EP0621371B1 - Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises - Google Patents

Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises Download PDF

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Publication number
EP0621371B1
EP0621371B1 EP93890132A EP93890132A EP0621371B1 EP 0621371 B1 EP0621371 B1 EP 0621371B1 EP 93890132 A EP93890132 A EP 93890132A EP 93890132 A EP93890132 A EP 93890132A EP 0621371 B1 EP0621371 B1 EP 0621371B1
Authority
EP
European Patent Office
Prior art keywords
track
machine
undercarriage
machine frame
frame
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
EP93890132A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0621371A3 (de
EP0621371A2 (de
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 EP0621371A2 publication Critical patent/EP0621371A2/de
Publication of EP0621371A3 publication Critical patent/EP0621371A3/de
Application granted granted Critical
Publication of EP0621371B1 publication Critical patent/EP0621371B1/de
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 renewing or laying a railroad track, with an end frame supported on running gears, on which an old sleeper pick-up device, a new sleeper storage device, a height-adjustable ballast leveling device located between them and guide devices for old or new rails are provided, at one end of the machine frame are arranged both a rail undercarriage and a track-independent undercarriage that is adjustable in height to the machine frame.
  • Such a machine is already known from US Pat. No. 4,184,431, which can be used both for laying a new railroad track and for renewing an old track.
  • the machine has a bridge-shaped machine frame supported at the end on rail running gear and is coupled at its rear end with respect to the working direction, which is the same for both types of use, with sleeper transport carriages to form a train set.
  • a track-independent crawler undercarriage is connected to the machine frame in a height-adjustable manner and is steerable in the lowered position.
  • the work units for the sleeper pick-up and storage are arranged behind the crawler track on a support frame that can be pivoted vertically to the machine frame, the height of the old sleeper pick-up device and the ballast leveling device being adjustable in addition to the support frame.
  • the known machine drives - with the crawler track raised - with the front track bogie on the old track, while the rear track bogie is already rolling on the new track.
  • the replacement of the old sleepers and rails and the leveling of the ballast bed surface takes place between the rail carriages while the machine is moving forward continuously, whereby a gantry crane is provided for the transport in and out of the new and old sleepers.
  • the crawler track is lowered and thereby the front end of the machine frame together with the rail carriage is raised, so that the machine rolls over the crawler track on the ballast.
  • the rear rail running gear again travels on the track newly laid between the running gears by means of the working units, but the old sleeper receiving device and the ballast leveling device remain in a raised non-operating position. Since the new or also the old rails have to be spread to the final track width in the relatively limited area between the new sleeper storage device and the rear rail running gear, the rails are exposed to rather high, possibly no longer permissible bending loads.
  • the middle chassis in the area of the frame joint is not in engagement with the track; the machine frame is supported here by an auxiliary running gear on the new rails on the side next to the old track.
  • this machine In the event of a new track being laid, this machine is moved in the opposite direction, ie with the cab in the working direction at the front, this front machine end rolling over the previously prepared new rail via an auxiliary running gear.
  • a device arranged behind the auxiliary running gear relocates the new sleepers, while the other working units arranged in the area of the frame joint are now out of operation and the rear running gear runs on the newly laid track.
  • CH 680 865 A5 a method is known by means of which a machine for renewing a track or a so-called track conversion train is converted into a machine for laying a new track.
  • the rail undercarriage lying on the new track and rolling backwards while working on the track is supported or supported on a caterpillar undercarriage with its own drive, which moves on the ballast bed when the new track is laid in the construction site and the machine is now in the drives in the opposite direction.
  • the various work units for rail or sleeper replacement are partly taken out of operation and partly adapted for use in laying the track in the other direction.
  • the object of the present invention is to create a machine of the type mentioned, which can be used without restriction with a minimum of retrofitting work and advantageous use of the track-independent running gear for both possible uses, both for relocating a track and for converting the track.
  • the track-independent running gear is designed to be detachable from the machine frame by means of a first coupling, and a second coupling is provided in the region of the rail running gear, which is also detachable from the machine frame, for connecting the non-track running gear to the machine frame.
  • the machine in which the track-independent running gear can be used both when relocating and when remodeling the track, can be used quickly and easily both for laying a new track and for converting an old track. All that is required is the removal of the rail chassis located at the end and the displacement of the track-independent chassis from the first to the second coupling.
  • the long rail bending area and also the new sleeper storage device can be maintained or used without restriction in both possible uses.
  • the design according to claim 3 allows the machine to be optimally moved during work, in which the crawler track can be rolled off easily and safely on any bedding surface.
  • Claims 4 and 5 describe a preferred further development which, with a structurally simple and reliable design, enables the track-independent running gear to be moved quickly and with a minimum of work from the first to the second coupling and vice versa.
  • the embodiment according to claim 6 proves to be advantageous, by means of which the stability of the support of the track-independent running gear in the machine longitudinal direction can be significantly increased.
  • the variant according to claim 9 proves to be particularly advantageous when using the machine for track renewal and increases the work output of the machine, while the embodiment according to claim 10 offers the possibility of compacting the sleeper support areas before the new sleeper storage in a simple manner using the caterpillar tracks.
  • FIG. 1 shows a machine 1 for renewing or laying a railroad track, which is shown here in use during track renewal, also called track renewal, in a working direction indicated by an arrow 2.
  • the machine has an elongated machine frame 3, which is provided with a rail carriage 4 at each of its two longitudinal ends.
  • Another, track-free running gear 5 is arranged between them at the rear end of the machine frame 3 with respect to the working direction and is height-adjustable via drives 6.
  • the machine frame 3 is further equipped with an old sleeper pick-up device 7, a ballast clearing device 8 following this in the working direction, height-adjustable ballast clearing device 9, and a new sleeper storage device 10, this between the rail chassis 4 attached to the rear end of the machine frame and the tracked crawler chassis adjacent to it in the machine longitudinal direction 11 trained track-free running gear 5 is provided.
  • Guide devices 12, 13 for old rails 14 and new rails 15 are arranged on each long side of the machine frame 3, which is also provided with a the end cabin 16 and a work cabin 17 located approximately in the longitudinal center in the area of the old threshold receiving device 7.
  • the drive car 19 shows a drive carriage 19 which can be moved on the old rails 14 via rail carriages 18 and on which the end of the machine frame 3 of the machine 1, which is opposite the driving cabin 16, is supported so as to be pivotable and adjustable in height about a vertical axis 20 during use.
  • the drive car 19 is provided with a central power source 21 and a hydraulic unit 22 for supplying energy to all drives of the machine 1, and is coupled at its other front end in the working direction to another trailer-like work vehicle 23.
  • This has a height-adjustable small iron collecting device 24 and two water tanks 25, which are connected to spray nozzles 26 located on the drive car 19.
  • the front end of the work vehicle 23 is connected to a number of sleeper transport carriages 27 (not shown), a gantry crane 28 rolling on a running rail 29 extending continuously from the transport carriages 27 to the machine 1 and layered old sleepers 30 or new sleepers 31 from who transported to the conversion site.
  • the track-independent undercarriage 5 is detachably connected to the machine frame 3 by a first coupling 32, and the end-side rail undercarriage 4 located under the driving cabin 16 is also detachable from the machine frame 3.
  • a second coupling 33 is provided, by means of which the track-independent undercarriage 5 can be connected to the machine frame 3 at the location of the - previously disassembled - rail undercarriage 4.
  • This exchange of the trolleys 4 and 5 takes place with the aid of an auxiliary trolley 34 which is height-adjustable to the machine frame 3 via a drive 48 and which is assigned to the track-independent trolley 5 and on which the machine 1 is supported during the implementation of the trolleys.
  • Fig. 3 the machine 1 can be seen after the removal of the rail carriage 4 at the end and implementation of the track-independent carriage 5 from the first coupling 32 to the second coupling 33. Converted in this way, the machine is used to relocate a track. This work is carried out in the direction of work indicated by an arrow 35, which is opposite to that of the track renewal.
  • the crawler undercarriage 11 forming the track-independent undercarriage 5 is formed from two caterpillar tracks 36 spaced apart from one another in the cross-machine direction and running parallel to one another.
  • the crawler track 11 has a bracket 37 arranged centrally between these caterpillar tracks 36, the upper side of which is formed by a horizontal plate 38 with a centering pin 39 fastened in the middle thereof.
  • a bearing intermediate piece 40 in the form of a vertical column 41 is detachably connected to the machine frame 3 at its upper end in a bushing 53 by a flange connection 54 and has an opening 43 at its lower end for receiving or introducing the centering pin 39 and another Flange connection 57 for detachable connection to the bearing intermediate piece 40.
  • two securing supports 44 are provided, which are articulated on the one hand on the bracket 37 and on the other hand on the machine frame 3 and run at an approximately 45 degree angle to the track plane.
  • the two crawler tracks 36 are spaced apart from one another by about 900 mm and equipped with a travel drive 45 which can be acted upon in both directions of rotation.
  • a hydraulic coupling 46 is provided in the region of the second coupling 33 for connecting the hydraulic lines 47 of the track-independent running gear 5, a corresponding hydraulic coupling 42 also being arranged in the region of the first coupling 32.
  • the machine 1 is moved over the two rail bogies 4 to the track construction site, whereupon the rail bogie 4 arranged at the end of the machine frame 3 opposite the driving cabin 16 - with the support of the machine frame end on the drive carriage 19 - is lifted off the track and in this way the working area below the Machine frame 3 is extended.
  • the rear end of the machine frame 3 is supported on the ballast bed in by the drives 6 the conversion gap lowered track-free undercarriage 5, while the adjacent rail undercarriage 4 is thereby pushed up together with the end of the machine frame and is not in use.
  • the rail fastening means are now removed and picked up using the small iron collecting device 24.
  • the spray nozzles 26 are also used to combat dust.
  • the old rails 14 are lifted from the old sleepers 30 by means of the guide devices 12 and each is spread out to the side, after which the old sleepers 30 are removed with the old sleepers receiving device 7 and transported away to the front.
  • the surface of the ballast bedding is leveled and brought to the desired cross-sectional profile on which the subsequent crawler track 11 rolls using the ballast clearing device 8 and an associated discharge conveyor belt 49 running in the cross-machine direction and the ballast leveling device 9 following in the working direction.
  • the new sleepers 31 are used to move the new sleepers 31 brought up by the portal crane 28.
  • the guide device 13 arranged at the end of the machine frame serves to spread out the new rails 15, which are now automatically and automatically - with a very long bending area - optimally gentle bending behind the machine 1 onto the new sleepers 31.
  • the conversion of the crawler track 11 for the use of the machine 1 to relocate a track is expediently carried out on a switch nearest the track construction site or in an adjacent station area.
  • the auxiliary undercarriage 34 is lowered onto the track.
  • the drives 6 of the crawler chassis 11 are released from the bracket 37 and likewise the hydraulic lines 47 from a hydraulic clutch 56.
  • a further lowering of the auxiliary undercarriage 34 finally raises the machine frame 3 and thus releases it from the end-side rail undercarriage 4 and the crawler undercarriage 11.
  • the entire machine 1 is moved by a travel drive 55 in the direction shown by the arrow 2 until the Console 37 of the crawler chassis 11 comes to lie below the socket 53.
  • the bearing intermediate piece 40 is then fixed on the machine frame 3 with the aid of the flange connection 54. With the aid of the second flange connection 57 is finally a connection of the bearing intermediate piece 40 to the crawler track 11.
  • the insertion of the centering pin 39 can be expediently facilitated by a slight height adjustment of the auxiliary undercarriage 34.
  • the machine 1 is then backed up on the auxiliary undercarriage 34 and with the crawler undercarriage 11 raised from the branch track on which the detached track undercarriage 4 is now located, and then moved to the construction site on the main track (arrow 35).
  • the auxiliary undercarriage 34 is raised to a non-operating position, whereby the crawler track 11 is lowered in parallel to the ballast bed.
  • the ballast clearing device 8 and the ballast leveling device 9 are also in a non-operating position.
  • the machine 1 is continuously moved forward in the working direction shown by the arrow 35 with the new sleepers 31 using the new sleepers storage device 10.
  • the new rails 15 upstream on the construction site are spread and deposited on the sleepers using the guide devices 13 immediately after the sleepers storage area .
  • the rail carriage 18 of the drive car 19 can already be rolled off on the newly laid track.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Harvesting Machines For Root Crops (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
EP93890132A 1993-04-20 1993-06-30 Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises Expired - Lifetime EP0621371B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9305927U DE9305927U1 (de) 1993-04-20 1993-04-20 Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises
DE9305927U 1993-04-20

Publications (3)

Publication Number Publication Date
EP0621371A2 EP0621371A2 (de) 1994-10-26
EP0621371A3 EP0621371A3 (de) 1995-04-05
EP0621371B1 true EP0621371B1 (de) 1997-05-14

Family

ID=6892245

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93890132A Expired - Lifetime EP0621371B1 (de) 1993-04-20 1993-06-30 Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises

Country Status (15)

Country Link
US (1) US5357867A (es)
EP (1) EP0621371B1 (es)
JP (1) JP3142688B2 (es)
CN (1) CN1050872C (es)
AT (1) ATE153091T1 (es)
AU (1) AU661157B2 (es)
CA (1) CA2098351C (es)
CZ (1) CZ279143B6 (es)
DE (2) DE9305927U1 (es)
ES (1) ES2105202T3 (es)
HU (1) HU214173B (es)
PL (1) PL171338B1 (es)
RU (1) RU2062313C1 (es)
SK (1) SK279156B6 (es)
UA (1) UA27756C2 (es)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1162312A1 (de) 2000-06-09 2001-12-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Maschine zur Erneuerung eines Gleises
EP1162311A3 (de) * 2000-06-09 2003-04-02 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Maschine und Verfahren zum Entfernen eines Altgleises und zur Verlegung eines Neugleises

Families Citing this family (25)

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Publication number Priority date Publication date Assignee Title
US5528991A (en) * 1995-06-30 1996-06-25 Huber; Friedrich Apparatus and associated methods of laying track
US5664498A (en) * 1995-10-31 1997-09-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track renewal machgine
FR2741640B1 (fr) * 1995-11-27 1997-12-26 Sud Ouest Travaux Procede de renouvellement de voies ferrees
ATA96796A (de) * 1996-06-04 1997-09-15 Plasser Bahnbaumasch Franz Maschine zum verlegen eines gleises
CA2251717A1 (en) * 1997-12-11 1999-06-11 Harsco Corporation Rail vehicle for tie loading and unloading
US6089162A (en) * 1997-12-11 2000-07-18 Harsco Technologies Corporation Rail vehicle for tie loading and unloading
ES2270573T3 (es) 1999-01-25 2007-04-01 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Maquina para el tendido continuo de traviesas nuevas.
AT3919U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zum abbau eines alten und verlegen eines neuen gleises
AT4764U3 (de) * 2001-07-10 2002-05-27 Plasser Bahnbaumasch Franz Gleisbaumaschine
AT4857U3 (de) * 2001-09-21 2002-06-25 Plasser Bahnbaumasch Franz Maschine zum entfernen von schwellen eines gleises
AT5708U3 (de) 2002-07-17 2003-09-25 Plasser Bahnbaumasch Franz Maschine zur aufnahme von schwellen eines gleises
US7350467B2 (en) 2004-08-20 2008-04-01 Loram Maintenance Of Way, Inc. Long rail pick-up and delivery system
AT504517B1 (de) * 2007-04-12 2008-06-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur absenkung eines gleises
AT505403B1 (de) * 2007-06-19 2009-01-15 Plasser Bahnbaumasch Franz Maschine zur aufnahme und lagerung von kleineisen eines gleises sowie verfahren
CH700126B1 (de) 2008-12-16 2013-01-31 Matisa Materiel Ind Sa Maschine und Verfahren zum Erneuern eines Gleises.
DE102009039230A1 (de) * 2009-08-28 2011-03-17 Zürcher, Ralf Verfahren zum Erstellen eines Gleiskörpers
US9121140B2 (en) 2011-02-09 2015-09-01 Robert B. Conner, Jr. Low profile material handling system
DE102012019362A1 (de) 2012-10-02 2014-04-03 Zürcher Holding GmbH Arbeitswagen für den Gleisbau bei Bahnstrecken
CN104452498A (zh) * 2013-09-25 2015-03-25 株洲旭阳机电科技开发有限公司 一种钢轨快速换轨方法
AT15116U1 (de) * 2015-10-30 2017-01-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Erneuerung von Schwellen eines Gleises
CN106283985A (zh) * 2016-08-31 2017-01-04 昆明学院 一种转枕及推拉轨枕机电液一体化装置
CN108221513B (zh) * 2017-12-26 2019-04-02 常州市瑞泰工程机械有限公司 一种道岔钢轨施工运输机械
CN113186763B (zh) * 2021-05-12 2023-07-25 郑州铁路职业技术学院 一种轨道交通工程建设轨道铺设装置
AT526696A1 (de) 2022-10-25 2024-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Schotterräumvorrichtung und Verfahren für eine Gleisbaumaschine
DE102022128184A1 (de) * 2022-10-25 2024-04-25 K & K Maschinenentwicklungs Gmbh & Co. Kg System zum gleisgebundenen Transport von Gegenständen

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AT308797B (de) * 1970-06-01 1973-07-25 Plasser Bahnbaumasch Franz Fahrbare Einrichtung zum Verlegen und/oder Aufnehmen von Querschwellen eines Gleises
AT345878B (de) * 1975-07-11 1978-10-10 Plasser Bahnbaumasch Franz Verfahren und vorrichtung zum abschnittsweisen auswechseln eines gleises
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AT340985B (de) * 1976-02-02 1978-01-10 Plasser Bahnbaumasch Franz Einrichtung zum verlegen oder abschnittsweisen auswechseln eines gleises
CH616472A5 (es) * 1976-05-31 1980-03-31 Plasser Bahnbaumasch Franz
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AT362812B (de) * 1978-11-16 1981-06-25 Plasser Bahnbaumasch Franz Fahrbare einrichtung zum aufnehmen und bzw. oder verlegen von gleisweichen oder -kreuzungen
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AT379176B (de) * 1981-12-22 1985-11-25 Plasser Bahnbaumasch Franz Fahrbare anlage und verfahren zur kontinuierlich fortschreitenden sanierung des gleisunterbaues
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CH680865A5 (es) * 1989-09-26 1992-11-30 Matisa Materiel Ind Sa
AT400339B (de) * 1991-09-10 1995-12-27 Plasser Bahnbaumasch Franz Maschinenanordnung zur erneuerung eines gleises

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1162312A1 (de) 2000-06-09 2001-12-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Maschine zur Erneuerung eines Gleises
EP1162311A3 (de) * 2000-06-09 2003-04-02 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Maschine und Verfahren zum Entfernen eines Altgleises und zur Verlegung eines Neugleises

Also Published As

Publication number Publication date
JPH06306805A (ja) 1994-11-01
ATE153091T1 (de) 1997-05-15
HU9301680D0 (en) 1993-09-28
PL171338B1 (pl) 1997-04-30
CN1050872C (zh) 2000-03-29
AU661157B2 (en) 1995-07-13
RU2062313C1 (ru) 1996-06-20
UA27756C2 (uk) 2000-10-16
DE59306454D1 (de) 1997-06-19
EP0621371A3 (de) 1995-04-05
EP0621371A2 (de) 1994-10-26
CA2098351C (en) 2004-05-25
SK66393A3 (en) 1995-04-12
US5357867A (en) 1994-10-25
AU4131493A (en) 1994-11-03
CA2098351A1 (en) 1994-10-21
CN1098460A (zh) 1995-02-08
HUT66186A (en) 1994-10-28
SK279156B6 (sk) 1998-07-08
ES2105202T3 (es) 1997-10-16
HU214173B (hu) 1998-01-28
JP3142688B2 (ja) 2001-03-07
CZ122993A3 (en) 1995-01-18
DE9305927U1 (de) 1994-05-26
CZ279143B6 (cs) 1995-01-18

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