EP0811721A2 - Appareil de pose de voie ferrée - Google Patents

Appareil de pose de voie ferrée Download PDF

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Publication number
EP0811721A2
EP0811721A2 EP97890081A EP97890081A EP0811721A2 EP 0811721 A2 EP0811721 A2 EP 0811721A2 EP 97890081 A EP97890081 A EP 97890081A EP 97890081 A EP97890081 A EP 97890081A EP 0811721 A2 EP0811721 A2 EP 0811721A2
Authority
EP
European Patent Office
Prior art keywords
frame part
rail
machine
joint
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.)
Granted
Application number
EP97890081A
Other languages
German (de)
English (en)
Other versions
EP0811721B1 (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

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/05Transporting, laying, removing, or renewing both rails and sleepers

Definitions

  • the invention relates to a machine for the continuous laying of a track formed by rails and sleepers, with a machine frame consisting of two frame parts arranged one behind the other in the working direction in the machine longitudinal direction, connected by a joint and supported on rail bogies, the frame in the area of the joint above the first frame part positioned second frame part is designed to be relatively displaceable in the machine longitudinal direction and has a rail-independent running gear at the free end further distanced from the joint, and with a sleeper transport device for continuous transport of sleepers in the machine longitudinal direction, which has a crane vehicle that can be moved on the first frame part by means of a rail track .
  • Such a machine is already known from US Pat. No. 3,604,358 and is used for the continuous laying of sleepers on a track on a ballast bed (or alternatively also for picking up old sleepers if the machine is moved in the opposite direction).
  • the machine has a machine frame composed of two parts, one frame part of which is mounted on rail bogies. These roll on the rails of the track, which are raised in the area of a sleeper installation point to create work space and which are spread out on the newly installed sleepers in front of the machine's front rail carriage.
  • One end of the second frame part which also extends in the machine longitudinal direction, is articulated on the first frame part, while the other, free end is provided with a rail-independent running gear that rolls on the sleeveless ballast bed during work.
  • the connection of the two frame parts arranged one behind the other during use in the machine longitudinal direction takes place via a joint via which the second frame part is articulated to an intermediate frame, which in turn is mounted on the first frame part so as to be displaceable in the machine longitudinal direction by means of rollers.
  • Thresholds are transported to the workplace using a threshold transport device with a crane which can be moved on the first frame part and which transfers the sleepers in the region of the joint to a conveyor device.
  • the second frame part can be displaced relative to the first frame part in the machine longitudinal direction or partially drawn into the end region of the first frame part, which forms a transport carriage, the end section of the second frame part having the laying device protruding from the carriage in the machine longitudinal direction.
  • Another machine known according to US Pat. No. 5,357,867 likewise has two frame parts of a machine frame which are connected to one another by a hinge and are superimposed at the hinge point and are supported on rail bogies.
  • This machine is designed to lay a new track while dismantling the old track.
  • the frame part carrying the work units is equipped at its end distanced from the joint in addition to the rail undercarriage with a height-adjustable undercarriage that is independent of the rail and rolls between an old sleeper pick-up device and a new sleeper laying device on the exposed ballast bed.
  • a gantry crane that can be moved on the machine frame in the longitudinal direction of the machine is provided for the transport of sleepers in and out in cooperation with a longitudinal conveyor belt.
  • a height-adjustable auxiliary rail undercarriage serves to temporarily support one frame part in the area of the non-rail-mounted undercarriage after completion of the work.
  • US Pat. No. 4,979,247 describes a track renewal train, the machine frame of which consists of two frame parts which are adjustable relative to one another in the machine longitudinal direction.
  • One frame part is supported on rail bogies (or with one end on a crawler track during work), while the second frame part forms a laying unit which is loaded entirely onto the first frame part for the transfer journey.
  • one end of the second frame part rests on the first frame part and the free end rests on the newly laid track via a height-adjustable rail carriage.
  • the object of the invention is to create a machine of the type mentioned, which can be quickly converted from a transfer trip to work or in reverse order with a minimum of adjustment work.
  • This training enables a safe guiding of the second frame part for a quick transfer into the loading or working position by using an already existing roadway. Since only a minimum of additional equipment is required with the auxiliary rail undercarriage, the transport processes of rails and sleepers that take place between the two frame parts during operation are in no way influenced. This means that no adjustment or conversion work is required.
  • the machine 1 shown in FIGS. 1 and 2 has a machine frame 2 consisting of two frame parts 3 and 4 and is designed for the continuous laying of a track 7 formed by rails 5 and sleepers 6 in a working direction - indicated by an arrow 8.
  • the two frame parts 3, 4 are arranged one behind the other in the machine longitudinal direction during the work operation (shown here) and are connected to one another by a detachable joint 9.
  • the first frame part 3 which follows in the working direction and is only partially visible is supported on rail bogies 10 and forms a platform carriage 11 which is coupled to other trains of the same type to form a train set.
  • the second frame part 4 is mounted or positioned above the first frame part 3 in the region of the joint 9, while a rail-independent undercarriage 13 with a travel drive 14 is attached to the free end 12 of the second frame part 4, which is further distanced from the joint 9 is that can be rolled on an exposed ballast bed 15 of the track 7 and can be acted upon by a motor 16.
  • the machine 1 is equipped with a sleeper transport device 17 for the continuous transport of the sleepers 6 in the longitudinal direction of the machine, which essentially consists of a crane vehicle 18 and a conveyor belt 19.
  • a sleeper transport device 17 for the continuous transport of the sleepers 6 in the longitudinal direction of the machine, which essentially consists of a crane vehicle 18 and a conveyor belt 19.
  • This is arranged on the second frame part 4 running in the longitudinal direction of the machine and forms with its rear section 25 in the working direction a threshold transfer point 20 which is positioned above a frame plane 21 defined by the second frame part 4.
  • the front end of the conveyor belt 19 with respect to the transport direction is assigned to a sleeper installation device 22, which adjoins the area adjoining the rail-free running gear 13 of the second frame part 4 and is provided for depositing the sleepers 6 onto the ballast bed 15.
  • the crane vehicle 18 designed as a gantry crane has rollers 24 and can be moved on the machine 1 in the longitudinal direction thereof by means of a rail track 23 which extends along the first frame part 3 or the platform carriage 11 and also the carriages connected to it.
  • the second frame part 4 In its section 25 adjoining the joint 9 in the area of the threshold transfer point 20, the second frame part 4 is also equipped with a rail track 26 which, when the machine 1 is in the working position, runs at the same level as the rail track 23 of the first frame part 3 and with it by means of connecting pieces 27 can be connected without gaps. In this way, the crane vehicle 18 can be moved unhindered along the train set between (not shown) sleeper transport wagons and the sleeper transfer point 20.
  • rail transport devices 28 in the form of guide rollers 29 and a traction device 30, which are spaced apart from one another in the machine longitudinal direction, are provided, which serve for the continuous transport of the rails 5 in the machine longitudinal direction.
  • the individual rail sections are lashed to form a continuous long rail, which is pushed so far in the course of laying the track until there is a lug connection in the region of the end 12 of the second frame part 4.
  • the front rail section 45 is then lowered after loosening the bracket and connected by means of a bracket 46 to the free end of the rail 5, which is just placed on the newly laid sleepers 6.
  • height and side-adjustable rail guide means 31 are mounted on the second frame part 4 via drives 32.
  • a driving and working cabin 33 which is assigned to the sleeper laying device 22 or is provided for its observation, is arranged.
  • the second frame part 4 which is temporarily connected to the first frame part 3 via the joint 9 during work, is designed to be displaceable relative to the latter in the machine longitudinal direction and for this purpose has an auxiliary rail undercarriage 34 in the region of the joint 9, which essentially consists of two spaced apart from one another in the machine cross direction , There are certain flanged rollers 35 for rolling on the railroad track 23. These are fastened to the second frame part 4 of the machine frame 2 by means of swivel arms 36 so as to be pivotable about an axis 37 that runs horizontally and perpendicularly to the machine longitudinal direction and are connected to a swivel drive 38. Another drive 39 is used to adjust the flanged wheels 35 to each other in the cross-machine direction.
  • auxiliary rail bogies 40 and 41 are additionally provided, which are arranged on both sides of the rail-bound bogie 13 with respect to the machine longitudinal direction and are height-adjustable by means of drives 42.
  • the track width of these auxiliary rail bogies 40 and 41 corresponds to that of the rail bogies 10 and allows the second frame part 4 to be supported on the track 7.
  • the auxiliary rail bogie 40 is also assigned a travel drive 43.
  • the second frame part 4 is entirely on the platform carriage 11 formed by the first frame part 3 and is supported on the loading surface 44 of the platform carriage via the rail-independent chassis 13 while the opposite end of the frame part 4 is mounted on the rail track 23 by means of the lowered auxiliary rail undercarriage 34.
  • the auxiliary rail carriages 40 and 41 are raised to the non-operating position.
  • the place of use consists of a prepared trackless ballast bed 15 which connects to a track 7 that has already been laid and is used by machine 1.
  • the second frame part 4 is advanced in the working direction by loading the travel drive 14 until the Auxiliary rail undercarriage 41 protrudes over the end of the first frame part 3 or the platform carriage 11 (FIG. 4).
  • the second frame part 4 is supported on the track 7 in the immediate vicinity of the working area and, at the same time, the rail-independent undercarriage 13 is lifted off the loading area 44.
  • the rear end of the second frame part 4 is still supported on the rail track 23 via the auxiliary rail carriage 34. Subsequently - as can be seen in FIG.
  • the train set is set in motion in the direction opposite the arrow 8, as a result of which the platform carriage 11 is almost completely pulled out from under the stationary second frame part 4.
  • the auxiliary rail undercarriage 41 must be stationary on the track 7 by suitable means, such as a brake, while the auxiliary rail undercarriage 34 rolls on the railroad track 23.
  • the auxiliary rail undercarriage 40 is lowered onto the track 7 and then the auxiliary rail undercarriage 41 is raised to the non-operating position.
  • the second frame part 4 (in the case of a stationary platform carriage 11 or first frame part 3) is moved in the direction of the work station until the rail-independent running gear 13 is located above the trackless area of the ballast bed 15 (FIG. 6).
  • the overlapping sections of the two frame parts 3 and 4 are displaced relative to one another until they can be connected to one another by the joint 9. This is done by lowering the second frame part 4 onto the first frame part 3 by means of the pivoting drive 38 of the auxiliary rail undercarriage 34, by means of which the flange rollers 35 are pivoted up relative to the second frame part 4.
  • the loading of the second frame part 4 on the first frame part 3 after completion of the work is initiated by loosening the joint 9 and lowering the flanged wheels 35 of the auxiliary rail undercarriage 34 onto the rail track 23.
  • the other processes take place in the reverse order to the transfer to the working position described above.

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)
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
AT96796 1996-06-04
AT0096796A ATA96796A (de) 1996-06-04 1996-06-04 Maschine zum verlegen eines gleises

Publications (3)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1106734A2 (fr) 1999-12-07 2001-06-13 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour former une voie ferrée
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
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

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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 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
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
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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3604358A (en) * 1968-09-05 1971-09-14 Plasser Bahnbaumasch Franz Maintenance apparatus
US4207820A (en) * 1977-04-22 1980-06-17 Matisa Materiel Industriel S.A. Mobile apparatus for the renewal and for the construction of railway tracks
US4979247A (en) * 1988-08-18 1990-12-25 Les Fils D'auguste Scheuchzer S.A. Railroad track renewal train
US5357867A (en) * 1993-04-20 1994-10-25 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Machine for renewing or laying a railway track

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT359541B (de) * 1978-06-28 1980-11-10 Plasser Bahnbaumasch Franz Einrichtung zum auswechseln der schienen und schwellen eines gleises
IT1179729B (it) * 1984-07-10 1987-09-16 Enrico Valditerra Convoglio per il rinnovamento di strade ferrate
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3604358A (en) * 1968-09-05 1971-09-14 Plasser Bahnbaumasch Franz Maintenance apparatus
US4207820A (en) * 1977-04-22 1980-06-17 Matisa Materiel Industriel S.A. Mobile apparatus for the renewal and for the construction of railway tracks
US4979247A (en) * 1988-08-18 1990-12-25 Les Fils D'auguste Scheuchzer S.A. Railroad track renewal train
US5357867A (en) * 1993-04-20 1994-10-25 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Machine for renewing or laying a railway track

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1106734A2 (fr) 1999-12-07 2001-06-13 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour former une voie ferrée
EP1106734A3 (fr) * 1999-12-07 2003-01-08 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour former une voie ferrée
EP1614805A2 (fr) * 1999-12-07 2006-01-11 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour former une voie ferrée
EP1614805A3 (fr) * 1999-12-07 2006-07-26 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Procédé et dispositif pour former une voie ferrée
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
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

Also Published As

Publication number Publication date
CA2206742A1 (fr) 1997-12-04
ATE251693T1 (de) 2003-10-15
CA2206742C (fr) 2004-05-18
CZ164397A3 (en) 1997-12-17
CZ287153B6 (en) 2000-09-13
CN1102978C (zh) 2003-03-12
DE59710826D1 (de) 2003-11-13
CN1172187A (zh) 1998-02-04
ES2208865T3 (es) 2004-06-16
US5778794A (en) 1998-07-14
PL182972B1 (pl) 2002-05-31
ATA96796A (de) 1997-09-15
EP0811721B1 (fr) 2003-10-08
AU709022B2 (en) 1999-08-19
EP0811721A3 (fr) 2002-12-04
PL320300A1 (en) 1997-12-08
AU2466897A (en) 1997-12-11
RU2117721C1 (ru) 1998-08-20

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