EP0811721B1 - Appareil de pose de voie ferrée - Google Patents

Appareil de pose de voie ferrée Download PDF

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Publication number
EP0811721B1
EP0811721B1 EP97890081A EP97890081A EP0811721B1 EP 0811721 B1 EP0811721 B1 EP 0811721B1 EP 97890081 A EP97890081 A EP 97890081A EP 97890081 A EP97890081 A EP 97890081A EP 0811721 B1 EP0811721 B1 EP 0811721B1
Authority
EP
European Patent Office
Prior art keywords
frame part
machine
track
rail
longitudinal direction
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
EP97890081A
Other languages
German (de)
English (en)
Other versions
EP0811721A2 (fr
EP0811721A3 (fr
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
Priority to AT97890081T priority Critical patent/ATE251693T1/de
Publication of EP0811721A2 publication Critical patent/EP0811721A2/fr
Publication of EP0811721A3 publication Critical patent/EP0811721A3/fr
Application granted granted Critical
Publication of EP0811721B1 publication Critical patent/EP0811721B1/fr
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

Definitions

  • the invention relates to a machine for the continuous laying of a Tracks and sleepers formed track, with one out of two at work arranged in the machine longitudinal direction one behind the other, by a Jointed together and supported on rail bogies Frame parts existing machine frame, taking in the area of the joint Positioned on the first frame part second frame part to this is formed relatively displaceable in the machine longitudinal direction and on further distanced from the joint, free end a track unbound Has landing gear, as well as with a threshold transport device for a continuous transport of sleepers in machine longitudinal direction, the one movable on the first frame part on the basis of a rail track Crane vehicle has.
  • Such a machine is already known from US 3 604 358 and serves for continuously laying sleepers of a track on a ballast bed (or alternatively to record old thresholds, if the machine will move in the opposite direction).
  • the machine has a machine frame composed of two parts on, of which a frame part is mounted on rail bogies. These roll on the rails of the track, which are in the area of a sleeper-sleeper are raised to the creation of work space and the front of the foremost Rail chassis of the machine spread on the newly laid sleepers become.
  • the second, also extending in the machine longitudinal direction Frame part is with its one end on the first frame part articulated, while the other, free end with a working insert rolling on the sleeper-free ballast bed, unbound rail Suspension is provided.
  • the second frame part relative to first frame part to be moved in the machine longitudinal direction or in the front side region of the - forming a trolley - the first frame part partially retracted, wherein the laying device having end portion of the second frame part of the carriage in the machine longitudinal direction cantilevered.
  • Another, according to US 5,357,867 known machine also has two connected by a joint, one above the other at the hinge point mounted frame parts of a machine frame mounted on rail bogies are supported.
  • This machine is for laying a new track trained with simultaneous dismantling of the old track.
  • To this Purpose is the frame bearing the work units at his from the joint distanced end in addition to the rail chassis still with a height-adjustable, rail-mounted suspension fitted between an old threshold receiving device and a Neuschwellenablegevorraum unrolls on the exposed gravel bedding.
  • One on the machine frame movable in the machine direction gantry crane is for the transportation and removal of sleepers in cooperation with a Longitudinal conveyor belt provided.
  • a height-adjustable auxiliary rail chassis serves for temporary support of a frame part in the area of the trackless chassis after completion of the work assignment.
  • US 4 979 247 describes a track renewal train whose machine frame of two mutually adjustable in the machine longitudinal direction frame parts consists.
  • the one frame part is on rail chassis (or during the Work insert with one end supported on a crawler track), while the second frame part forms a laying unit, which is for the transfer drive is completely loaded on the first frame part.
  • the second frame part In the work assignment one end of the second frame part rests on the first frame part and the free end on a height adjustable rail undercarriage on the newly laid track.
  • the object of the invention is now to provide a machine of of the type mentioned above, with a minimum of adjustments quickly from a transfer drive into the work application or in the reverse order can be converted.
  • This training allows taking advantage of an already existing Roadway a secure guidance of the second frame part for a quick Transfer to the loading or working position.
  • auxiliary rail chassis only a minimum of additional equipment is required are the work between the two frame parts taking place Transport processes of rails and sleepers in no way affected. Thus, in this regard, no adjustments or retooling required.
  • the machine 1 shown in FIGS. 1 and 2 has one of two frame parts 3 and 4 existing machine frame 2 and is to continuous Laying a track formed from rails 5 and 6 sleepers 7 in a - indicated by an arrow 8 - working direction formed.
  • the two frame parts 3,4 are during the (shown here) labor input arranged in the machine longitudinal direction one behind the other and by a releasably trained joint 9 connected together.
  • the in working direction subsequent, only partially visible first frame part 3 is on rail chassis 10 supported and forms a platform truck 11, with other similar car is coupled to a train bandage.
  • the second Frame part 4 is in the illustrated working position in the region of the joint 9 mounted on the first frame part 3 or positioned above this while at the joint 9 further distanced, free end 12 of the second frame part 4 a rail unbound chassis 13 with a Traction drive 14 is attached, which is on an exposed gravel bed 15th of the track 7 unrolled and can be acted upon by a motor 16.
  • the machine 1 is provided with a threshold conveyor 17 for the continuous Transport of the sleepers 6 equipped in the machine longitudinal direction, consisting essentially of a crane vehicle 18 and a conveyor belt 19 composed.
  • a threshold conveyor 17 for the continuous Transport of the sleepers 6 equipped in the machine longitudinal direction, consisting essentially of a crane vehicle 18 and a conveyor belt 19 composed.
  • This is on the second frame part 4 in the machine longitudinal direction arranged and forms with his in Working direction rear section 25 a threshold transfer point 20, the above a frame plane defined by the second frame part 4 21 is positioned.
  • the front end of the transport direction with respect to the transport direction Conveyor belt 19 is associated with a threshold laying device 22, the itself in the adjoining the rail-mounted chassis 13 area of the second frame part 4 and for storing the sleepers 6 the ballast bed 15 is provided.
  • Trained as a gantry crane crane vehicle 18 has rollers 24 and is on the machine 1 in the longitudinal direction thereof by means of a railroad track 23 movable along the first frame part 3 and the Platform carriage 11 and also connected to this carriage extends.
  • the second frame part 4 is in its adjoining the joint 9 Section 25 in the area of the threshold transfer point 20 also with a rail track 26 equipped in the working position of the machine 1 at the same level as the rail carriageway 23 of the first frame part 3 runs and with this on the basis of connectors 27 without gaps is connectable. In this way, the crane vehicle 18 along the Wergins) threshold transport wagons and the threshold transfer point 20 are moved unhindered.
  • the threshold laying device 22 associated with or for their observation intended driving and working cabin 33 is arranged.
  • the - during use temporarily via the joint 9 with the second frame part 4 connected to the first frame part 3 is relative to designed to be displaceable in the machine longitudinal direction and has this in the region of the joint 9 on a Hilfsschienenfahrtechnik 34, which is substantially of two spaced apart in the cross-machine direction, for unrolling on the railroad track 23 certain flange wheels 35th consists. These are about pivot arms 36 to a horizontal and vertical extending to the machine longitudinal axis 37 pivotable on the second Fixed frame part 4 of the machine frame 2 and with a pivoting drive 38 connected. Another drive 39 is used for adjustment the flange wheels 35 to each other in the cross-machine direction.
  • auxiliary rail chassis 40 and 41 are additionally provided with respect to the machine longitudinal direction arranged on both sides of the rail unbound chassis 13 and based are designed by drives 42 height adjustable.
  • the gauge of this Auxiliary rail trolleys 40 and 41 corresponds to that of the rail bogies 10 and allows the supporting of the second frame part 4 on the track 7.
  • the auxiliary rail chassis 40 is also assigned a drive 43.
  • the machine 1 is located during the transfer travel to the work of the second frame part 4 entirely on the by the first Frame part 3 formed platform carriage 11 and rests on the rail-unbound chassis 13 on a bed 44 of the platform car while the opposite end of the frame part 4 means of the lowered auxiliary rail chassis 34 on the rail track 23rd is stored.
  • the auxiliary rail trolleys 40 and 41 are in the inoperative position lifted.
  • the location is made up a prepared trackless ballast bed 15 which is adjacent to an already laid followed by the machine 1 track 7 connects.
  • the second frame part 4 by applying of the traction drive 14 advanced in the working direction until the Hilfsschienenfahrtechnik 41 over the end of the first frame part 3 and of the platform carriage 11 protrudes (Fig. 4).
  • the second frame part 4 supported the track 7 in the immediate vicinity of the work area and at the same time the rail unbound chassis 13 of the loading area 44th lifted.
  • the rear end of the second frame part 4 continues to support via the auxiliary rail chassis 34 on the railroad track 23 from. Subsequently becomes - as can be seen in Fig. 5 - the Switzerlands claimed in the arrow 8 opposite direction set in motion, causing the platform car 11 almost entirely under the stationary remaining second Frame part 4 is pulled out.
  • the auxiliary rail chassis 41 must this by suitable means, e.g. a brake on the track 7 stationary be blocked while the auxiliary rail chassis 34 on the railroad 23 rolls off.
  • the free end 12 of the second frame part becomes 4 by raising the auxiliary rail chassis 40 on the ballast bed 15 lowered and on this basis of the rail-bound chassis 13 supported.
  • the railways 23 and 26 are by means of the connecting pieces 27 together to a continuous roadway connected.
  • Laying the sleepers 6 and rails 5 on the ballast bedding 15 can now begin.
  • the loading of the second frame part 4 on the first frame part. 3 after completion of the work is by loosening the joint 9 and lowering the flange wheels 35 of the auxiliary rail chassis 34 the railroad track 23 initiated.
  • the other processes are running in comparison to the above described transfer to the working position in analogy in reverse order.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Electric Cable Installation (AREA)
  • Motor Or Generator Frames (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Soil Working Implements (AREA)

Claims (10)

  1. Machine pour la pose en continu d'une voie ferrée formée de rails et de traverses avec un châssis de machine (2) se composant de deux parties de châssis (3,4) disposées l'un à la suite de l'autre dans le sens longitudinal de la machine en train de travailler, reliées l'une à l'autre via une articulation (9) et supportées par des boggies (10), où la deuxième partie de châssis (4) positionnée au-dessus de la première partie de châssis (3) dans la zone de l'articulation (9) est conçue de manière à pouvoir coulisser par rapport à la première partie, dans le sens longitudinal de la machine et présente, au niveau de l'extrémité libre (12) plus éloignée de l'articulation (9), un mécanisme d'avancement indépendant des rails (13) ainsi qu'un dispositif de transport des traverses (17) pour le transport en continu des traverses (6) dans le sens longitudinal de la machine et disposant d'une grue mobile (18) pouvant se déplacer sur la première partie de châssis (3) grâce à un chemin de roulement sur rails (23), caractérisée en ce l'articulation (9) a été conçue pour pouvoir être détachée et qu'un boggie auxiliaire (34) pouvant rouler sur le chemin de roulement sur rails (23) de la première partie de châssis (3) grâce à un entraínement (38) réglable en hauteur est associé à la deuxième partie de châssis (4) dans la zone de l'articulation (9).
  2. Machine selon la revendication 1, caractérisée en ce que, des deux côtés du mécanisme d'avancement indépendant des rails (13), dans le sens longitudinal de la machine, un autre boggie auxiliaire (40, 41) réglable en hauteur est relié à la deuxième partie de châssis (4) et est conçu pour rouler sur les rails (5) de la voie ferrée (7).
  3. Machine selon la revendication 1 ou 2, caractérisée en ce que le boggie auxiliaire (34) positionné dans la zone de l'articulation (9) est fixé à la deuxième partie de châssis (4) de manière pivotante autour d'un essieu (37) se déplaçant verticalement et horizontalement par rapport au sens longitudinal de la machine et est relié à l'entraínement (38) conçu en tant qu'entraínement pivotant.
  4. Machine selon la revendication 1, 2 ou 3, caractérisé en ce qu'un entraínement d'avance (43) est associé à au moins un boggie auxiliaire (40).
  5. Machine selon l'une quelconque des revendications 1 à 4, caractérisée en ce que la deuxième partie de châssis (4) présente un chemin de roulement sur rails (26) dans son tronçon (25) aboutissant à l'articulation (9), lequel chemin de roulement est conçu, la machine étant en fonctionnement (1), comme la prolongation du chemin de roulement sur rails (23) associé à la première partie de châssis (3), afin de permettre le déplacement de la grue mobile (18).
  6. Machine selon l'une quelconque des revendications 1 à 5, caractérisée en ce que le dispositif de transport des traverses (17) est constitué, dans la zone de la deuxième partie de châssis (4), par un convoyeur à bande (19) se déplaçant dans le sens longitudinal de la machine.
  7. Machine selon la revendication 6, caractérisée en ce que le convoyeur à bande (19) constituant le dispositif de transport des traverses (17) au niveau de la deuxième partie de châssis (4) est aménagé pour former un poste de transfert de traverses (20) dans la zone du chemin de roulement sur rails (26), au-dessus d'un plan de châssis horizontal (21) formé par la deuxième partie de châssis (4).
  8. Machine selon l'une quelconque des revendications 1 à 7, caractérisée en ce que la deuxième partie de châssis (4) présente, dans la zone du mécanisme d'avancement indépendant des rails (13), un dispositif de pose des traverses (22) pour déposer des traverses (6) sur un lit de ballast (15), le dispositif de pose des traverses (22) étant associé à une extrémité, située à l'avant dans le sens du transport, du convoyeur à bande (19) du dispositif de transport des traverses (17).
  9. Machine selon l'une quelconque des revendications 1 à 8, caractérisée en ce que la première et la deuxième parties de châssis (3,4) sont chacune associées à des dispositifs de transport des rails (28) pour un transport continu des rails (5) dans le sens longitudinal de la machine.
  10. Machine selon l'une quelconque des revendications 1 à 9, caractérisée en ce qu'une cabine de pilotage et de commande (33) est disposée au niveau de l'extrémité (12) de la deuxième partie de châssis (4) qui est la plus éloignée de l'articulation (9).
EP97890081A 1996-06-04 1997-04-30 Appareil de pose de voie ferrée Expired - Lifetime EP0811721B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT97890081T ATE251693T1 (de) 1996-06-04 1997-04-30 Maschine zum verlegen eines gleises

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT967/96 1996-06-04
AT0096796A ATA96796A (de) 1996-06-04 1996-06-04 Maschine zum verlegen eines gleises
AT96796 1996-06-04

Publications (3)

Publication Number Publication Date
EP0811721A2 EP0811721A2 (fr) 1997-12-10
EP0811721A3 EP0811721A3 (fr) 2002-12-04
EP0811721B1 true EP0811721B1 (fr) 2003-10-08

Family

ID=3503931

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97890081A Expired - Lifetime EP0811721B1 (fr) 1996-06-04 1997-04-30 Appareil de pose de voie ferrée

Country Status (11)

Country Link
US (1) US5778794A (fr)
EP (1) EP0811721B1 (fr)
CN (1) CN1102978C (fr)
AT (2) ATA96796A (fr)
AU (1) AU709022B2 (fr)
CA (1) CA2206742C (fr)
CZ (1) CZ287153B6 (fr)
DE (1) DE59710826D1 (fr)
ES (1) ES2208865T3 (fr)
PL (1) PL182972B1 (fr)
RU (1) RU2117721C1 (fr)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE393261T1 (de) 1999-12-07 2008-05-15 Plasser Bahnbaumasch Franz Verfahren zur verlegung eines gleises
AT3919U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zum abbau eines alten und verlegen eines neuen gleises
AT6158U3 (de) * 2003-01-29 2004-03-25 Plasser Bahnbaumasch Franz Maschine zur behandlung eines gleises
DE20312567U1 (de) * 2003-08-13 2003-11-06 Eichholz GmbH & Co. KG, 97922 Lauda-Königshofen Vorrichtung zum Transport von für eine feste Fahrbahn bestimmten, vormontierten Weichen
AT505403B1 (de) * 2007-06-19 2009-01-15 Plasser Bahnbaumasch Franz Maschine zur aufnahme und lagerung von kleineisen eines gleises sowie verfahren
CN103015277A (zh) * 2012-12-21 2013-04-03 中铁科工集团有限公司 一种长钢轨铺轨机组
CN103469705B (zh) * 2013-04-22 2015-08-12 中铁二十二局集团第二工程有限公司 轨排铺轨机及其铺轨方法
CN103938508B (zh) * 2014-02-26 2016-08-31 中铁上海工程局集团有限公司 一种铺轨机整机长途运输装卸方法
CN103938509A (zh) * 2014-04-11 2014-07-23 山东莱钢建设有限公司 一种中低速磁浮轨道用轨排铺设设备
AT519220B1 (de) * 2016-11-04 2018-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Schienenfahrzeug mit Kranschienen für einen Portalkran
CN109722959A (zh) * 2018-11-30 2019-05-07 河南工程学院 一种矿山运输轨道铺设设备及其施工方法
RU190434U1 (ru) * 2019-04-08 2019-07-01 Общество с ограниченной ответственностью "Конструкторское Бюро "Тулажелдормаш" (ООО "КБ "Тулажелдормаш") Машина для смены рельсовых плетей
RU2711455C2 (ru) * 2019-04-08 2020-01-17 Общество с ограниченной ответственностью "Конструкторское Бюро "Тулажелдормаш" (ООО "КБ "Тулажелдормаш") Способ смены рельсовых плетей

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT308796B (de) * 1968-09-05 1973-07-25 Plasser Bahnbaumasch Franz Fahrbare Einrichtung zur Erneuerung eines Gleises
CH600046A5 (fr) * 1977-04-22 1978-06-15 Matisa Materiel Ind Sa
AT359541B (de) * 1978-06-28 1980-11-10 Plasser Bahnbaumasch Franz Einrichtung zum auswechseln der schienen und schwellen eines gleises
IT1179730B (it) * 1984-07-10 1987-09-16 Enrico Valditerra Convoglio per il rinnovamento di strade ferrate con mezzi di sostegno e di guida dell avanzamento
IT1179729B (it) * 1984-07-10 1987-09-16 Enrico Valditerra Convoglio per il rinnovamento di strade ferrate
DE3876990D1 (de) * 1988-08-18 1993-02-04 Scheuchzer Sa Zug zur erneuerung eines eisenbahngleises.
DE9305927U1 (de) * 1993-04-20 1994-05-26 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H., Wien Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises

Also Published As

Publication number Publication date
CN1172187A (zh) 1998-02-04
PL182972B1 (pl) 2002-05-31
CA2206742A1 (fr) 1997-12-04
RU2117721C1 (ru) 1998-08-20
CN1102978C (zh) 2003-03-12
CZ164397A3 (en) 1997-12-17
CZ287153B6 (en) 2000-09-13
CA2206742C (fr) 2004-05-18
ES2208865T3 (es) 2004-06-16
ATE251693T1 (de) 2003-10-15
DE59710826D1 (de) 2003-11-13
EP0811721A2 (fr) 1997-12-10
US5778794A (en) 1998-07-14
EP0811721A3 (fr) 2002-12-04
AU2466897A (en) 1997-12-11
PL320300A1 (en) 1997-12-08
ATA96796A (de) 1997-09-15
AU709022B2 (en) 1999-08-19

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