EP1001085B1 - 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
EP1001085B1
EP1001085B1 EP99890312A EP99890312A EP1001085B1 EP 1001085 B1 EP1001085 B1 EP 1001085B1 EP 99890312 A EP99890312 A EP 99890312A EP 99890312 A EP99890312 A EP 99890312A EP 1001085 B1 EP1001085 B1 EP 1001085B1
Authority
EP
European Patent Office
Prior art keywords
track
measuring
machine
reference point
relative displacements
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
EP99890312A
Other languages
German (de)
English (en)
Other versions
EP1001085A1 (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 AT99890312T priority Critical patent/ATE283942T1/de
Priority to DK99890312T priority patent/DK1001085T3/da
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 according to the cited in the preamble of the claim Features.
  • Such a method is known from DE-A 23 41 788. It is in a first Work passage recorded a relative pinnacle diagram on which by the Personnel the target position is drawn. In a second cycle, the Track under close observation of the light beam with respect to the lateral position as long shifted until the light beam hits the drawn target position.
  • US 3,545,384 is a tamping machine with a supported on rail bogies Machine frame known to which a stuffing to perform stuffing work 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 preceded by a working direction of the machine first measuring reference point and a downstream, in the area of the track lifting unit positioned second measuring reference point determined.
  • the measuring line is placed in a predetermined, brought to the desired position of the track parallel direction.
  • One the second Measuring reference point forming receiver has two photosensitive cells, which in vertical direction are distanced to a certain extent from each other.
  • the the measuring line forming light beam thus causes two kinds of impulses which are used to control the and tamping units are used.
  • the transmitter is a laser beam directed to a fixed point next to the track.
  • the track can thereby be moved with the help of the track leveling tools until the transmitter Outgoing radiation bundles with an identification mark located on the fixed point flees.
  • a measuring line is positioned in front of a surveying carriage known by a coordinate known Meß-reference and a further, in the center of a receiver device formed by a plurality of photocells positioned measuring reference point is determined.
  • a distance measuring device is the deviation of the second measuring reference point from the desired position exactly explorable.
  • the object of the present invention is to provide a method of the generic type Art, with the particular short track sections optimally in a desired position can be brought.
  • this object is achieved by means of patent features solved.
  • This procedure allows a very little with minimal set-up rapid determination of the actual track position and precise execution of corrective work.
  • the track shifts can be advantageously during work access by registering the relative displacement between the two measuring reference points be precisely detected, so that the track position after the position correction corresponds exactly to the calculated target values.
  • a special advantage of this direct control the second measuring reference point and thus also the track lifting and straightening unit can be seen in the fact that the track position correction in the track section to be corrected without time-consuming ramping to the subsequent, unchanged track section is feasible.
  • a tamping machine 1 shown in FIG. 1 has rail drives 2 supported machine frame 3 and is by a traction drive 4 movable on a 6 formed by sleepers and rails 5 track.
  • To perform track tamping works 7 are height adjustable by drives Stopfaggregate 8 and a lifting and straightening unit 9 with lifting and Directional actuators 10.11 provided.
  • a central control device 13 In a driving or working cabin 12 is located a central control device 13.
  • a track position measuring system 14 is provided, essentially from a laser transmitter 15, one through a Light beam formed measuring line 16, a receiver 17 and a Steuerund Arithmetic unit 18 is formed.
  • the measuring line 16 is replaced by a with the Exit point of the light beam formed measuring reference point A and a second, by the contact with the receiver designed as a line camera 23 17 certain measuring reference point B set.
  • the transmitter 15 of the track position measuring system 14 is located on an independent from the tamping machine 1 movable, flange wheels 19 having and a first feeler 27 forming pregen 20.
  • the receiver 17th is positioned with a Stopfaggreat 8 and lifting and leveling unit 9, via flange rings 21 on track 6 movable and a second Tast organ 28 forming measuring axis 22 is connected.
  • the measuring axis 22 forms also a part of another, by measuring axes 24 and a steel tendon 25 formed reference system 26.
  • the respect to the working direction (arrow 29) front measuring axis 24 of the reference system 26 is provided with a displacement measuring device 30 connected.
  • Fig. 2 it can be seen that the through the two measuring reference points A and B certain optical measuring line 16 positioned laterally next to the machine is.
  • the line camera 23 of the rear touch organ 28th protruding laterally beyond a machine profile 31 in the cross machine direction educated.
  • Fig. 3 is formed from a plurality of individual measurements actual position curve 32 of the track 6 shown.
  • the measurements consist of one Registration of the relative displacement 33 between the in the range of Lifting and straightening 9 located measuring reference point B and the stationary Measuring reference point A.
  • the relative displacement values are thus each by the distance between the stationary measuring line 16 and the respective one Measuring point on the guided along the track 6 line camera 23rd Are defined.
  • the correction values added to the relative displacements 33, respectively 34 result in a desired position curve 35 of the track 6. Parallel to the measurement the distance traveled by the machine 1 is s through the path measuring device 30 registered.
  • the preamble 20 of a fixing mechanism 36 of the machine 1 and released onto the Track 6 discontinued. Subsequently, a return of the machine 1 is opposite the direction shown by the arrow 29 until the machine 1 comes to rest on a no longer correctable track section.
  • the tamping unit 8 immediately upstream feeler 28 is on the track 6 set down and serving as a reference rail 5 pressed.
  • the laser transmitter 15 is preferably on the center the receiver 17 targeted and in its position opposite the Vorwagen 20 fixed.
  • the track position errors to relative displacements 33 (Fig. 3) between the stationary measuring line 16 and the track following the track line camera 23.
  • the inventive method with the same result is modified in that the laser transmitter 15 with the Measuring axis 22 and the receiver 17 is connected to the pre-carriage 20.
  • the line camera 23 would be stationary while the measuring line 16 according to the track track relative to the track 6 and the 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)

Claims (1)

  1. Procédé pour le bourrage d'une voie ferrée (6) à l'aide d'un système de mesure de position de voie ferrée (14) avec une ligne de mesure (16) formée d'un faisceau lumineux, qui est déterminée par deux points de référence de mesure (A, B) qui sont respectivement constitués par un organe palpeur (27, 28) pouvant rouler sur la voie ferrée (6) au moyen de galets à boudin (19, 21), le premier point de référence de mesure (A) étant situé à l'avant de la machine (1) dans le sens de fonctionnement et le deuxième point de référence de mesure (B) étant situé entre les boggies (2) de la machine (1), et dans une première avance de la machine, les déplacements relatifs (33) étant enregistrés entre la ligne de mesure stationnaire (16) et le point de référence de mesure (B) moyennant le tracé d'une courbe de position réelle (32) de la voie ferrée (6) et, dans une deuxième avance de la machine, la voie ferrée (6) étant bourrée dans la position prescrite moyennant l'enregistrement des déplacements relatifs (33) correspondant aux valeurs de correction déterminées (34), caractérisé par les particularités suivantes :
    a) l'acquisition de la ligne de mesure (16) est réalisée par une caméra linéaire bidimensionnelle ;
    b) les déplacements relatifs (33) sont mémorisés dans une unité de commande et de calcul (18) en association avec une mesure de la distance parcourue ;
    c) sur la base de la courbe de position réelle mesurée (32), l'unité de commande et de calcul (18) trace une courbe de position prescrite (35) et détermine les valeurs de correction (34) correspondantes ;
    d) pour effectuer la correction de position de la voie ferrée, la voie ferrée (6) est déplacée en hauteur et latéralement par le groupe de levage et de dressage (9) jusqu'à ce que ce point de mesure soit localisé sur la caméra linéaire bidimensionnelle (23), ce qui donne la valeur de correction calculée (34) par rapport à la position réelle.
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
AT99890312T ATE283942T1 (de) 1998-11-11 1999-09-29 Verfahren und stopfmaschine zum unterstopfen eines gleises
DK99890312T DK1001085T3 (da) 1998-11-11 1999-09-29 Fremgangsmåde og understopningsmaskine til understopning af et spor

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 EP1001085A1 (fr) 2000-05-17
EP1001085B1 true 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)

Families Citing this family (16)

* 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
DE502005003071D1 (de) * 2004-09-22 2008-04-17 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
RU2468136C1 (ru) * 2011-03-30 2012-11-27 Максим Николаевич Балезин Способ подбивки шпал железнодорожного пути и машина для его осуществления
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
AT514718B1 (de) * 2013-09-11 2015-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises
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

Family Cites Families (10)

* 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
US3750299A (en) * 1969-01-22 1973-08-07 Plasser Bahnbaumasch Franz Track apparatus with laser beam reference
PL80694B1 (fr) 1970-06-15 1975-08-30
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
US4658730A (en) * 1983-12-28 1987-04-21 Canron Corp. Railroad correction apparatus
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
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

Also Published As

Publication number Publication date
CN1254778A (zh) 2000-05-31
JP2000144606A (ja) 2000-05-26
CA2288921C (fr) 2005-12-27
JP4086432B2 (ja) 2008-05-14
ATE283942T1 (de) 2004-12-15
ES2232106T3 (es) 2005-05-16
CA2288921A1 (fr) 2000-05-11
US6311624B1 (en) 2001-11-06
CN1124382C (zh) 2003-10-15
DK1001085T3 (da) 2005-02-14
DE59911186D1 (de) 2005-01-05
EP1001085A1 (fr) 2000-05-17

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