EP0952254B1 - Verfahren zur Gleislagekorrektur - Google Patents

Verfahren zur Gleislagekorrektur Download PDF

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Publication number
EP0952254B1
EP0952254B1 EP99890055A EP99890055A EP0952254B1 EP 0952254 B1 EP0952254 B1 EP 0952254B1 EP 99890055 A EP99890055 A EP 99890055A EP 99890055 A EP99890055 A EP 99890055A EP 0952254 B1 EP0952254 B1 EP 0952254B1
Authority
EP
European Patent Office
Prior art keywords
track
target position
final
correction values
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.)
Expired - Lifetime
Application number
EP99890055A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0952254A1 (de
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/de
Application granted granted Critical
Publication of EP0952254B1 publication Critical patent/EP0952254B1/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
    • 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 track position correction, wherein the track under lifting into a provisional target position and subsequently in the Frame of a track stabilization by applying a static load in Connection with transverse vibrations finally controlled in a final Desired position is lowered.
  • the object of the present invention is now to provide a method for track position correction of the type described above, with a improved track position is achievable.
  • This object is achieved according to the invention with a method of the generic type Art solved by the fact that created with the Unterstopfen of the track measured provisional target position and a long-wave track position error eliminating, final target position is calculated, then under determination of correction values as the difference between the final target position and preliminary target position in the context of a track stabilization one the correction values corresponding change of static load and / or of acting on the track lateral forces to achieve the final target position of the track.
  • the inventive method is based on the consideration that the Gleisstopfen following track stabilizers for the artificial anticipation of Initial settlements at the same time also for a final correction possibly existing, in particular long-wave track position error use.
  • the correction values corresponding height and lateral track displacement can eventually carried out in a particularly economical manner parallel to the track stabilization be replaced by the components required for the stabilization, such as static load and / or shear forces, to be changed accordingly. This is in a particularly advantageous manner in conjunction with the track position correction final track stabilization without additional work also an elimination of long-wave track position error achievable.
  • the apparent in Fig. 1 tamping machine 1 has a by rail bogies 2 on a track 3 movable machine frame 4 with a drive 5 on. Between the two rail bogies 2 is a by a drive 6 relative to the machine frame 4 lekssverschiebbarer Subframe 7, with a height-adjustable Stopfaggregat 8 and a track lifting unit 9 is connected.
  • the machine frame 4 is a machine reference system 10 for detecting arrow heights or Elevation and lateral position error of the track 3 assigned. This reference system has spaced apart in the machine longitudinal direction, on the track 3rd unrollable measuring axes 11 for scanning the track and a straightening and Leveling 12,13 on.
  • the tamping machine 1 is a Meßan vonr with respect to their working direction (arrow 14) 15 with a separate reference system 16 and measuring axes 17 downstream.
  • the at its front end via a hinge 18 with the machine frame 4 connected measuring tag 15 is with its rear End on a rail chassis 19 on track 3 supportable.
  • track stabilizer 20 has a rail undercarriages 21 on the track 3 supportable machine frame 22 and a traction drive 23 on. Between the two rail chassis 21 are located two stabilization units 24, by an eccentric 25 horizontal and transverse transverse to the rail longitudinal transverse forces can apply to the track 3. Parallel to this is by drives 26 a static load on the stabilizer 24 on the track 3 transferable. To detect the track geometry is a reference system 27 with measuring axes 28 provided. The track stabilizer 20 is expediently immediately after the tamping machine 1 in the same working direction (arrow 14) used. In addition to the transverse vibration forces can optionally further transverse forces by a lever system 36 with drive 37 (described in more detail by EP 0 666 371 A1) for correcting the lateral position on the track 3 be applied.
  • a lever system 36 with drive 37 described in more detail by EP 0 666 371 A1
  • FIG. 3 shows the arrow heights on the Y-axis (these are the normal distances to a chord of a curve) of the track 3 in millimeters and on the X-axis the track the kilometers (in kilometers).
  • One the lateral position error of the track 3 representing actual position curve 29 is through the reference system 10 of the tamping machine 1 detected immediately before the track clogging and sets off a plurality of arrowheads 30 together.
  • the measured arrow heights 30 be with a known per se, as electronic arrow height compensation designated computer program with maximum possible consideration permissible displacement values compensated (see balancing curve 33), where required for the compensation or the curve smoothing shifts of the track 3 calculated in a likewise known factor method become.
  • correction values 35 can the track stabilizer 20 the subsequent track stabilization in the precision process (The track is scanned at three points and given to Correction values or target arrow heights directed) perform, that is simultaneously with the track lowering to anticipate the initial set there is also a final position correction of the track.
  • the lateral position Correction values 35 relating to the track 3 may be replaced by corresponding ones Change of the horizontal transverse forces of the stabilization units 24 and / or by appropriate admission of the Lever system 36 influencing drives 37 can be achieved.
  • the correction values 35 (see Fig. 5) with respect to the track height attitude are about the change the static load by the drives 26 achievable, but taking into account is that the altitude correction only by lowering of the track 3 can be achieved.
  • the diagram shown in Fig. 5 refers to the track height position.
  • the final target position 34 (dot-dashed Line) is to be taken into account that in all track areas a minimum reduction (x) is to be performed.
  • x minimum reduction

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 Verfahren zur Gleislagekorrektur Expired - Lifetime EP0952254B1 (de)

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 EP0952254A1 (de) 1999-10-27
EP0952254B1 true EP0952254B1 (de) 2003-11-19

Family

ID=3493531

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99890055A Expired - Lifetime EP0952254B1 (de) 1998-03-27 1999-02-17 Verfahren zur Gleislagekorrektur

Country Status (11)

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

Families Citing this family (20)

* 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
DE502005003071D1 (de) * 2004-09-22 2008-04-17 Plasser Bahnbaumasch Franz Verfahren zum Abtasten einer Gleislage
AT500949B8 (de) 2004-10-01 2007-02-15 Plasser Bahnbaumasch Franz Maschine zur durchführung einer gleislagekorrektur
JP4547006B2 (ja) * 2004-11-22 2010-09-22 フランツ プラツセル バーンバウマシーネン−インズストリーゲゼルシヤフト ミツト ベシユレンクテル ハフツング 軌道の高低狂いの整正のための方法
DK1856328T3 (da) * 2005-02-23 2009-02-02 Plasser Bahnbaumasch Franz Fremgangsmåde til sporpositionskorrektion
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
AT519003B1 (de) * 2016-12-19 2018-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Messvorrichtung und Verfahren zum Erfassen einer Gleisgeometrie
AT520056B1 (de) * 2017-05-29 2020-12-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Vorrichtung zum Verdichten eines Gleisschotterbetts
AT520894B1 (de) * 2018-01-22 2021-01-15 Hp3 Real Gmbh Verfahren zur Gleislageverbesserung durch eine gleisfahrbare Gleisstopfmaschine
AT521990B1 (de) * 2018-12-27 2022-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Gleisbaumaschine zur Bearbeitung eines Schottergleises
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
AT17790U1 (de) 2021-06-21 2023-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und System zur Korrektur von vertikalen Lagefehlern eines Gleises

Family Cites Families (11)

* Cited by examiner, † Cited by third party
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
AT391904B (de) * 1988-09-15 1990-12-27 Plasser Bahnbaumasch Franz Gleisbaumaschine mit gleis-stabilisator
ATE81369T1 (de) * 1989-03-10 1992-10-15 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
US5887527A (en) 1994-02-04 1999-03-30 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track lining machine
ATE184935T1 (de) * 1994-06-17 1999-10-15 Plasser Bahnbaumasch Franz Verfahren zur kontinuierlichen messung des querverschiebewiderstandes eines gleises
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

Also Published As

Publication number Publication date
AU743117B2 (en) 2002-01-17
CA2266877C (en) 2005-08-09
ES2212843T3 (es) 2004-08-01
RU2187593C2 (ru) 2002-08-20
DE59907764D1 (de) 2003-12-24
CA2266877A1 (en) 1999-09-27
ATE254698T1 (de) 2003-12-15
JPH11315503A (ja) 1999-11-16
CN1108416C (zh) 2003-05-14
EP0952254A1 (de) 1999-10-27
AU2244399A (en) 1999-10-07
US6154973A (en) 2000-12-05
DK0952254T3 (da) 2004-03-15
CN1231360A (zh) 1999-10-13

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