EP1028193B1 - Verfahren zur Lagekorrektur eines Gleises - Google Patents

Verfahren zur Lagekorrektur eines Gleises Download PDF

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Publication number
EP1028193B1
EP1028193B1 EP99890399A EP99890399A EP1028193B1 EP 1028193 B1 EP1028193 B1 EP 1028193B1 EP 99890399 A EP99890399 A EP 99890399A EP 99890399 A EP99890399 A EP 99890399A EP 1028193 B1 EP1028193 B1 EP 1028193B1
Authority
EP
European Patent Office
Prior art keywords
track
vertical position
tamping
correction
section
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
EP99890399A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1028193A1 (de
Inventor
Josef Theurer
Bernhard Dr. 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 AT99890399T priority Critical patent/ATE268836T1/de
Publication of EP1028193A1 publication Critical patent/EP1028193A1/de
Application granted granted Critical
Publication of EP1028193B1 publication Critical patent/EP1028193B1/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
    • E01B29/04—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
    • 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
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/10—Track-lifting or-lining devices or methods
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation

Definitions

  • the invention relates to a method for position correction of a rail and sleepers formed track.
  • the object of the present invention is now to provide a method to the track position correction, especially for optimal removal limited to only short track sections extreme track position errors suitable.
  • the tamping machine 1 shown in Fig. 1 has a on rail undercarriages 2 supported machine frame 3 and is on one of rails 4 and sleepers 5 track 6 formed movable.
  • To carry out the Track position correction is an independently height-adjustable per rail 4 Stopfaggregat 7 and track lifting straightening unit 8 is provided.
  • Stopfaggregat 7 and track lifting straightening unit 8 is provided for the Track measurement.
  • a reference roller 9 that can be unrolled on track 6 10 is provided, the one for each rail 4 in the machine longitudinal direction extending reference chord 11 for sensing the altitude and another central reference chord 12 for sensing the lateral position of the track 6 has.
  • To record a track actual position and calculate a desired position is a electronic computing and control unit 13 is provided with a monitor 14.
  • Fig. 2 and 3 is a height-actual position 15,16 of the left and right rail 4 shown.
  • a visible in Fig. 2 line 17 shows the theoretical Superelevation desired position of the left rail 4 at.
  • Fig. 3 is an extreme deviation the height-actual position 16 can be seen from the desired position.
  • the first step consists in a test drive the stuffing machine 1 in the by an arrow 20 direction shown, wherein the height-actual positions 15,16 the right and left rail 4 (Fig. 5 and Fig. 4) independently registered and recorded in the arithmetic and control unit 13. Subsequently, they are above a selectable tolerance limit Altitude error detected by the control and computing unit 13 and below Forming a height desired position 19 according to a known electronic Arrow height compensation method smoothed and displayed on the monitor 14.
  • Those track correction sections 24, which now undergo a track position correction are either manually or automatically by electronic Definition of a start and end point S or E limited. After that will the tamping machine 1 to the first starting point S (Fig. 4) process until the Stopfaggregat 7 is positioned exactly above the starting point S.
  • This exact Positioning can be done accurately by the operator on the monitor 14 ( Figure 6) be tracked, as a cursor line 21 in synchronism with the movement of the Tamping machine 1 relative to the track 6 or relative to the also on the monitor 14 apparent height actual and desired position moved in the track longitudinal direction. Furthermore is a kilometer 23 of the track 6 visible.
  • Stopfaggregates 7 at the starting point S is only the left Stopfaggregat 7 lowered to perform the track position correction, of course also only the left rail 4 through the track lifting and straightening unit. 8 raised in the determined by the electronic smoothing height-desired position 19 becomes.
  • the distance measurement for the right-hand rail 4 starts can after reaching the starting point S for the right rail 4 (see Fig. 5) automatically the right Stopfaggregat 7 are lowered at the beginning of the track position correction. As soon as the end point E is reached for the respective rail 4, the track position correction completed.
  • the method according to the invention has the advantage that the track position correction work By focusing on extreme track position errors done relatively quickly can be, wherein advantageously the uncorrected track sections continue in its highly condensed, stabilized, only minor, remain acceptable track position faulty situation.

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)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Control Of Stepping Motors (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Magnetic Heads (AREA)
  • Meat, Egg Or Seafood Products (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
EP99890399A 1999-02-10 1999-12-22 Verfahren zur Lagekorrektur eines Gleises Expired - Lifetime EP1028193B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT99890399T ATE268836T1 (de) 1999-02-10 1999-12-22 Verfahren zur lagekorrektur eines gleises

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT18499 1999-02-10
AT0018499A ATA18499A (de) 1999-02-10 1999-02-10 Verfahren zur lagekorrektur eines gleises

Publications (2)

Publication Number Publication Date
EP1028193A1 EP1028193A1 (de) 2000-08-16
EP1028193B1 true EP1028193B1 (de) 2004-06-09

Family

ID=3483717

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99890399A Expired - Lifetime EP1028193B1 (de) 1999-02-10 1999-12-22 Verfahren zur Lagekorrektur eines Gleises

Country Status (15)

Country Link
US (1) US6260485B1 (cs)
EP (1) EP1028193B1 (cs)
JP (1) JP2000230207A (cs)
CN (1) CN1114016C (cs)
AT (2) ATA18499A (cs)
AU (1) AU757187B2 (cs)
CA (1) CA2298110C (cs)
CZ (1) CZ294091B6 (cs)
DE (1) DE59909686D1 (cs)
DK (1) DK1028193T3 (cs)
ES (1) ES2222680T3 (cs)
HU (1) HU222132B1 (cs)
PL (1) PL199308B1 (cs)
RU (1) RU2169810C1 (cs)
SK (1) SK286171B6 (cs)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2757104C1 (ru) * 2018-08-20 2021-10-11 ХП3 Реал ГмбХ Способ автоматической корректировки положения рельсового пути

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4246919B2 (ja) * 1998-08-10 2009-04-02 東急車輛製造株式会社 鉄道車両の脱線検知方法及び脱線検知装置
US20030009208A1 (en) 2001-07-05 2003-01-09 Precision Vascular Systems, Inc. Torqueable soft tip medical device and method of usage
AT413974B (de) * 2003-05-15 2006-07-15 Siemens Transportation Systems Entgleisungsdetektion durch fallgeschwindigkeitsbestimmung
ES2302128T3 (es) * 2004-09-22 2008-07-01 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Procedimiento de exploracion del lecho de una via.
CN101061275B (zh) * 2004-11-22 2010-06-16 弗兰茨普拉塞铁路机械工业股份有限公司 校正轨道高度位置误差的方法
TWI398621B (zh) * 2008-02-01 2013-06-11 Foxnum Technology Co Ltd 位置校正裝置
ES2364635B8 (es) * 2011-03-24 2015-01-08 Tecsa Empresa Constructora, S.A Máquina automática de nivelación y alineación de vía ferroviaria en placa, previas al hormigonado.
RU2468136C1 (ru) * 2011-03-30 2012-11-27 Максим Николаевич Балезин Способ подбивки шпал железнодорожного пути и машина для его осуществления
EP2957674B1 (de) * 2014-06-18 2017-10-11 HP3 Real GmbH Verfahren zum Betreiben einer auf einer Gleisanlage verfahrbaren Oberbaumaschine
AT516278B1 (de) * 2014-10-22 2016-04-15 System 7 Railsupport Gmbh Verfahren zur Messung und Darstellung der Gleisgeometrie einer Gleisanlage
CN104975545B (zh) * 2015-07-30 2017-04-05 上海铁路局上海大型养路机械运用检修段 捣稳车捣镐防插钢轨保护装置及其应用方法
AT519317B1 (de) * 2016-11-04 2018-12-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H Verfahren und Gleisbaumaschine zur Korrektur von Gleislagefehlern
AT519218B1 (de) * 2017-02-06 2018-05-15 Hp3 Real Gmbh Verfahren zur Optimierung einer Gleislage
AT519739B1 (de) * 2017-05-12 2018-10-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zum Steuern einer Gleisbaumaschine
CN110344327B (zh) * 2019-07-03 2020-11-06 西南交通大学 一种斜拉桥上轨道控制网cpiii点实时高程计算方法
CN112376339B (zh) * 2020-10-21 2022-09-13 中铁二十局集团有限公司 轨道复测方法
AT524435B1 (de) 2020-11-25 2022-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und System zur Ermittlung von Korrekturwerten für eine Lagekorrektur eines Gleises
AT525332B1 (de) 2021-08-04 2025-10-15 Hp3 Real Gmbh Verfahren zur Berichtigung des Seitenabstandes und des Höhenabstandes einer Bahnsteigkante zur Gleisachse

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT323787B (de) * 1972-03-14 1975-07-25 Plasser Bahnbaumasch Franz Anordnung zur korrektur von lagefehleen in gleisen
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
FI80790C (fi) * 1988-02-22 1990-07-10 Matti Henttinen Foerfarande och anordning foer bestaemning av ett spaors laege.
US5012413A (en) * 1988-07-27 1991-04-30 Pandrol Jackson, Inc. Railroad track curve lining apparatus and method
AT401398B (de) * 1990-02-06 1996-08-26 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisbaumaschine zum verdichten der schotterbettung
RU2041310C1 (ru) * 1991-06-27 1995-08-09 Франц Плассер Банбаумашинен-Индустригезельшафт, мбХ Путевой измеритель
GB9211901D0 (en) * 1992-06-05 1992-07-15 British Railways Board Methods of railway track maintenance
FI96138C (fi) * 1992-12-23 1996-05-10 Noptel Oy Laitteisto ja menetelmä raiteen mittaukseen ja oikaisuun

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2757104C1 (ru) * 2018-08-20 2021-10-11 ХП3 Реал ГмбХ Способ автоматической корректировки положения рельсового пути

Also Published As

Publication number Publication date
DK1028193T3 (da) 2004-08-30
EP1028193A1 (de) 2000-08-16
CN1114016C (zh) 2003-07-09
HU0000536D0 (en) 2000-04-28
CZ2000118A3 (cs) 2000-08-16
AU1499300A (en) 2000-08-17
CA2298110C (en) 2005-12-20
ES2222680T3 (es) 2005-02-01
JP2000230207A (ja) 2000-08-22
RU2169810C1 (ru) 2001-06-27
ATE268836T1 (de) 2004-06-15
HU222132B1 (hu) 2003-04-28
CN1263184A (zh) 2000-08-16
DE59909686D1 (de) 2004-07-15
PL338282A1 (en) 2000-08-14
US6260485B1 (en) 2001-07-17
PL199308B1 (pl) 2008-09-30
AU757187B2 (en) 2003-02-06
SK1592000A3 (en) 2000-11-07
ATA18499A (de) 2000-04-15
SK286171B6 (sk) 2008-04-07
CA2298110A1 (en) 2000-08-10
CZ294091B6 (cs) 2004-10-13
HUP0000536A2 (en) 2002-08-28

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