EP1817463B1 - Procede de correction d'erreurs de hauteur d'un rail - Google Patents

Procede de correction d'erreurs de hauteur d'un rail Download PDF

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Publication number
EP1817463B1
EP1817463B1 EP04803209A EP04803209A EP1817463B1 EP 1817463 B1 EP1817463 B1 EP 1817463B1 EP 04803209 A EP04803209 A EP 04803209A EP 04803209 A EP04803209 A EP 04803209A EP 1817463 B1 EP1817463 B1 EP 1817463B1
Authority
EP
European Patent Office
Prior art keywords
track
target position
stabilization
lowering
vertical geometry
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.)
Active
Application number
EP04803209A
Other languages
German (de)
English (en)
Other versions
EP1817463A1 (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 PL04803209T priority Critical patent/PL1817463T3/pl
Publication of EP1817463A1 publication Critical patent/EP1817463A1/fr
Application granted granted Critical
Publication of EP1817463B1 publication Critical patent/EP1817463B1/fr
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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
    • 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
    • E01B29/04—Lifting or levelling of tracks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes

Definitions

  • the invention relates to a method for correcting height misalignments of a track, wherein this supports under lifting in a provisional target position and is subsequently lowered in a final target position in a track stabilization by applying a static load in conjunction with transverse vibrations finally controlled.
  • the object of the present invention is now to provide a method of the generic type with which the durability of the corrected track position can be improved.
  • this object is achieved by a method of the type mentioned above in that the track is raised and stopped with a correlation to the respective error value of the altitude error elevation over the final target position addition.
  • An in Fig. 1 apparent machine 1 for the position correction of a track 2 has a composite of two frame parts 3.4 machine frame 6 and 7 rail carriages.
  • the - with respect to a working direction 8 - front frame part 3 has a Stopfaggregat 9 for Unterstopfen thresholds 10.
  • the rear frame part 4 are associated with stabilization units 11, which can be pressed with a vertical load on the track 2 and this set simultaneously in transverse vibrations.
  • the tamping unit 9 positioned on the front frame part 3 is arranged on a satellite frame 13 together with an upstream track lifting unit 12. This is mounted with a front end by a drive 5 longitudinally displaceable on the frame part 3, while a rear end is supported on its own rail chassis 7. Above this there is a working cabin 14 connected to the front frame part 3 with a control device 15. A reference system 17 having measuring axes 16 is provided for the track position correction.
  • the x-axis of an in Fig. 2 The y-axis represents the altitude error.
  • An actual position X i of the track 2 registered by the reference system 17 is characterized by error values of altitude errors y- of different magnitudes. Previously, it was customary to raise the track in a desired position X and to support. Subsequently, this, provisional 'target position X by the action of static load and transverse vibrations evenly lowered and compacted as part of track stabilization.
  • the track 2 is then lifted with an elevation y + which correlates y to the respective error value of the altitude error y + beyond the final nominal position X and - while forming a provisional nominal position X v - is supported. It is essential that the respective detected by a distance sensor 18 local position X s and - for the altitude error y- correlating - value of the superelevation y + registered and stored in the control device 15. Conveniently, the overshoot y + is proportional to the altitude error y-.
  • the method according to the invention can also be carried out when the stabilization units 11 are located on an independently movable vehicle, a so-called track stabilizer.
  • the required data local position and value of the elevation
  • the required data are transmitted by radio to a control unit of the track stabilizer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Road Paving Machines (AREA)
  • Analysing Materials By The Use Of Radiation (AREA)
  • Golf Clubs (AREA)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)
  • Adjustment Of The Magnetic Head Position Track Following On Tapes (AREA)
  • Photosensitive Polymer And Photoresist Processing (AREA)
  • Stereophonic System (AREA)
  • Attitude Control For Articles On Conveyors (AREA)

Claims (5)

  1. Procédé pour corriger des erreurs de position en hauteur (y-) d'une voie ferrée (2), celle-ci subissant un bourrage inférieur en étant soulevée dans une position de consigne provisoire (Xv) et étant ensuite abaissée de manière enfin contrôlée dans une position de consigne définitive (X) dans le cadre d'une stabilisation de voie en appliquant une charge statique en liaison avec des oscillations transversales, caractérisé en ce que la voie ferrée (2) est soulevée et subit un bourrage inférieur avec un surhaussement (y+) au-dessus de la position de consigne définitive (X) étant en corrélation avec la valeur d'erreur respective de l'erreur de position en hauteur (y-).
  2. Procédé selon la revendication 1, caractérisé en ce que la valeur ainsi que la position locale (xs) du surhaussement respectif (y+) sont mémorisées et utilisées pour commander l'abaissement de voie par la stabilisation de voie.
  3. Procédé selon la revendication 2, caractérisé en ce que la charge verticale est modifiée en fonction des erreurs de position en hauteur (y-) lors de la stabilisation de voie suivante pour l'abaissement de la voie ferrée (2) dans la position de consigne X.
  4. Procédé selon la revendication 2 ou 3, caractérisé en ce qu'une fréquence d'oscillation des oscillations transversales est modifiée en fonction des erreurs de position en hauteur (y-) lors de la stabilisation de voie suivante pour l'abaissement de la voie ferrée (2) dans la position de consigne X.
  5. Procédé selon la revendication 1, caractérisé en ce qu'une vitesse d'avance d'une machine exécutant la stabilisation de voie est modifiée en fonction des erreurs de position en hauteur (y-) pour l'abaissement de la voie ferrée (2) dans la position de consigne X.
EP04803209A 2004-11-22 2004-11-22 Procede de correction d'erreurs de hauteur d'un rail Active EP1817463B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04803209T PL1817463T3 (pl) 2004-11-22 2004-11-22 Sposób korekcji wysokościowych błędów położenia toru

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2004/013218 WO2006056215A1 (fr) 2004-11-22 2004-11-22 Procede de correction d'erreurs de hauteur d'un rail

Publications (2)

Publication Number Publication Date
EP1817463A1 EP1817463A1 (fr) 2007-08-15
EP1817463B1 true EP1817463B1 (fr) 2008-09-03

Family

ID=34959516

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04803209A Active EP1817463B1 (fr) 2004-11-22 2004-11-22 Procede de correction d'erreurs de hauteur d'un rail

Country Status (11)

Country Link
EP (1) EP1817463B1 (fr)
JP (1) JP4547006B2 (fr)
CN (1) CN101061275B (fr)
AT (1) ATE407261T1 (fr)
AU (1) AU2004325170B2 (fr)
DE (1) DE502004008005D1 (fr)
DK (1) DK1817463T3 (fr)
EA (1) EA010235B1 (fr)
ES (1) ES2313109T3 (fr)
PL (1) PL1817463T3 (fr)
WO (1) WO2006056215A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018082798A1 (fr) * 2016-11-04 2018-05-11 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Procédé et engin de pose de voie permettant de corriger des défauts de géométrie de la voie
EP4242375A1 (fr) * 2022-03-08 2023-09-13 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft m.b.H. Procédé de fonctionnement d'une machine de bourrage et machine de bourrage

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT503437B1 (de) * 2006-08-10 2007-10-15 Plasser Bahnbaumasch Franz Verfahren zum unterstopfen und stabilisieren eines gleises
EP2957674B1 (fr) * 2014-06-18 2017-10-11 HP3 Real GmbH Procédé de réglage de voie ferrée destiné au fonctionnement d'une machine de voie pouvant se déplacer sur une installation de voie ferrée
AT516278B1 (de) * 2014-10-22 2016-04-15 System 7 Railsupport Gmbh Verfahren zur Messung und Darstellung der Gleisgeometrie einer Gleisanlage
AT520894B1 (de) * 2018-01-22 2021-01-15 Hp3 Real Gmbh Verfahren zur Gleislageverbesserung durch eine gleisfahrbare Gleisstopfmaschine
AT521263B1 (de) * 2018-08-20 2019-12-15 Hp3 Real Gmbh Verfahren zur Einzelfehlerbehebung
AT521990B1 (de) * 2018-12-27 2022-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Gleisbaumaschine zur Bearbeitung eines Schottergleises
AT521956B1 (de) 2019-03-06 2020-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine und Verfahren zum Stabilisieren eines Schotterbettes
AT523228B1 (de) 2019-12-10 2024-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Maschine und Verfahren zum Stabilisieren eines Schottergleises
AT17790U1 (de) 2021-06-21 2023-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und System zur Korrektur von vertikalen Lagefehlern eines Gleises
CN115758528B (zh) * 2022-11-18 2023-09-29 中国铁路设计集团有限公司 铁路起拨道整治方案综合优化计算方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT335502B (de) * 1973-05-25 1977-03-10 Plasser Bahnbaumasch Franz Maschine und verfahren zum stopfen und nivellieren eines gleises
AT371170B (de) * 1981-01-16 1983-06-10 Plasser Bahnbaumasch Franz Gleisverfahrbare maschine zum verdichten, insbesondere gleisnivellierstopfmaschine, mit stabilisitationsaggregat
AT373647B (de) * 1982-02-09 1984-02-10 Plasser Bahnbaumasch Franz Gleiskorrekturmaschine zum einblasen von bettungsmaterial
AT391904B (de) * 1988-09-15 1990-12-27 Plasser Bahnbaumasch Franz Gleisbaumaschine mit gleis-stabilisator
AT401398B (de) * 1990-02-06 1996-08-26 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisbaumaschine zum verdichten der schotterbettung
EP0930398A1 (fr) * 1998-01-19 1999-07-21 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Méthode de correction de la position d'une voie de chemin de fer
DE59907764D1 (de) * 1998-03-27 2003-12-24 Plasser Bahnbaumasch Franz Verfahren zur Gleislagekorrektur
ATA18499A (de) * 1999-02-10 2000-04-15 Plasser Bahnbaumasch Franz Verfahren zur lagekorrektur eines gleises

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018082798A1 (fr) * 2016-11-04 2018-05-11 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Procédé et engin de pose de voie permettant de corriger des défauts de géométrie de la voie
AT519317A1 (de) * 2016-11-04 2018-05-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H Verfahren und Gleisbaumaschine zur Korrektur von Gleislagefehlern
AT519317B1 (de) * 2016-11-04 2018-12-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H Verfahren und Gleisbaumaschine zur Korrektur von Gleislagefehlern
EA037021B1 (ru) * 2016-11-04 2021-01-27 Плассер Энд Тойрер Экспорт Фон Банбаумашинен Гезельшафт М.Б.Х. Способ для корректировки погрешностей в положении рельсового пути
US11174598B2 (en) 2016-11-04 2021-11-16 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Method and track maintenance machine for correction of track position errors
AU2017355123B2 (en) * 2016-11-04 2022-07-28 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft M.B.H. Method and track construction machine for correcting defective track positions
EP4242375A1 (fr) * 2022-03-08 2023-09-13 Plasser & Theurer Export Von Bahnbaumaschinen Gesellschaft m.b.H. Procédé de fonctionnement d'une machine de bourrage et machine de bourrage

Also Published As

Publication number Publication date
WO2006056215A1 (fr) 2006-06-01
ATE407261T1 (de) 2008-09-15
DK1817463T3 (da) 2008-11-10
EA010235B1 (ru) 2008-06-30
CN101061275B (zh) 2010-06-16
ES2313109T3 (es) 2009-03-01
AU2004325170B2 (en) 2010-02-04
AU2004325170A1 (en) 2006-06-01
JP4547006B2 (ja) 2010-09-22
DE502004008005D1 (de) 2008-10-16
PL1817463T3 (pl) 2009-01-30
EP1817463A1 (fr) 2007-08-15
EA200700731A1 (ru) 2007-10-26
JP2008520862A (ja) 2008-06-19
CN101061275A (zh) 2007-10-24

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