EP0952254A1 - Méthode de correction de la position d'une voie de chemin de fer - Google Patents

Méthode de correction de la position d'une voie de chemin de fer Download PDF

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Publication number
EP0952254A1
EP0952254A1 EP99890055A EP99890055A EP0952254A1 EP 0952254 A1 EP0952254 A1 EP 0952254A1 EP 99890055 A EP99890055 A EP 99890055A EP 99890055 A EP99890055 A EP 99890055A EP 0952254 A1 EP0952254 A1 EP 0952254A1
Authority
EP
European Patent Office
Prior art keywords
track
target position
correction values
final
final target
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
EP99890055A
Other languages
German (de)
English (en)
Other versions
EP0952254B1 (fr
Inventor
Josef Theurer
Bernhard Lichtberger
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 AT99890055T priority Critical patent/ATE254698T1/de
Publication of EP0952254A1 publication Critical patent/EP0952254A1/fr
Application granted granted Critical
Publication of EP0952254B1 publication Critical patent/EP0952254B1/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
    • 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

Definitions

  • the invention relates to a method for correcting the track position, in which the track is supported while being raised to a provisional target position and is subsequently lowered in a controlled manner as part of a track stabilization by applying a static load in conjunction with transverse vibrations to a final target position.
  • Such a method for correcting the track position is described by the journal "Railway Track & Structures", 3/96, pages 29-33.
  • a so-called “mechanical processing train” (MDZ) required for this is composed of a high-performance tamping machine, a ballast plow and a track stabilizer that follows in the working direction.
  • This work unit which is made up of three vehicles, is moved continuously during work, with the tamping machine bringing the track into a correct, provisional target position and then ballasting it in accordance with regulations. Finally, the track is lowered to a final target position by applying a static load in connection with horizontal transverse vibrations by the track stabilizer.
  • the object of the present invention is to provide a method for correcting the track position of the type described at the outset, with which an improved track position can be achieved.
  • This object is achieved according to the invention with a method of the generic type in that the provisional target position created by stuffing the track is measured and a final target position that eliminates long-wave track position errors is calculated, after which correction values are determined as the difference between the final target position. Position and provisional target position within the framework of track stabilization, a change of the static load and / or of transverse forces acting on the track corresponding to the correction values is carried out in order to achieve the final target position of the track.
  • the method according to the invention is based on the consideration that, at the same time, the track stabilization following the track plug for the artificial anticipation of initial settlements can also be used for a final correction of any, in particular long-wave track position errors.
  • the preliminary target position of the track immediately after the tamping is expediently measured by the machine's own reference system of the tamping machine in order to calculate the long-wave correction values for the height and lateral position of the track with the aid of an electronic arrow height compensation method.
  • the height and lateral track displacement corresponding to the correction values can finally be carried out in a particularly economical manner parallel to the track stabilization by changing the components required for the stabilization, such as static load and / or transverse forces, accordingly. In this way, in a particularly advantageous manner, in conjunction with the track stabilization concluding the track position correction, long-wave track position errors can also be eliminated without additional work.
  • the tamping machine 1 shown in FIG. 1 has a machine frame 4 with a travel drive 5, which can be moved on a track 3 by rail trolleys 2. Between the two rail bogies 2 is a longitudinally displaceable relative to the machine frame 4 by a drive 6 Subframe 7, which is connected to a height-adjustable tamping unit 8 and a track lifting unit 9.
  • the machine frame 4 is assigned a machine-specific reference system 10 for detecting arrow heights or height and lateral position errors of the track 3.
  • This reference system has measuring axes 11, which can be rolled off the track 3 and are spaced apart from one another in the machine longitudinal direction, for scanning the track, as well as a straightening and leveling chord 12, 13.
  • the tamping machine 1 In relation to its working direction (arrow 14), the tamping machine 1 is followed by a measuring tag 15 with its own reference system 16 and measuring axes 17.
  • the measuring trailer 15 connected at its front end via a joint 18 to the machine frame 4 can be supported at its rear end via a rail running gear 19 on the track 3.
  • a track stabilizer 20 shown in FIG. 2 has a machine frame 22 that can be supported on the track 3 by means of rail running gear 21 and a travel drive 23. Between the two rail carriages 21 there are two stabilization units 24, which can apply transverse vibration forces to the track 3 horizontally and transversely to the longitudinal direction of the rail by means of an eccentric drive 25. In parallel, a static load can be transmitted to the track 3 via the stabilizing units 24 by means of drives 26. A reference system 27 with measuring axes 28 is provided for detecting the track geometry.
  • the track stabilizer 20 is expediently used immediately after the tamping machine 1 in the same working direction (arrow 14).
  • other transverse forces can optionally be applied to the track 3 by a lever system 36 with a drive 37 (described in more detail by EP 0 666 371 A1) to correct the lateral position.
  • FIG. 3 shows on the Y axis the arrow heights (these are the distances normal to a chord of a track arch) of track 3 in millimeters and on the X axis the track path or the kilometration (in kilometers).
  • An actual position curve 29 representing the lateral position errors of the track 3 is detected by the reference system 10 of the tamping machine 1 immediately before the track is tamped and is subject to exposure a plurality of arrow heights 30 together.
  • the measured arrow heights 30 are compensated for using a computer program known per se, known as electronic arrow height compensation, taking into account maximum permissible displacement values (see compensation curve 33), the displacements of the track 3 required for compensation or curve smoothing being calculated in a factor method which is also known will.
  • the curve shown in full lines in FIG. 4 shows the position of the track 3 that actually exists immediately after the tamping and is referred to here as the provisional target position 31.
  • This preliminary target position 31 is measured by the measuring tag 15 immediately after the tamping and shows very clearly long-wave errors. Alternatively, the measurement can also be carried out, for example, by your own track measuring vehicle.
  • the data determined in this way can be transmitted, for example, by radio to the track stabilizer 20, which is expediently immediately following the tamping machine 1 during use, or also by diskette or modem.
  • the transmitted data are read into a computer 32 on the track stabilizer 20.
  • the long-wave correction values for the height and the lateral position of the track 3 are then calculated using an electronic arrow height compensation and factor method known per se.
  • the track stabilizer 20 can carry out the subsequent track stabilization using the precision method (the track is scanned at three points and directed to predetermined correction values or target arrow heights), i.e. at the same time the track is lowered to anticipate the initial settlements, there is also a final one Correction of the track.
  • the correction values 35 relating to the lateral position of the track 3 can be achieved by correspondingly changing the horizontal transverse vibration forces of the stabilization units 24 and / or by correspondingly acting on the drives 37 influencing the lever system 36.
  • the correction values 35 (see FIG. 5) with respect to the track height position can be achieved by changing the static load by the drives 26, but it must be taken into account that the height position correction can only be achieved by lowering the track 3.
  • the dash-dotted curve shown in FIG. 4 shows the final target position 34, which arises from the provisional target position 31 present after the track stuffing after the electronic arrow height compensation method and the factor method have been carried out.
  • the correction values 35 result from the deviations between the two desired positions 31 and 34. Assuming that the track stabilizer 20 travels in the direction of arrow 14, there is consequently an increase in the transverse forces in the range of the kilometers 43.22 to 43.32 corresponding to the determined correction values 35 necessary to the left in order to shift the track 3 into the determined target position 34. Then the lateral forces are to be increased to the right to correct the lateral position errors of track 3.
  • the diagram shown in Fig. 5 relates to the track height.
  • a minimum reduction (x) must be carried out in all track areas.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Control Of Linear Motors (AREA)
  • Moving Of The Head To Find And Align With The Track (AREA)
  • Control Of Position Or Direction (AREA)
EP99890055A 1998-03-27 1999-02-17 Méthode de correction de la position d'une voie de chemin de fer Expired - Lifetime EP0952254B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT99890055T ATE254698T1 (de) 1998-03-27 1999-02-17 Verfahren zur gleislagekorrektur

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT54898 1998-03-27
AT54898 1998-03-27

Publications (2)

Publication Number Publication Date
EP0952254A1 true EP0952254A1 (fr) 1999-10-27
EP0952254B1 EP0952254B1 (fr) 2003-11-19

Family

ID=3493531

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99890055A Expired - Lifetime EP0952254B1 (fr) 1998-03-27 1999-02-17 Méthode de correction de la position d'une voie de chemin de fer

Country Status (11)

Country Link
US (1) US6154973A (fr)
EP (1) EP0952254B1 (fr)
JP (1) JPH11315503A (fr)
CN (1) CN1108416C (fr)
AT (1) ATE254698T1 (fr)
AU (1) AU743117B2 (fr)
CA (1) CA2266877C (fr)
DE (1) DE59907764D1 (fr)
DK (1) DK0952254T3 (fr)
ES (1) ES2212843T3 (fr)
RU (1) RU2187593C2 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006037416A1 (fr) * 2004-10-01 2006-04-13 Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh Machine servant a realiser une correction d'assiette de la voie
WO2018114252A1 (fr) * 2016-12-19 2018-06-28 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Appareil de mesure et procédé pour acquérir une géométrie de voie
WO2019140467A1 (fr) * 2018-01-22 2019-07-25 Hp3 Real Gmbh Procédé d'amélioration de la position d'une voie ferrée par une machine de bourrage de voies pouvant circuler sur des voies ferrées
WO2022268566A1 (fr) 2021-06-21 2022-12-29 Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H. Procédé et système de correction de défauts de position verticale d'une voie ferrée

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2798347B1 (fr) * 1999-09-09 2001-11-30 Matisa Materiel Ind Sa Vehicule de mesure de l'etat geometrique d'une voie ferree
AT3876U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Verfahren und maschine zur unterstopfung eines gleises
AT5982U3 (de) * 2002-11-13 2003-12-29 Plasser Bahnbaumasch Franz Verfahren zur abtastung eines bettungsprofiles
US6804621B1 (en) * 2003-04-10 2004-10-12 Tata Consultancy Services (Division Of Tata Sons, Ltd) Methods for aligning measured data taken from specific rail track sections of a railroad with the correct geographic location of the sections
ES2302128T3 (es) * 2004-09-22 2008-07-01 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Procedimiento de exploracion del lecho de una via.
ATE407261T1 (de) * 2004-11-22 2008-09-15 Plasser Bahnbaumasch Franz Verfahren zur korrektur von höhenlagefehlern eines gleises
WO2006089587A1 (fr) * 2005-02-23 2006-08-31 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Procede pour corriger l'assiette d'une voie, et engin de pose de voie
AT504517B1 (de) * 2007-04-12 2008-06-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur absenkung eines gleises
AT505029B1 (de) * 2007-07-31 2008-10-15 Plasser Bahnbaumasch Franz Verfahren zur vermessung einer gleislage
AT514718B1 (de) * 2013-09-11 2015-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises
AT516248B1 (de) * 2014-12-12 2016-04-15 System 7 Railsupport Gmbh Verfahren zur Kalibrierung einer Vorrichtung zum Vermessen von Gleisen
CN106272369B (zh) * 2016-10-10 2018-08-17 易视智瞳科技（深圳）有限公司 龙门双驱动系统及其误差检测方法
AT519317B1 (de) * 2016-11-04 2018-12-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H Verfahren und Gleisbaumaschine zur Korrektur von Gleislagefehlern
AT520056B1 (de) * 2017-05-29 2020-12-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Vorrichtung zum Verdichten eines Gleisschotterbetts
CN111413692B (zh) * 2020-03-18 2022-03-18 东风汽车集团有限公司 一种基于路旁静止物体的摄像头横向位置估测自标定方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4953467A (en) * 1988-09-15 1990-09-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing machine with track stabilization
EP0666371A1 (fr) 1994-02-04 1995-08-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour la correction latérale de la position d'une voie ferrée
US5591915A (en) * 1994-06-17 1997-01-07 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. System for the continuous measurement of the resistance of a track to transverse displacement

Family Cites Families (8)

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Publication number Priority date Publication date Assignee Title
US3041982A (en) * 1957-05-03 1962-07-03 Plasser Franz System for lifting a track section
AT374849B (de) * 1981-12-23 1984-06-12 Plasser Bahnbaumasch Franz Fahrbare gleiskorrekturmaschine mit mess-bezugssystem
AT382410B (de) * 1983-11-16 1987-02-25 Plasser Bahnbaumasch Franz Einrichtung zur hoehenlage- und querneigungskorrektur eines gleises
DE58902425D1 (de) * 1989-03-10 1992-11-12 Plasser Bahnbaumasch Franz Fahrbare gleisstopf-, nivellier- und richtmaschine mit verschwenkbaren stopfaggregaten.
RU2041310C1 (ru) * 1991-06-27 1995-08-09 Франц Плассер Банбаумашинен-Индустригезельшафт, мбХ Путевой измеритель
DE59403690D1 (de) * 1993-03-17 1997-09-18 Plasser Bahnbaumasch Franz Maschine zum Verdichten der Schotterbettung eines Gleises
AU672921B2 (en) * 1993-11-05 1996-10-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. A track maintenance machine for correcting the track geometry
US5605099A (en) * 1994-12-22 1997-02-25 Pandrol Jackson, Inc. Maintenance vehicle and method for measuring and maintaining the level of a railroad track

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4953467A (en) * 1988-09-15 1990-09-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing machine with track stabilization
EP0666371A1 (fr) 1994-02-04 1995-08-09 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour la correction latérale de la position d'une voie ferrée
US5591915A (en) * 1994-06-17 1997-01-07 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. System for the continuous measurement of the resistance of a track to transverse displacement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
"Railway and Track and Structures", March 1996, pages: 29-33

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006037416A1 (fr) * 2004-10-01 2006-04-13 Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh Machine servant a realiser une correction d'assiette de la voie
EA009930B1 (ru) * 2004-10-01 2008-04-28 Франц Плассер Банбаумашинен - Индустригезельшафт Мбх Машина для корректировки положения рельсового пути
AU2005291655B2 (en) * 2004-10-01 2010-03-11 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Machine for carrying out a track gauge correction
CN101027449B (zh) * 2004-10-01 2010-06-16 弗兰茨普拉塞铁路机械工业股份有限公司 校正轨道位置用的机械
US8113120B2 (en) 2004-10-01 2012-02-14 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track position correction machine
US10954637B2 (en) 2016-12-19 2021-03-23 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Measurement device and method for detecting a track geometry
CN110088402A (zh) * 2016-12-19 2019-08-02 普拉塞-陶伊尔铁路机械出口股份有限公司 一种用于记录轨道几何形状的测量装置和方法
EA036193B1 (ru) * 2016-12-19 2020-10-13 Плассер Энд Тойрер Экспорт Фон Банбаумашинен Гезельшафт М.Б.Х. Измерительное устройство и способ регистрации геометрии рельсового пути
WO2018114252A1 (fr) * 2016-12-19 2018-06-28 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Appareil de mesure et procédé pour acquérir une géométrie de voie
AU2017381030B2 (en) * 2016-12-19 2022-09-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh A measuring device and method for recording a track geometry
WO2019140467A1 (fr) * 2018-01-22 2019-07-25 Hp3 Real Gmbh Procédé d'amélioration de la position d'une voie ferrée par une machine de bourrage de voies pouvant circuler sur des voies ferrées
US11920308B2 (en) 2018-01-22 2024-03-05 Hp3 Real Gmbh Method for track position improvement by means of a track-movable track-tamping machine
WO2022268566A1 (fr) 2021-06-21 2022-12-29 Plasser & Theurer, Export von Bahnbaumaschinen, Gesellschaft m.b.H. Procédé et système de correction de défauts de position verticale d'une voie ferrée

Also Published As

Publication number Publication date
DE59907764D1 (de) 2003-12-24
RU2187593C2 (ru) 2002-08-20
CN1231360A (zh) 1999-10-13
CA2266877A1 (fr) 1999-09-27
ES2212843T3 (es) 2004-08-01
US6154973A (en) 2000-12-05
DK0952254T3 (da) 2004-03-15
CN1108416C (zh) 2003-05-14
AU2244399A (en) 1999-10-07
AU743117B2 (en) 2002-01-17
EP0952254B1 (fr) 2003-11-19
CA2266877C (fr) 2005-08-09
JPH11315503A (ja) 1999-11-16
ATE254698T1 (de) 2003-12-15

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