EP0952254B1 - 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 PDFInfo
- 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
Links
Images
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)
Claims (1)
- Procédé de correction de la position d'une voie ferrée où la voie ferrée (3) est bourrée moyennant levage dans une position prescrite provisoire (31) et est ensuite finalement abaissée dans la position prescrite définitive (34) de façon contrôlée dans le cadre d'une stabilisation de la voie ferrée par l'application d'une surcharge conjointement avec des vibrations transversales, caractérisé en ce que la position prescrite provisoire (31) procurée par le bourrage de la voie ferrée (3) est mesurée et en ce qu'une position prescrite définitive (34) qui élimine une erreur de position de voie ferrée à grande longueur d'onde est calculée, après quoi, moyennant détermination .des valeurs de corrections (35) en tant que différence entre la position prescrite définitive (34) et la position prescrite provisoire (31), une modification correspondant aux valeurs de correction (35) de la surcharge statique et/ou des forces transversales exercées sur la voie ferrée (3) est effectuée, dans le cadre d'une stabilisation de la voie ferrée, afin d'atteindre la position prescrite définitive (34) de la voie ferrée (3).
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 (fr) | 1999-10-27 |
EP0952254B1 true 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) |
Families Citing this family (21)
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 |
DK1650348T3 (da) * | 2004-09-22 | 2008-06-09 | Plasser Bahnbaumasch Franz | Fremgangsmåde til aftastning af et sporunderlag |
AT500949B8 (de) * | 2004-10-01 | 2007-02-15 | Plasser Bahnbaumasch Franz | Maschine zur durchführung einer gleislagekorrektur |
DK1817463T3 (da) * | 2004-11-22 | 2008-11-10 | Plasser Bahnbaumasch Franz | Fremgangsmåde til korrektion af höjdepositionsfejl ved et spor |
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 |
CN118273175A (zh) * | 2024-05-30 | 2024-07-02 | 中国铁建高新装备股份有限公司 | 一种轨道线路方向调整作业车、作业方法及电子设备、存储介质 |
Family Cites Families (11)
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 |
ES2035646T3 (es) * | 1989-03-10 | 1993-04-16 | Franz Plasser Bahnbaumaschinen- Industriegesellschaft M.B.H. | Maquina bateadora, niveladora y alineadora de vias, movil, con equipos bateadores giratorios. |
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 |
EP0688902B1 (fr) * | 1994-06-17 | 1999-09-22 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. | Méthode de mesure de la résistance aux déplacements latéraux des rails d'une voie ferrée |
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 |
-
1999
- 1999-02-17 EP EP99890055A patent/EP0952254B1/fr not_active Expired - Lifetime
- 1999-02-17 US US09/251,368 patent/US6154973A/en not_active Expired - Fee Related
- 1999-02-17 DE DE59907764T patent/DE59907764D1/de not_active Expired - Lifetime
- 1999-02-17 DK DK99890055T patent/DK0952254T3/da active
- 1999-02-17 ES ES99890055T patent/ES2212843T3/es not_active Expired - Lifetime
- 1999-02-17 AT AT99890055T patent/ATE254698T1/de active
- 1999-03-25 CA CA002266877A patent/CA2266877C/fr not_active Expired - Fee Related
- 1999-03-26 AU AU22443/99A patent/AU743117B2/en not_active Ceased
- 1999-03-26 RU RU99106680/28A patent/RU2187593C2/ru not_active IP Right Cessation
- 1999-03-26 JP JP11084385A patent/JPH11315503A/ja active Pending
- 1999-03-29 CN CN99104448A patent/CN1108416C/zh not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH11315503A (ja) | 1999-11-16 |
RU2187593C2 (ru) | 2002-08-20 |
EP0952254A1 (fr) | 1999-10-27 |
DE59907764D1 (de) | 2003-12-24 |
CA2266877A1 (fr) | 1999-09-27 |
DK0952254T3 (da) | 2004-03-15 |
CN1108416C (zh) | 2003-05-14 |
AU2244399A (en) | 1999-10-07 |
US6154973A (en) | 2000-12-05 |
AU743117B2 (en) | 2002-01-17 |
ATE254698T1 (de) | 2003-12-15 |
CN1231360A (zh) | 1999-10-13 |
CA2266877C (fr) | 2005-08-09 |
ES2212843T3 (es) | 2004-08-01 |
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