 (en) 2000-06-09 2001-04-25 Railway track tamping device and method

    Country Status (12)

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    US (1) US6481358B2 (en)
    EP (1) EP1162309B1 (en)
    JP (1) JP4824203B2 (en)
    CN (1) CN1205390C (en)
    AT (2) AT3876U3 (en)
    CA (1) CA2350166C (en)
    DE (1) DE50105805D1 (en)
    DK (1) DK1162309T3 (en)
    ES (1) ES2240391T3 (en)
    PL (1) PL208240B1 (en)
    RU (1) RU2225908C2 (en)
    UA (1) UA72899C2 (en)

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    WO2021186007A1 (en) * 2020-03-20 2021-09-23 Matisa Materiel Industriel Sa Railway works machine comprising a machine chassis and a works shuttle, and associated railway works convoy

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    AT4463U3 (en) * 2001-04-26 2002-03-25 Plasser Bahnbaumasch Franz CLEANING MACHINE FOR CLEANING THE GRAVEL BED OF A TRACK
    AT413554B (en) * 2003-10-31 2006-03-15 Plasser Bahnbaumasch Franz STOP MACHINE FOR SUPPORTING A TRAIL
    AT500949B8 (en) * 2004-10-01 2007-02-15 Plasser Bahnbaumasch Franz MACHINE FOR IMPLEMENTING A RAILWAY CORRECTION
    RU2480552C1 (en) * 2011-11-16 2013-04-27 Николай Михайлович Балезин Method for continuous railway track sleeper tamping and machine for its realisation
    CN107544309B (en) * 2017-09-28 2020-07-07 中国神华能源股份有限公司 Control circuit, method and device for tamping vehicle, storage medium and processor
    KR102197762B1 (en) * 2018-02-12 2021-01-04 류수경 A Special train for replacing gravel ballast to concrete ballast
    AT525273B1 (en) 2021-08-04 2023-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Process and machine for processing a track
    CN114987228A (en) * 2022-08-08 2022-09-02 中国铁建高新装备股份有限公司 Hybrid power transmission method and system and railway vehicle

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    GB2151675A (en) 1983-12-16 1985-07-24 Plasser Bahnbaumasch Franz Continuous-motion track tamping machine
    US4644868A (en) 1984-06-01 1987-02-24 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H Continuously advancing track leveling, lining and tamping machine
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    FR3108342A1 (en) * 2020-03-20 2021-09-24 Matisa Materiel Industriel WORKS railway MACHINE comprising a machine frame and a work shuttle, and associated WORKS railway convoy

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    PL208240B1 (en) 2011-04-29
    US20010050022A1 (en) 2001-12-13
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    ATE292713T1 (en) 2005-04-15
    JP4824203B2 (en) 2011-11-30
    PL347848A1 (en) 2001-12-17
    DK1162309T3 (en) 2005-06-20
    EP1162309B1 (en) 2005-04-06
    CN1329196A (en) 2002-01-02
    CA2350166A1 (en) 2001-12-09
    CA2350166C (en) 2005-08-09
    CN1205390C (en) 2005-06-08
    ES2240391T3 (en) 2005-10-16
    RU2225908C2 (en) 2004-03-20
    AT3876U2 (en) 2000-09-25
    DE50105805D1 (en) 2005-05-12
    UA72899C2 (en) 2005-05-16
    AT3876U3 (en) 2001-02-26

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