EP0731217B1 - Machine à bourrage, assemblage et procédé de bourrage d'une voie ferrée - Google Patents

Machine à bourrage, assemblage et procédé de bourrage d'une voie ferrée Download PDF

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Publication number
EP0731217B1
EP0731217B1 EP96890013A EP96890013A EP0731217B1 EP 0731217 B1 EP0731217 B1 EP 0731217B1 EP 96890013 A EP96890013 A EP 96890013A EP 96890013 A EP96890013 A EP 96890013A EP 0731217 B1 EP0731217 B1 EP 0731217B1
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EP
European Patent Office
Prior art keywords
tamping
machine
sleeper
track
unit
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
EP96890013A
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German (de)
English (en)
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EP0731217A1 (fr
Inventor
Josef Theurer
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
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Franz Plasser Bahnbaumaschinen Industrie GmbH
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Publication date
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Publication of EP0731217A1 publication Critical patent/EP0731217A1/fr
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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
    • 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
    • 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

Definitions

  • the invention relates to a method for stuffing a track, wherein a tamping in a first operation with respect to the working direction a threshold group and in a subsequent process a tamping of the remaining ones that were skipped during the first operation Thresholds is carried out.
  • a tamping machine or machine arrangement for performing such The method is already known from US Pat. No. 5,379,700.
  • This specifically Machine arrangement designed for processing turnout sections consists of a tamping machine with a multiple tamping unit as well as an additional tamping machine with a single-sleeper tamping unit together.
  • Additional tamping machine uncoupled from the tamping machine and by one move your own travel drive independently. With the tamping machine those sleeper supports compacted in both the main and branch track, where the tamping ax can be quickly and easily immersed in the ballast are.
  • Threshold supports are then moved through the independently movable Additional tamping machine tamped without lifting the track. This combination also enables switch sections with a powerful one Stuff the multiple tamping unit.
  • US Pat. No. 3,744,428 also makes one of two in the machine longitudinal direction tamping machine formed one behind the other known, with each machine frame assigned a multiple tamping unit is.
  • the tamping unit that follows in the working direction is in the machine longitudinal direction slidably mounted.
  • the cramping becomes like this carried out that after tamping two neighboring sleepers by the front multiple tamping unit skips the entire machine two sleepers is advanced by a total of four sleepers. The in this way not blocked by the front multiple tamping unit
  • sleepers are each caused by the subsequent multiple tamping unit supports.
  • FIG. 7 it also known each of the two machine frames instead of a multiple tamping unit to assign two single-tamping units.
  • each tamping unit can be moved in the machine longitudinal direction on the machine frame stored. Additional tamping machines with two multiple tamping units are known from U.S. Patents 4,224,874, 3,595,170 and 3,494,297.
  • the object of the present invention is to create a Procedure of the type described in the introduction with which an accurate and permanent Track position can be combined with a particularly high tamping performance.
  • the first operation - as a group stop designated - a total of at least five consecutively arranged Threshold section in question includes, under Correction of the height and side position of the track only one of a single middle threshold immediately upstream group of sleepers and a group of. directly subordinate to this central threshold Thresholds are simultaneously supported, and that in the subsequent operation - referred to as residual congestion - that in group congestion skipped or not stuffed middle threshold of each threshold section is stuffed.
  • the two-stage tamping process according to the invention results in a special one high tamping performance, the remaining tamping to avoid a possible Influencing the corrected track position to a minimum is. It is particularly advantageous that due to the central positioning the threshold between which is not at least two stuffed sleepers each provide the best possible protection the track position correction already carried out in the first darning stage is ensured.
  • the invention also relates to a tamping machine for simultaneous tamping a plurality of sleepers on a track, consisting of one on Machine frames supported on bogies, two each for simultaneous tamping of at least two sleepers and multiple tamping units arranged one behind the other in the machine longitudinal direction, a track lifting and straightening unit, as well as a reference system to carry out track position corrections, with the distance two adjacent in the machine longitudinal direction - in their starting position to be plugged - and to each other by an auxiliary drive optional tamping pick of each multiple tamping unit a threshold distance is defined.
  • the invention is that the two in the machine longitudinal direction adjoining tamping pick of the two multiple tamping units at a distance corresponding to a threshold distance are distanced from each other, and that a first track lifting and straightening unit arranged between the two multiple tamping units and a second track lifting and straightening unit the front in the working direction Multiple tamping unit is immediately upstream of the tamping machine, whereby between the two multiple tamping units by feeler rollers on Track that can be unrolled and is adjustable in height is arranged, that via sensors with a reference line of the reference system in connection stands.
  • the Additional tamping machine can be designed to be particularly simple in terms of construction, since only the arrangement of a single sleeper tamping unit without any additional equipment is required.
  • the invention also relates to a machine arrangement for stuffing of a track with a tamping machine and is characterized by another additional tamping machine that can be moved independently with its own travel drive with a single-threshold tamping unit that is height-adjustable by a drive for tamping a single threshold, the two machines through a coupling device for a common Transfer travel are interconnected.
  • This machine arrangement has the advantage that it is already in use Small tamping machines as additional tamping machines for implementation the remaining tamping can be used. It can also work with each other independent traversability the higher performance of the upstream tamping machine optimally exploited without taking into account the remaining congestion become.
  • the machine arrangement 1 shown in FIG. 1 for stuffing Thresholds 22 of a track 2 consist of one with respect to the working direction (Arrow 3) upstream tamping machine 4 and a subsequent one Additional tamping machine 5 together. Both tamping machines 4,5 are through a coupling device 6 releasably connected to each other.
  • the tamping machine 4 which can be moved on rail bogies 11 - also as To designate main tamping machine - has one out of two by a joint 7 interconnected parts 8, 9 formed machine frame 10 on the driver's cab 12 are assigned at the end.
  • a drive unit 13 to power the various drives is located on the rear, Trailer-shaped part 9 of the machine frame 10.
  • Between the two rail bogies 11, which are bridge-shaped Support part 8 of the machine frame 10 is one in the machine longitudinal direction extending work frame 14 is provided. This supports itself with his rear end via a rail undercarriage 15 directly from track 2, while a front end 16 in a bearing 17 of the machine frame 10 is mounted for longitudinal displacement.
  • a sliding drive 66 is one Relative displacement in the machine longitudinal direction between the work frame 14 and machine frame 10 feasible.
  • On the work frame 14 are two in Multiple tamping units arranged one behind the other in the machine longitudinal direction 18,19 attached, each for simultaneous tamping of two immediately adjacent sleepers 22 as two-sleeper tamping units are trained.
  • each multiple tamping unit 18.19 has four in Machine longitudinal direction arranged one behind the other with tamping pick 20 provided tamping tools 21 for simultaneously tamping two immediately adjacent thresholds 22.
  • the by a vibration drive 23 vibrating stuffing tools 21 are each by its own Add-on drive 24 can be provided to carry out the tamping to one another.
  • Two in their starting position to perform the tamping located and can be provided with each other tamping pick 20 each a pair forming tamping tools 21 are at a threshold distance a from each other distant.
  • Tamping pick 20 of the two adjacent multiple tamping units 18, 19 are also - with regard to their position immediately before the cramming at a distance corresponding to a threshold distance a.
  • Drives 25 adjust the height of the two multiple tamping units 18.19 feasible.
  • a Central control device 34 for controlling the two multiple tamping units 18,19 and the two track lifting and straightening units 27 housed.
  • travel drives 35 are provided.
  • a marking device 36 e.g. for spraying paint in combination with a Threshold button 37 provided.
  • the additional tamping machine 5 a machine frame 39 supported on rail bogies 38. This is cranked upwards between the two rail carriages 38 formed and arranged by an upper, inclined at an angle to the track level Outline plane 40 limited.
  • the inclination of this outline plane is 40 such that their distance from an upper rail edge 41 at one - to Connection to the tamping machine 4 provided - end 42 of the machine frame 39 at most 3.5 meters and at the opposite end at most Is 2 meters.
  • the additional tamping machine 5 is just a single-sleeper tamping unit 43 and a work booth 44 provided with a control device 45.
  • the working cabin 44 is the same like the single-sleeper tamping unit 43 cranked upwards below one trained and inclined to the track level section 46 of the machine frame 39 arranged.
  • the height adjustable by a drive 47 Single-threshold tamping unit 43 is provided with tamping picks which can be provided with respect to one another 48 equipped for tamping a single threshold 22.
  • the additional tamping machine 5 is a detector 49 for automatic detection of a 50 designated threshold marker assigned.
  • a height adjustable On in the working direction rear end of the additional tamping machine 5 is a height adjustable and by a drive 51 rotatable sweeping brush 52 with a cross conveyor belt 53 arranged.
  • a drive 55 serves a motor 55.
  • the machine arrangement 1 is expediently coupled with the Additional tamping machine 5 to the tamping machine 4 together to the site method. As soon as this is reached, the additional tamping machine 5 of the tamping machine 4 uncoupled. With the front tamping machine in the working direction 4 is now carried out by loading the drive 35 continuous forward movement of the machine frame 10 during the Working frame 14 together with the multiple tamping units 18, 19 by intermittent Actuation of the sliding drive 66 gradually from Darning to darning is moved forward. Once the work frame 14 locally stands still, there is a simultaneous action on the drives 25 Lowering both multiple tamping units 18, 19 for simultaneous tamping two threshold pairs, between which a central threshold 22 lies, which is not supported with this group congestion.
  • Non-contact threshold switch 37 for threshold counting activated.
  • Threshold 22 for identification sprayed with paint, resulting in a Threshold mark 50 is formed.
  • the threshold marking 50 can of course also be direct in the area between the two multiple tamping units 18, 19 be performed.
  • the additional tamping machine 5 under Centering the single-sleeper tamping unit 43 above that with the sleeper marking 50 provided threshold 22 stopped.
  • the drives 47 of the two each associated with a rail 57 of the track 2 Single-threshold tamping units 43 are also used as residual tamping Understooding to be designated in the case of group stopping Threshold 22 not blocked by the upstream tamping machine 4.
  • the remaining obstruction is achieved in the control device 45 preselected tamping pressure, the tamping pick 48 in the auxiliary drives 58 is registered, ended.
  • the machine's right of way can also be stopped automatically as soon as the detector 49 registers a threshold marking 50 Has.
  • FIG. 4 differs in comparison to the variant described above in that the working frame 14 at both longitudinal ends by its own rail undercarriage 15 on Track 2 supports.
  • the relative displacement between machine frames 10 and the work frame 14 is carried out under the action of the displacement drive 66 in connection with a travel drive 59 of the rail undercarriage 15.
  • the tamping machine settles 4 from two machine frames connected by a joint 60 10.39 together, the following trailer-shaped in the working direction and the single-sleeper tamping unit 43 having machine frames 39 forms the additional tamping machine 5.
  • the single-sleeper tamping unit 43 is on horizontal and longitudinal machine guides 61 slidably mounted and connected to a longitudinal displacement drive 62.
  • the two multiple tamping units 18, 19, each for simultaneous Bottom plugs of two sleepers 22 are formed directly on the machine frame 10 arranged.
  • This tamping machine 4 or machine arrangement 1 is gradually from Move darning to darning, taking the distance between the successive Darning points corresponds to five times the threshold distance a. While with the two multiple tamping units 18.19 in the context of Group tamping the simultaneous tamping of four sleepers 22 is carried out in parallel with the downstream single-threshold tamping unit 43 the remaining underfilling of those not underfilled with group underfilling Single threshold carried out. Immediately before the tamping the single-sleeper tamping unit 43 is automatically above the one to be tamped Threshold 22 centered. This is through one with the control device 34 connected odometer 63 achievable, which automatically with the lowering of the two multiple tamping units 18, 19 with the distance measurement begins.
  • the tamping machine 4 or machine arrangement 1 shown in FIG. 6 has a displacement drive 64 as a coupling device between the two Machine frame 10.39. With the help of this displacement drive 64 can there is a slight change in distance between the multiple tamping units 18,19 on the one hand and the single-sleeper tamping unit 43 on the other to center it over the individual threshold to be tamped to enable.
  • Each multiple tamping unit 18,19 is for simultaneous tamping of three directly in the machine longitudinal direction adjacent sleepers 22 equipped with three pairs of tamping pick 20.
  • the entire machine arrangement 1 is covered by traveling a distance, which corresponds to a seven-fold threshold distance a, gradually method. It would of course also be possible as a multiple tamping unit 18, 19 a two-sleeper tamping unit with a three-sleeper tamping unit to combine.
  • FIG. 7 shows a further variant of a tamping machine 4 or a machine arrangement 1, in which the additional tamping machine 5 has a trailer-shaped machine frame 39. This is longitudinally displaceable at the rear end of the machine frame 10 the tamping machine 4 is supported and by means of a displacement drive 65 longitudinally displaceable.

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

Claims (20)

  1. Machine pour le bourrage d'une voie ferrée, où sont effectués, dans un premier processus opératoire par rapport à la direction de travail, un bourrage d'un groupe de traverses et, dans un autre processus opératoire, subséquent, un bourrage des traverses restantes, sautées lors du premier processus opératoire, caractérisée en ce que le premier processus opératoire - que l'on appelle le bourrage par le dessous de groupe - comprend un tronçon de traverses concernant globalement au moins cinq traverses disposées les unes derrière les autres, où, en procédant à une correction de la position en hauteur et latérale de la voie ferrée, on ne bourre seulement qu'un groupe, placé directement à l'avant d'une traverse médiane unique, de traverses et, simultanément, un groupe de traverses disposées directement à l'arrière de cette traverse médiane, et en ce que lors du processus opératoire subséquent - que l'on appelle le bourrage résiduel - la traverse médiane non bourrée, ayant été sautée lors du bourrage de groupe, de chaque tronçon de traverse est soumise à un bourrage.
  2. Procédé selon la revendication 1, caractérisé en ce qu'une correction de la position de la voie ferrée est exécutée seulement en liaison avec le bourrage par groupe.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que le groupe de bourrage pour une traverse (43) est abaissé en fonction de la distance parcourue par l'avancement de la machine, automatiquement, au-dessus de la traverse (22) en cours de bourrage, de façon centrée, et pour effectuer le processus de bourrage.
  4. Procédé selon l'une des revendications 1, 2 ou 3, caractérisé en ce que le bourrage résiduel est achevé automatiquement après atteinte d'une pression de bourrage présélectionnable.
  5. Machine à bourrage (4) pour bourrer simultanément une pluralité de traverses (22) d'une voie ferrée (2), constituée d'un cadre de machine (10) soutenu sur un mécanisme de déplacement ferroviaire (11), de deux groupes de bourrage multiple (18, 19) réalisés chacun pour bourrer simultanément au moins deux traverses (22) et disposés l'un derrière l'autre dans la direction longitudinale de la machine, d'un groupe de levage et de dressage de voie ferrée (27), ainsi que d'un système de référence (30) pour exécuter des corrections de position de voie ferrée, un espacement entre traverses (a) étant défini, à l'aide de l'espacement entre deux pointes de bourrage (20) voisines dans la direction longitudinale de la machine - se trouvant à leur position initiale pour procéder au bourrage - et pouvant être calés l'un par rapport à l'autre par un entraínement de calage (24), de chaque groupe de bourrage multiple (18, 19), caractérisée en ce que les deux pointes de bourrage (20), limitrophes dans la direction longitudinale de la machine, des deux groupes de bourrage multiple (18,1 19) sont espacées l'un de l'autre d'une distance correspondant à un espacement de traverse (a), et en ce qu'un premier groupe de levage et de dressage de voie ferrée (27) est disposé entre les deux groupes de bourrage multiple (18, 19) et un deuxième groupe de levage et de dressage de voie (27) est disposé directement à l'avant du groupe de bourrage multiple (19) placé à l'avant, dans la direction de travail, de la machine à bourrage (4), entre les deux groupes de bourrage multiple (18, 19) étant disposé un organe de palpage (29), monté de façon à pouvoir rouler et être réglé en hauteur sur la voie ferrée (2) par des roues de palpage (28), qui est relié par l'intermédiaire de sonde de mesure (31) à une ligne de référence (32) appartenant au système de référence (30).
  6. Machine à bourrage selon la revendication 5, caractérisée en ce que les deux groupes de bourrage multiple (18, 19) sont fixés sur un cadre de travail (14) s'étendant dans la direction longitudinale de la machine, qui prend appui, par son extrémité située à l'arrière dans la direction de travail, par l'intermédiaire d'un mécanisme de déplacement ferroviaire (15) directement sur la voie (2), et par son extrémité avant (16), par un entraínement de déplacement (66) de façon déplacable longitudinalement sur le cadre de machine (10) de la machine à bourrage (4).
  7. Machine à bourrage selon la revendication 6, caractérisée en ce que le cadre de travail (14) prend appui sur chacune des deux extrémités sur la voie (2) par l'intermédiaire d'un mécanisme de déplacement ferroviaire (15) (figure 4).
  8. Machine à bourrage selon l'une des revendications 1 à 7, caractérisée par une machine à bourrage additionnelle (5), pouvant être raccordée de façon articulée au cadre de machine (10) de la machine à bourrage (4), présentant un cadre de machine (39), susceptible d'être soutenu sur des mécanismes de déplacement ferroviaires (38), le cadre de machine (39) comportant un groupe de bourrage pour une traverse (43), réglable en hauteur, destiné à bourrer par le dessous une traverse (22) individuelle.
  9. Machine à bourrage selon la revendication 8, caractérisée en ce qu'à la machine à bourrage et à la machine à bourrage additionnelle (4,5) est chaque fois associé un entraínement de roulage (35, 54) propre, pour assurer une mobilité mutuellement indépendante, et en ce que les deux machines à bourrage (4, 5) sont susceptibles d'être reliées ensemble au moyen d'un dispositif d'accouplement (6), pour effectuer un déplacement haut-le-pied commun (figure 1).
  10. Machine à bourrage selon la revendication 8, caractérisée en ce que le cadre de machine (39) constituant la machine à bourrage additionnelle (6) est articulé, par l'intermédiaire d'une articulation (60), au cadre de machine (10), disposé devant, de la machine à bourrage (4) (figures 5 à 7).
  11. Machine à bourrage selon la revendication 10, caractérisée en ce que l'articulation (60) est réalisée de façon à être déplacable dans la direction longitudinale de la machine, au moyen d'un entraínement de déplacement (65) (figure 7).
  12. Machine à bourrage selon l'une des revendications 8 à 11, caractérisée en ce que le groupe de bourrage pour une traverse (43) de la machine à bourrage additionnelle (5) est monté de façon à être déplacable sur un guidage (61) relié au cadre de machine (39), s'étendant horizontalement et dans la direction longitudinale de la machine, et est relié à un entraínement de déplacement longitudinal (62) (figure 5).
  13. Machine à bourrage selon l'une des revendications 8 à 12, caractérisée en ce qu'un entraínement (47), destiné au réglage en hauteur du groupe de bourrage pour une traverse (43), et l'entraínement de déplacement longitudinal (62) pour une sollicitation automatique sont réalisés par un dispositif de commande (34), auquel est associé un capteur de déplacement (63) destiné à appréhender la distance parcourue par la machine à bourrage (4).
  14. Machine à bourrage selon l'une des revendications 5 à 13, caractérisée par un dispositif de marquage (36) destiné à identifier une traverse (22).
  15. Machine à bourrage selon la revendication 14, caractérisée en ce qu'au dispositif de marquage (36) est associé un palpeur de traverse (37), destiné à effectuer automatiquement un marquage de traverse (50).
  16. Machine à bourrage selon l'une des revendications 8 à 15, caractérisée en ce qu'à la machine à bourrage additionnelle (5) est associé un détecteur (49) destiné à appréhender de façon automatique un marquage de traverse (50) et à lancer un processus de bourrage.
  17. Machine à bourrage selon l'une des revendications 8 à 16, caractérisée en ce que le cadre de machine (39) de la machine à bourrage additionnelle (5) est limité par un plan de contour supérieur (40), dont l'espacement vis-à-vis de l'arête supérieure (41) de' rail, à une extrémité (42) - prévue pour le raccordement à la machine à bourrage (4) - du cadre de machine (39) est au plus de 3,5 mètres et, à l'extrémité opposée, au plus de 2 mètres.
  18. Machine à bourrage selon l'une des revendications 8 à 17, caractérisée en ce qu'une brosse de balayage (52), pouvant tourner au moyen d'un entraínement (51), est associée à l'extrémité, située à l'arrière dans la direction de travail, de la machine à bourrage additionnelle (5).
  19. Machine à bourrage selon l'une des revendications 17 ou 18, caractérisée en ce qu'entre les deux mécanismes de déplacement ferroviaires (38) de la machine à bourrage additionnelle (5) est prévu uniquement le groupe de bourrage pour une traverse (43) et une cabine de travail (44), la cabine de travail (44) et le groupe de bourrage pour une traverse (43) étant disposés au-dessous d'un tronçon (46), réalisé coudé vers le haut, du cadre de machine (39).
  20. Installation (1) pour bourrer par le dessous une voie (2) avec une machine à bourrage (4) selon la revendication 5, caractérisée par une machine à bourrage additionnelle (5) supplémentaire, déplacable de façon autonome avec un entraínement de roulage (54) propre, ayant un groupe de bourrage pour une traverse (43) réglable en hauteur par un entraínement (47), pour assurer le bourrage par au-dessous d'une traverse individuelle (22), les deux machines à bourrage (4, 5) étant susceptibles d'être reliées ensemble par l'intermédiaire d'un dispositif d'accouplement (6), pour effectuer un déplacement haut-le-pied commun.
EP96890013A 1995-03-07 1996-02-01 Machine à bourrage, assemblage et procédé de bourrage d'une voie ferrée Expired - Lifetime EP0731217B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT397/95 1995-03-07
AT39795 1995-03-07
AT39795 1995-03-07

Publications (2)

Publication Number Publication Date
EP0731217A1 EP0731217A1 (fr) 1996-09-11
EP0731217B1 true EP0731217B1 (fr) 2000-01-12

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US (1) US5619929A (fr)
EP (1) EP0731217B1 (fr)
JP (1) JP3921254B2 (fr)
CN (1) CN1100920C (fr)
AU (1) AU702621B2 (fr)
CA (1) CA2171171C (fr)
CZ (1) CZ285361B6 (fr)
DE (1) DE59604145D1 (fr)
ES (1) ES2143746T3 (fr)
PL (1) PL181368B1 (fr)
RU (1) RU2124088C1 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ286585B6 (cs) * 1996-01-12 2000-05-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M. B. H. Podbíječka koleje
US6125757A (en) * 1998-10-19 2000-10-03 Heidelberger Druckmaschinen Ag Method and apparatus for performing a flying printing plate change
AT3876U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Verfahren und maschine zur unterstopfung eines gleises
AT5705U3 (de) * 2002-07-04 2003-06-25 Plasser Bahnbaumasch Franz Stopfmaschine mit einem maschinen- und einem aggregatrahmen
AT413554B (de) * 2003-10-31 2006-03-15 Plasser Bahnbaumasch Franz Stopfmaschine zum unterstopfen eines gleises
AT500949B8 (de) * 2004-10-01 2007-02-15 Plasser Bahnbaumasch Franz Maschine zur durchführung einer gleislagekorrektur
CH706577B1 (de) * 2012-05-30 2015-12-31 Matisa Matériel Ind Sa Verfahren zur Unterstopfung eines Gleises und eine Stopfmaschine sowie ein Maschinenverband zur Durchführung des Verfahrens.
KR20210018211A (ko) 2018-04-03 2021-02-17 컨버전트 덴탈 인크 수술 응용을 위한 레이저 시스템
US11155135B2 (en) 2018-06-06 2021-10-26 Nordco Inc. Traction system for railcar movers

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT294168B (de) * 1964-11-30 1971-11-10 Plasser Bahnbaumasch Franz Fahrbare Gleisstopfmaschine und Verfahren zum Unterstopfen der Querschwellen eines Gleises
US3448692A (en) * 1964-11-30 1969-06-10 Plasser Bahnbaumasch Franz Track tamping method
DE1534078B2 (de) * 1964-12-31 1975-11-27 Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh, Wien Fahrbare Gleisstopf-, Nivellier- und Richtmaschine
AT321347B (de) * 1968-01-02 1975-03-25 Plasser Bahnbaumasch Franz Fahrbare Gleisstopfmaschine
AT313347B (de) * 1970-04-17 1974-02-11 Plasser Bahnbaumasch Franz Fahrbare Nivellier-Gleisstopfmaschine
AT345324B (de) * 1975-02-27 1978-09-11 Plasser Bahnbaumasch Franz Gleisstopfmaschine
AT346890B (de) * 1975-06-24 1978-11-27 Plasser Bahnbaumasch Franz Gleisverdicht- bzw. stopfmaschine
AT389132B (de) * 1987-09-04 1989-10-25 Plasser Bahnbaumasch Franz Kontinuierlich (non-stop) verfahrbare gleisbaumaschine
AT402307B (de) * 1993-01-27 1997-04-25 Plasser Bahnbaumasch Franz Maschinenanordnung zum unterstopfen eines gleises

Also Published As

Publication number Publication date
CA2171171C (fr) 2006-01-10
RU2124088C1 (ru) 1998-12-27
US5619929A (en) 1997-04-15
AU4589796A (en) 1996-09-19
CN1135003A (zh) 1996-11-06
CA2171171A1 (fr) 1996-09-08
PL181368B1 (pl) 2001-07-31
DE59604145D1 (de) 2000-02-17
CN1100920C (zh) 2003-02-05
JPH08246405A (ja) 1996-09-24
ES2143746T3 (es) 2000-05-16
EP0731217A1 (fr) 1996-09-11
PL313062A1 (en) 1996-09-16
AU702621B2 (en) 1999-02-25
CZ285361B6 (cs) 1999-07-14
CZ36296A3 (en) 1996-09-11
JP3921254B2 (ja) 2007-05-30

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