EP1001085A1 - Méthode et appareil pour le bourrage d'une voie de chemin de fer - Google Patents

Méthode et appareil pour le bourrage d'une voie de chemin de fer Download PDF

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Publication number
EP1001085A1
EP1001085A1 EP99890312A EP99890312A EP1001085A1 EP 1001085 A1 EP1001085 A1 EP 1001085A1 EP 99890312 A EP99890312 A EP 99890312A EP 99890312 A EP99890312 A EP 99890312A EP 1001085 A1 EP1001085 A1 EP 1001085A1
Authority
EP
European Patent Office
Prior art keywords
track
measuring
machine
reference points
tamping
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
EP99890312A
Other languages
German (de)
English (en)
Other versions
EP1001085B1 (fr
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 DK99890312T priority Critical patent/DK1001085T3/da
Priority to AT99890312T priority patent/ATE283942T1/de
Publication of EP1001085A1 publication Critical patent/EP1001085A1/fr
Application granted granted Critical
Publication of EP1001085B1 publication Critical patent/EP1001085B1/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
    • E01B35/00—Applications of measuring apparatus or devices for track-building purposes
    • E01B35/06—Applications of measuring apparatus or devices for track-building purposes for measuring irregularities in longitudinal direction
    • E01B35/10—Applications of measuring apparatus or devices for track-building purposes for measuring irregularities in longitudinal direction for aligning
    • 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 stuffing a track a track position measuring system with a light beam Measuring line, which is determined by two measuring reference points, each by a feeler that can be unrolled on the track by means of flanged rollers, wherein the first measuring reference point in the working direction in front of the machine and the second measuring reference point positioned between the machine's rail carriages is, as well as a tamping machine.
  • US 3 545 384 is a tamping machine with one on rail bogies supported machine frame known to carry out Darning work a darning and a lifting and straightening unit are assigned.
  • a track position measuring system with a measuring line formed by a light beam in use. This is through a first measuring reference point upstream in the working direction of the machine and a downstream one, positioned in the area of the track lifting unit second measurement reference point determined.
  • the measuring line is divided into a predetermined brought to the target position of the track parallel direction.
  • a den second measuring reference point forming receiver has two photosensitive Cells that are spaced apart by a certain amount in the vertical direction are.
  • the light beam forming the measuring line thus causes two things Impulses that can be used to control the track lifting and tamping units are.
  • AT 314 580 it is also known to direct track straightening tools to control a laser transmitter connected to this. This is done by the broadcaster a laser beam onto a fixed point next to the track directed. The track can do so with the help of the track straightening tools long shifted until the beam of rays emanating from the transmitter aligned with a mark located on the fixed point.
  • EP 0 401 260 B1 one is positioned in front of a survey car Known measuring line by a coordinate reference point known in terms of coordinates and another, at the center of one through a multitude of photocells Formed receiver device positioned measuring reference point determined becomes. The deviation is in connection with a distance measuring device of the second measuring reference point can be exactly determined from the target position.
  • Another measuring reference system upstream of a track correction machine with a measuring line formed by two reference points is through AT 328 490 known.
  • a tamping machine 1 shown in FIG. 1 has one on rail bogies 2 supported machine frame 3 and is powered by a drive 4 can be moved on a track 6 formed from sleepers and rails 5.
  • a drive 4 can be moved on a track 6 formed from sleepers and rails 5.
  • a track position measuring system 14 is provided for detecting track position errors. That essentially consists of a laser transmitter 15, one by one Beam of light formed measuring line 16, a receiver 17 and a control and Computing unit 18 is formed.
  • the measuring line 16 is marked with a Exit of the light beam formed measuring reference point A and a second, by contact with the receiver designed as a line camera 23 17 determined measurement reference point B.
  • the transmitter 15 of the track position measuring system 14 is located on an independent movable from the tamping machine 1, having flanged wheels 19 and a first carriage 20 which forms a scanning element 27.
  • the receiver 17 is positioned between a tamping unit 8 and a lifting and straightening unit 9, Movable via flanged wheels 21 on track 6 and a second one Probe 28 forming measuring axis 22 connected.
  • the measuring axis 22 forms also part of another, through measuring axes 24 and a steel chord 25 reference system formed 26.
  • Front measuring axis 24 of the reference system 26 is with a displacement measuring device 30 connected.
  • Fig. 2 it can be seen that the by the two measuring reference points A and B certain optical measuring line 16 positioned to the side of the machine is.
  • the line camera 23 of the rear sensing element 28 protruding laterally beyond a machine profile 31 in the transverse direction of the machine educated.
  • FIG. 3 shows an actual position curve formed from a large number of individual measurements 32 of the track 6 shown.
  • the measurements consist of a Registration of the relative displacement 33 between that in the area of Lifting and straightening unit 9 located reference point B and the stationary Measuring reference point A.
  • the relative displacement values are therefore each by the distance between the stationary measuring line 16 and the respective Measuring point on the line camera 23 guided along the track 6 Are defined.
  • the correction values added to the relative displacements 33 34 result in a target position curve 35 of the track 6. Parallel to the measurement the path s traveled by the machine 1 through the path measuring device 30 registered.
  • the front carriage After passing over the section of track to be corrected, the front carriage becomes 20 released from a fixing mechanism 36 of the machine 1 and on the Track 6 set off.
  • the machine 1 is then reversed the working direction shown by arrow 29 until the machine 1 comes to rest on a track section that can no longer be corrected.
  • the feeler 28 immediately upstream of the tamping unit 8 is opened the track 6 is set down and against a rail 5 serving as a reference track pressed.
  • the laser transmitter 15 is preferably on the center the receiver 17 targeted and in its position in relation to the front car 20 fixed.
  • the measuring run of the machine 1 now begins in the direction to the carriage 20 there are relative shifts in accordance with the track position errors 33 (Fig. 3) between the stationary measuring line 16 and the line camera 23 following the course of the rail.
  • These relative displacements 33 are in the control and computing unit 18 in connection with a distance measurement by the distance measuring device 30 is stored.
  • Track section is moved back takes place by the control and computing unit 18 on the basis of the measured actual position curve 32 Formation of a target position curve 35 and the determination of the corresponding Correction values 34.
  • the measuring line 16 that automatically Aimed at the measuring point on the line camera 23, which registers during the measurement run and was used to form the actual position curve 32.
  • To carry out the track position correction is now the track 6 by the lifting and straightening unit 9 shifted in terms of height and lateral position until that Measuring point is aimed in the two-dimensional line camera 23, the gives the calculated correction value 34 in relation to the actual position.
  • the inventive method with the same result can be modified in that the laser transmitter 15 with the Measuring axis 22 and the receiver 17 is connected to the front carriage 20.
  • the line camera 23 would be stationary while the measuring line 16 corresponding to the track course relative to track 6 or to machine 1 is moved.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
EP99890312A 1998-11-11 1999-09-29 Méthode et appareil pour le bourrage d'une voie de chemin de fer Expired - Lifetime EP1001085B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DK99890312T DK1001085T3 (da) 1998-11-11 1999-09-29 Fremgangsmåde og understopningsmaskine til understopning af et spor
AT99890312T ATE283942T1 (de) 1998-11-11 1999-09-29 Verfahren und stopfmaschine zum unterstopfen eines gleises

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT188398 1998-11-11
AT188398 1998-11-11

Publications (2)

Publication Number Publication Date
EP1001085A1 true EP1001085A1 (fr) 2000-05-17
EP1001085B1 EP1001085B1 (fr) 2004-12-01

Family

ID=3523088

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99890312A Expired - Lifetime EP1001085B1 (fr) 1998-11-11 1999-09-29 Méthode et appareil pour le bourrage d'une voie de chemin de fer

Country Status (9)

Country Link
US (1) US6311624B1 (fr)
EP (1) EP1001085B1 (fr)
JP (1) JP4086432B2 (fr)
CN (1) CN1124382C (fr)
AT (1) ATE283942T1 (fr)
CA (1) CA2288921C (fr)
DE (1) DE59911186D1 (fr)
DK (1) DK1001085T3 (fr)
ES (1) ES2232106T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2468136C1 (ru) * 2011-03-30 2012-11-27 Максим Николаевич Балезин Способ подбивки шпал железнодорожного пути и машина для его осуществления
AT514718A1 (de) * 2013-09-11 2015-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT3739U3 (de) * 2000-04-07 2001-03-26 Plasser Bahnbaumasch Franz Stopfmaschine
US6442857B1 (en) * 2000-11-10 2002-09-03 Toto Ltd. Portable surface inspector
ATE388274T1 (de) * 2004-09-22 2008-03-15 Plasser Bahnbaumasch Franz Verfahren zum abtasten einer gleislage
FR2897079B1 (fr) * 2006-02-09 2008-05-02 Alstom Transport Sa Dispositif et procede d'insertion d'elements dans le sol, mecanisme pour ce dispositif et systeme utilisant ce dispositif
CN101697240B (zh) * 2009-09-29 2011-08-24 三一重工股份有限公司 一种标定定位的方法和装置
RU2551637C2 (ru) * 2013-07-22 2015-05-27 Владимир Васильевич Щербаков Устройство для выправки железнодорожного пути и способ выправки железнодорожного пути
AT514667B1 (de) * 2013-08-07 2015-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zur Unterstopfung eines Gleises
RU2534163C1 (ru) * 2013-08-27 2014-11-27 Николай Михайлович Балезин Способ подбивки шпал железнодорожного пути
ES2646607T3 (es) * 2014-06-27 2017-12-14 Hp3 Real Gmbh Dispositivo para medir vías férreas
AT516732B1 (de) * 2015-05-07 2016-08-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren zum Unterstopfen einer Weiche
AT518839B1 (de) * 2016-07-11 2018-12-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H System und Verfahren zum Vermessen eines Gleises
AT519317B1 (de) * 2016-11-04 2018-12-15 Plasser & Theurer Exp Von Bahnbaumaschinen G M B H Verfahren und Gleisbaumaschine zur Korrektur von Gleislagefehlern
CN112442927A (zh) * 2019-09-02 2021-03-05 中国铁道科学研究院集团有限公司铁道建筑研究所 一种捣固车前端偏差测量方法
CN114577113B (zh) * 2022-03-03 2022-09-16 中国测绘科学研究院 轨道位置测量方法、轨道捣固车、装置、设备和可读介质

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3545384A (en) 1967-05-22 1970-12-08 Plasser Bahnbaumasch Franz Method and apparatus for correcting the position of a track
AT314580B (de) 1969-01-22 1974-04-10 Plasser Bahnbaumasch Franz Einrichtung an Maschinen zur Messung und bzw. oder Überwachung und bzw. oder Korrektur der Lage von Gleisen
DE2341788A1 (de) * 1973-08-17 1975-02-27 Robel & Co G Verfahren zum sollage-genauen gleisrichten, verbunden mit gleisstopfen, und gleisrichtmaschine zur ausfuehrung des verfahrens
AT328490B (de) 1970-06-15 1976-03-25 Ts Osrodek Badan I Rozwoju Tec Nivelliermaschine
EP0401260B1 (fr) 1988-02-22 1994-04-20 HENTTINEN, Matti Procede et equipement servant a determiner la position d'une voie

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3750299A (en) * 1969-01-22 1973-08-07 Plasser Bahnbaumasch Franz Track apparatus with laser beam reference
US4658730A (en) * 1983-12-28 1987-04-21 Canron Corp. Railroad correction apparatus
US5012413A (en) * 1988-07-27 1991-04-30 Pandrol Jackson, Inc. Railroad track curve lining apparatus and method
AT400045B (de) * 1989-10-25 1995-09-25 Plasser Bahnbaumasch Franz Bezugsystem für gleisbaumaschinen
FI96138C (fi) * 1992-12-23 1996-05-10 Noptel Oy Laitteisto ja menetelmä raiteen mittaukseen ja oikaisuun

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3545384A (en) 1967-05-22 1970-12-08 Plasser Bahnbaumasch Franz Method and apparatus for correcting the position of a track
AT314580B (de) 1969-01-22 1974-04-10 Plasser Bahnbaumasch Franz Einrichtung an Maschinen zur Messung und bzw. oder Überwachung und bzw. oder Korrektur der Lage von Gleisen
AT328490B (de) 1970-06-15 1976-03-25 Ts Osrodek Badan I Rozwoju Tec Nivelliermaschine
DE2341788A1 (de) * 1973-08-17 1975-02-27 Robel & Co G Verfahren zum sollage-genauen gleisrichten, verbunden mit gleisstopfen, und gleisrichtmaschine zur ausfuehrung des verfahrens
EP0401260B1 (fr) 1988-02-22 1994-04-20 HENTTINEN, Matti Procede et equipement servant a determiner la position d'une voie

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2468136C1 (ru) * 2011-03-30 2012-11-27 Максим Николаевич Балезин Способ подбивки шпал железнодорожного пути и машина для его осуществления
AT514718A1 (de) * 2013-09-11 2015-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises
AT514718B1 (de) * 2013-09-11 2015-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises

Also Published As

Publication number Publication date
CA2288921A1 (fr) 2000-05-11
ES2232106T3 (es) 2005-05-16
CA2288921C (fr) 2005-12-27
CN1254778A (zh) 2000-05-31
DK1001085T3 (da) 2005-02-14
US6311624B1 (en) 2001-11-06
JP2000144606A (ja) 2000-05-26
JP4086432B2 (ja) 2008-05-14
EP1001085B1 (fr) 2004-12-01
DE59911186D1 (de) 2005-01-05
CN1124382C (zh) 2003-10-15
ATE283942T1 (de) 2004-12-15

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