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EP2038482B1 - Engin de pose de voie - Google Patents

Engin de pose de voie Download PDF

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Publication number
EP2038482B1
EP2038482B1 EP07764549A EP07764549A EP2038482B1 EP 2038482 B1 EP2038482 B1 EP 2038482B1 EP 07764549 A EP07764549 A EP 07764549A EP 07764549 A EP07764549 A EP 07764549A EP 2038482 B1 EP2038482 B1 EP 2038482B1
Authority
EP
European Patent Office
Prior art keywords
frame
track
machine
another
joint
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.)
Not-in-force
Application number
EP07764549A
Other languages
German (de)
English (en)
Other versions
EP2038482A1 (fr
Inventor
Josef Theurer
Manfred Brunninger
Florian Franz
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
Priority to PL07764549T priority Critical patent/PL2038482T3/pl
Publication of EP2038482A1 publication Critical patent/EP2038482A1/fr
Application granted granted Critical
Publication of EP2038482B1 publication Critical patent/EP2038482B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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

Definitions

  • the invention relates to a track construction machine according to the preamble of claim 1.
  • Such a machine is already off, for example US 4,342,165 or US 4,774,890 known and has a trained for bridging the Umbaulücke work vehicle.
  • the machine frame of the vehicle is composed of two frame parts, which are connected to each other by a frame joint adjustable. Based on an adjustment, the distance between the two frame parts in its upper region is mutually variable, whereby an underlying Schienenfahrtechnik for the purpose of enlarging the Umbaulücke of the rails can be lifted.
  • On the frame parts working units are provided for exchanging the rails or sleepers in the area of the Umbaulücke.
  • the object of the present invention is now to provide a track construction machine of the type mentioned, with the safe operation of the machine frame is guaranteed even when working in track arcs with relatively narrow radius.
  • Such a trained track construction machine offers the advantageous possibility to significantly increase the stability of the machine frame in the transverse direction of the track by the highly spread in the work, articulated area of the machine is supported by lowering the crawler undercarriage on the trackless ballast bedding.
  • the conventional operation continues to be possible without restriction, in which the highly spread frame bridges the working area in the conversion gap freely and offers a maximum of free space for the labor input.
  • Fig. 1 a side view of an inventively designed machine for track renewal
  • Fig. 2 a schematic plan view of the machine when working in a track curve.
  • Track construction machine 1 shown is used for continuous renewal of a track consisting of rails and sleepers 2 in a direction indicated by an arrow 3 working direction.
  • the front section of the machine 1 is supported with respect to the aforementioned working direction 3 on old rails 5 connected to old sleepers 4, while the rear machine section already rolls on new rails 7 - laid on new sleepers 6.
  • the machine 1 has a machine frame 8, which essentially consists of a first or in the working direction 3 front frame part 9, a second, following in the direction of frame part 10 and a disposed between these two, third frame part or intermediate frame 11.
  • the two frame parts 9 and 10 are connected to the intermediate frame 11 in each case hingedly connected to each other on the basis of a frame joint 12 (described in more detail below).
  • a device for spreading out the old rails 5
  • a device 24 for storing the new sleepers 6 and a means for spreading the new rails 7 are provided.
  • the first and second frame part 9 and 10 are mounted at their free ends in each case via a first rail carriage 13 on the track 2.
  • the intermediate frame 11 is equipped with two second, middle rail carriages 14, which are each arranged in the region of a frame joint 12.
  • the intermediate frame 11 a positioned between the second rail bogies 14 and based on a drive 15 relative to these height-adjustable, rail-mounted crawler 16 on.
  • Each formed as a universal joint frame joint 12 connects the first and second frame part 9,10 with the intermediate frame 11 in the respective lower region of the frame.
  • the frame parts 9, 10 are connected to the intermediate frame 11 in each case via an adjusting drive 17, which is designed as a spindle drive 18.
  • an adjusting drive 17 which is designed as a spindle drive 18.
  • the frame parts 9 and 10 are additionally connected to the intermediate frame 11 in each case via steering levers 19. These are each spaced apart in the cross-machine direction on both sides of the frame joint 12 and formed as hydraulic drives 20, by means of which the frame parts 9 and 10 can be aligned relative to the intermediate frame 11 in the horizontal direction to - Fig. 2 to see - to be able to adapt the elongated machine frame 8, which is only supported at the ends by the first rail carriages 13, to the curvature of a curved track.
  • the crawler undercarriage 16 is lowered by means of the drive 15 and supported on the track bed 21 in the alternative. This ensures sufficient stability of the track-laying machine 1 or of the machine frame 8 and of the working units 22, 23 and 24 arranged thereon even in narrow track curves.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Soil Working Implements (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Component Parts Of Construction Machinery (AREA)

Claims (5)

  1. Engin de pose de voie (1) comprenant un châssis d'engin (8) logé sur des premiers mécanismes de roulement ferroviaires (13) et présentant deux parties de châssis (9, 10) reliées ensemble par une articulation de châssis (12), dans lequel les parties de châssis (9, 10) peuvent être déplacées l'une par rapport à l'autre en ce qui concerne leur position à l'aide d'un entraînement de réglage (17) disposé au-dessus de l'articulation de châssis (12) et écarté de celle-ci et s'étendant dans la direction longitudinale de l'engin par soulèvement d'un second mécanisme de roulement ferroviaire (14) disposé dans la région de l'articulation de châssis (12) de sorte qu'une distance s'étendant dans la direction longitudinale de l'entraînement de réglage (17) entre les deux parties de châssis (9, 10) est variable,
    a) un châssis intermédiaire (11) reliant ensemble les deux parties de châssis (9, 10) à chaque fois par une articulation de châssis (12) étant disposé entre les deux parties de châssis (9, 10),
    b) un propre entraînement de réglage (17) étant à chaque fois prévu au-dessus des deux articulations de châssis (12),
    c) un second mécanisme de roulement ferroviaire (14) étant à chaque fois disposé en dessous des deux articulations de châssis (12),
    d) le châssis intermédiaire (11) étant relié à une chenille (16) réglable en hauteur, positionnée entre les deux mécanismes de roulement ferroviaires (14).
  2. Engin selon la revendication 1, caractérisé en ce que chaque partie de châssis (9, 10) est à chaque fois reliée au châssis intermédiaire (11) à l'aide de deux leviers de direction (19) écartés l'un de l'autre dans la direction transversale de l'engin.
  3. Engin selon la revendication 2, caractérisé en ce que les leviers de direction (19) sont à chaque fois réalisés en tant qu'entraînements hydrauliques (20).
  4. Engin selon l'une quelconque des revendications 1 à 3, caractérisé en ce qu'un dispositif (22) est prévu sur la partie de châssis avant (9), par rapport à un sens de travail (3), pour le ramassage d'anciennes traverses (4) de la voie ferrée (2) tandis qu'un dispositif (24) est disposé sur la partie de châssis arrière (10) pour le dépôt de nouvelles traverses (6).
  5. Engin selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'entraînement de réglage (17) est réalisé en tant qu'entraînement à broche (18).
EP07764549A 2006-06-27 2007-05-29 Engin de pose de voie Not-in-force EP2038482B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL07764549T PL2038482T3 (pl) 2006-06-27 2007-05-29 Maszyna do budowy torów

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0108106A AT503118B1 (de) 2006-06-27 2006-06-27 Gleisbaumaschine
PCT/EP2007/004724 WO2008000328A1 (fr) 2006-06-27 2007-05-29 Engin de pose de voie

Publications (2)

Publication Number Publication Date
EP2038482A1 EP2038482A1 (fr) 2009-03-25
EP2038482B1 true EP2038482B1 (fr) 2009-11-18

Family

ID=38328711

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07764549A Not-in-force EP2038482B1 (fr) 2006-06-27 2007-05-29 Engin de pose de voie

Country Status (6)

Country Link
EP (1) EP2038482B1 (fr)
AT (2) AT503118B1 (fr)
DE (1) DE502007002064D1 (fr)
ES (1) ES2336277T3 (fr)
PL (1) PL2038482T3 (fr)
WO (1) WO2008000328A1 (fr)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT313341B (de) * 1969-10-07 1974-02-11 Plasser Bahnbaumasch Franz Fahrbare Einrichtung zum kontinuierlichen Auswechseln bzw. Erneuern eines Gleises
CH511332A (fr) * 1970-06-17 1971-08-15 Matisa Materiel Ind Sa Dispositif de renouvellement des voies ferrées
AT364913B (de) * 1978-04-19 1981-11-25 Scheuchzer Fils Auguste Gleiserneuerungszug
AT370798B (de) * 1980-04-16 1983-05-10 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einer schotterbett-raeumund planiervorrichtung
DE3664504D1 (en) * 1986-07-25 1989-08-24 Plasser Bahnbaumasch Franz Machine for replacing or renewing the rails and sleepers of an existing track
EP0388573B1 (fr) * 1989-03-20 1993-03-17 Scheuchzer S.A. Train articulé de renouvellement de voies ferrées

Also Published As

Publication number Publication date
AT503118B1 (de) 2007-08-15
DE502007002064D1 (de) 2009-12-31
AT503118A4 (de) 2007-08-15
ATE449212T1 (de) 2009-12-15
ES2336277T3 (es) 2010-04-09
WO2008000328A1 (fr) 2008-01-03
EP2038482A1 (fr) 2009-03-25
PL2038482T3 (pl) 2010-02-26

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