EP1614805B1 - Method for laying railway tracks - Google Patents

Method for laying railway tracks Download PDF

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Publication number
EP1614805B1
EP1614805B1 EP05108892A EP05108892A EP1614805B1 EP 1614805 B1 EP1614805 B1 EP 1614805B1 EP 05108892 A EP05108892 A EP 05108892A EP 05108892 A EP05108892 A EP 05108892A EP 1614805 B1 EP1614805 B1 EP 1614805B1
Authority
EP
European Patent Office
Prior art keywords
ballast
sleepers
machine
track
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.)
Expired - Lifetime
Application number
EP05108892A
Other languages
German (de)
French (fr)
Other versions
EP1614805A3 (en
EP1614805A2 (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
Application filed by Franz Plasser Bahnbaumaschinen Industrie GmbH filed Critical Franz Plasser Bahnbaumaschinen Industrie GmbH
Publication of EP1614805A2 publication Critical patent/EP1614805A2/en
Publication of EP1614805A3 publication Critical patent/EP1614805A3/en
Application granted granted Critical
Publication of EP1614805B1 publication Critical patent/EP1614805B1/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 track formed from sleepers and rails on a flat, according to the preamble of claim 1.
  • the object of the invention is to provide a method of the type mentioned, with which the track can be laid without affecting the subgrade surface.
  • Fig. 3 a simplified view of the machine according to arrow III in Fig. 1 ,
  • the machine 1 In labor, the machine 1 is moved continuously in the working or transport direction 9.
  • a machine 1 for storing a track 4 formed from sleepers 2 and rails 3 has a machine frame 5, which can be moved by means of rail carriages 6 on the track 4 or via a crawler track 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 travel drive 10.
  • the crawler undercarriage 8 can be controlled by a control device 12 located in a work cabin 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.
  • a tilting device 40 which formed as a tilting conveyor belt 25 is. 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. Fig. 1 ) of the transport device 23, the transport of sleepers 2 and a container 24 by means of a gantry crane 34, which is movable by a drive 35 connected to the machine frame 5 rails 36 in the transport direction.
  • 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. Of 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 in the form of two ballast layers 18 (16) spaced apart from each other with respect to the cross-machine direction. Fig. 3 ) is applied to the planum 16. 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.
  • the two ballast layers 18 compacted by the crawler tracks 8 serve to support the sleepers 2 deposited by the threshold deposit device 37.
  • a known manner see FIG. EP 0 811 721 ) stored on both sides of the machine frame 5 in the transport direction 9 rails 3 to form the track 4.

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

Description

Die Erfindung betrifft ein Verfahren zur Verlegung eines aus Schwellen und Schienen gebildeten Gleises auf ein Planum, gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a method for laying a track formed from sleepers and rails on a flat, 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.By EP 0 811 721 A2 It is already known to use a at its front end of the machine a crawler track having machine for the continuous storage of a track on a planum. 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 ein Verfahren der eingangs genannten Art zu schaffen, mit dem das Gleis ohne Beeinträchtigung der Planumsoberfläche verlegbar ist.The object of the invention is to provide a method of the type mentioned, with which the track can be laid without affecting the subgrade surface.

Diese Aufgabe wird mit den Verfahrenschritten des Anspruchs 1 gelöst.This object is achieved by the method steps of claim 1.

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. Weitere vorteilhafte Ausbildungen der Erfindung ergeben sich aus den Unteransprüchen und den Zeichnungen.By this method according to the invention the continuous formation of a ballast track is parallel to the storage of sleepers and rails possible to protect the subgrade surface reliably against the effects of a front end of the machine supporting crawler track. 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:Show it:

  • Fig. 1 eine Seitenansicht eines bezüglich der Arbeitsrichtung vorderen Endes einer Maschine zur Erfindungsgemäßen Verlegung eines Gleises auf ein Planum, die nicht zur Erfindung gehört, Fig. 1 a side view of a working direction front end of a machine according to the invention laying a track on a planum, which does not belong to the invention,
  • Fig. 2 eine Seitenansicht eines hinteren Abschnittes der Maschine mit einer Schotterbefüllstation zur Befüllung von Containern mit Schotter, und Fig. 2 a side view of a rear portion of the machine with a ballast filling station for filling containers with gravel, and

Fig. 3 eine vereinfachte Ansicht der Maschine gemäß Pfeil III in Fig. 1. Fig. 3 a simplified view of the machine according to arrow III in Fig. 1 ,

Im Arbeitseinsatz wird die Maschine 1 kontinuierlich in Arbeits- bzw. Transportrichtung 9 verfahren.In labor, the machine 1 is moved continuously in the working or transport direction 9.

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.A machine 1 for storing a track 4 formed from sleepers 2 and rails 3 has a machine frame 5, which can be moved by means of rail carriages 6 on the track 4 or via a crawler track 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 travel drive 10.

Das Raupenfahrwerk 8 ist ebenso wie verschiedene andere Antriebe durch eine in einer Arbeitskabine 11 befindliche Steuereinrichtung 12 steuerbar.The crawler undercarriage 8, like various other drives, can be controlled by a control device 12 located in a work cabin 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 positioned in the rear machine area, in Fig. 2 A front, above the crawler undercarriage 8 befindlicher section of this transport device 23 has a tilting device 40 which formed as a tilting conveyor belt 25 is. 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. Fig. 1 ) of the transport device 23, the transport of sleepers 2 and a container 24 by means of a gantry crane 34, which is movable by a drive 35 connected to the machine frame 5 rails 36 in the transport direction.

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.While the sleepers 2 are deposited in a known manner by a threshold depositing device 37, the delivery of gravel 15 through the transfer conveyor 30 of the bulk freight car 31 to the vibrating chute 28 takes place in parallel. The gravel 15 passing from the latter 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 Förderband 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. Of 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 in the form of two ballast layers 18 (16) spaced apart from each other with respect to the cross-machine direction. Fig. 3 ) is applied to the planum 16. 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 support the sleepers 2 deposited by the threshold deposit device 37. In a known manner (see FIG. EP 0 811 721 ) stored on both sides of the machine frame 5 in the transport direction 9 rails 3 to form the track 4.

Claims (3)

  1. A method of laying a track (4), wherein, with continuous forward movement of a machine in a working or transporting direction (9), sleepers (2) are laid individually upon a formation (16) and rails (3) are laid upon the sleepers (2), characterized in that ballast (15) is transported in the transporting direction (9) of the sleepers (2) and rails (3) to a front machine end (7), with regard to the transporting direction (9), and discharged upon the formation (16) before the laying of the sleepers (2), with regard to the transporting direction (9), then graded and - by being travelled upon by a following crawler track (8) - consolidated.
  2. A method according to claim 1, characterized in that ballast (15) is filled into containers (24) rearwardly of the laying of sleepers (2) upon the formation (16), with regard to the transporting direction (9), and is transported by these to the front machine end (7) and discharged there upon the formation (16) by tilting the container (24).
  3. A method according to claim 1 or 2, characterized in that the ballast (15) is discharged upon the formation (16) in the shape of two ballast layers (18), spaced from one another in the transverse direction of the machine, and graded.
EP05108892A 1999-12-07 2000-11-02 Method for laying railway tracks Expired - Lifetime EP1614805B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0084899U AT3379U3 (en) 1999-12-07 1999-12-07 METHOD FOR LAYING A TRACK AND MACHINE FOR LAYING DOWN A TRACK
EP00890326A EP1106734B1 (en) 1999-12-07 2000-11-02 Apparatus for laying railway tracks

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP00890326A Division EP1106734B1 (en) 1999-12-07 2000-11-02 Apparatus for laying railway tracks

Publications (3)

Publication Number Publication Date
EP1614805A2 EP1614805A2 (en) 2006-01-11
EP1614805A3 EP1614805A3 (en) 2006-07-26
EP1614805B1 true EP1614805B1 (en) 2008-04-23

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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

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EP00890326A Expired - Lifetime EP1106734B1 (en) 1999-12-07 2000-11-02 Apparatus 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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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
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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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AT3379U2 (en) 2000-02-25
CN1313430A (en) 2001-09-19
EP1614805A3 (en) 2006-07-26
ES2263444T3 (en) 2006-12-16
DE50012970D1 (en) 2006-07-27
DE50015134D1 (en) 2008-06-05
ES2304669T3 (en) 2008-10-16
EP1106734A2 (en) 2001-06-13
EP1106734B1 (en) 2006-06-14
EP1614805A2 (en) 2006-01-11
EP1106734A3 (en) 2003-01-08
DE29922202U1 (en) 2000-08-24
ATE393261T1 (en) 2008-05-15
CN1227416C (en) 2005-11-16
AT3379U3 (en) 2000-11-27

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