EP2147160B1 - Verfahren und maschine zur absenkung eines gleises - Google Patents

Verfahren und maschine zur absenkung eines gleises Download PDF

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Publication number
EP2147160B1
EP2147160B1 EP08716217A EP08716217A EP2147160B1 EP 2147160 B1 EP2147160 B1 EP 2147160B1 EP 08716217 A EP08716217 A EP 08716217A EP 08716217 A EP08716217 A EP 08716217A EP 2147160 B1 EP2147160 B1 EP 2147160B1
Authority
EP
European Patent Office
Prior art keywords
track
tracing point
longitudinal
longitudinal inclination
vertical profile
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
EP08716217A
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German (de)
English (en)
French (fr)
Other versions
EP2147160A1 (de
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 PL08716217T priority Critical patent/PL2147160T3/pl
Publication of EP2147160A1 publication Critical patent/EP2147160A1/de
Application granted granted Critical
Publication of EP2147160B1 publication Critical patent/EP2147160B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B27/20—Compacting the material of the track-carrying ballastway, e.g. by vibrating the track, by surface vibrators
    • 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
    • E01B35/08—Applications of measuring apparatus or devices for track-building purposes for measuring irregularities in longitudinal direction for levelling

Definitions

  • the invention relates to a method and a machine for the controlled lowering of a track according to the features cited in the respective preamble of claim 1 and 4 respectively.
  • track stabilizer machine is by US 5,172,637 known.
  • the measuring system has three measuring axles that can be moved on the track, each of which is assigned a transverse pendulum for detecting the bank's lateral inclination. In this way, the track bank present in front of the machine insert can be copied exactly, so that it is unchanged after the machine has been used.
  • GB 2 268 021 respectively.
  • GB 2 268 529 It is known to arrange in conjunction with a gravel cleaning two longitudinal pendulum ever on a chassis to determine the actual track before the removal of the ballast and restore them after the introduction of the cleaned ballast.
  • the object of the present invention is now to provide a method or a machine of the type mentioned, with or the track position after the track lowering is improved.
  • Fig. 1 a schematic side view of a track stabilizer with a measuring system for a controlled track lowering
  • Fig. 2 a schematic representation of the measuring system
  • Fig. 3, 4 each a further schematic representation of the track height profile.
  • An in Fig. 1 illustrated machine 1 for controlled lowering of a track 2 is also referred to as a track stabilizer.
  • the machine 1 has a supported on rail chassis 3 machine frame 4 and is movable by means of a motor 5 in a working direction 6.
  • a measuring system 10 has - seen with respect to the working direction 6 - on a front, a rear and an intermediately positioned middle scanning point 11, which can be unrolled on the track 2 for scanning the track height position. Between the front and rear scanning 11 two extending in the machine direction measuring jaws 12 are stretched, the altitude of which is sampled with respect to the track 2 on the middle scanning point 11.
  • each longitudinal pendulum 15 On each rail chassis 3, two longitudinal pendulum 15 are arranged, which are distanced from each other normal to the machine longitudinal direction. Each longitudinal pendulum 15 is used to measure a longitudinal inclination of the track 2. For the detection of the distance traveled, a distance sensor 13 is provided on the middle sampling 11. A control device 14 serves to store and process the measured values determined by the measuring system 10.
  • Fig. 2 the measuring system 10 is shown schematically.
  • the front scanning point 11 is guided on a provisional track position corrected by a tamping machine.
  • a lowering of the track 2 in the amount of a predetermined slump h relative to the measuring chord 12 is detected.
  • the rear scanning point 11 is guided along the final track position.
  • the control device 14 is designed to store the longitudinal inclination ⁇ and to form a current height profile 16 and to computationally determine a graspnpröfil 16 overlying, a desired position reproducing straight line compensation 17.
  • a current height profile 16 of the track 2 is formed for a track length of at least 10 meters that goes back from the rear scanning point 11 with respect to the working direction 6. Subsequently, the height profile 16 superimposed, a track target position reproducing rear equalizer 17 is calculated.
  • the rear scanning point 11 is mathematically guided along the virtual compensation straight line 17, so that at the middle scanning point 11 results in a corresponding compensation value for the computational position of the measuring chord 12. This position is decisive for determining the slump dimension h, which is the current height of the track lowering by the stabilization unit 8.
  • Fig. 3 is a front height profile 18 of the provisional, resulting from the clogging of the track 2 track position shown.
  • This front height profile 18 is known from measured values recorded by the tamping machine and transmitted to the control device 14. If this is not the case, the front height profile 18 can be scanned and stored by means of the longitudinal shuttle 15 provided on the front rail chassis 3 and equidistant measurements. Over a length of at least 10 meters, a front straight line 19 is calculated. Along this, the front scanning point 11 is mathematically guided in order to prevent the residual errors on the measuring system 10 from having a negative influence.
  • a setpoint position after the use of the stabilization unit 8 defining, parallel to the front straight line 19 extending target straight line 20 is formed.
  • the difference between this and the front height profile 18 gives the respective slump h for the lowering of the track 2.
  • either the frequency for the imbalance of the vibration drive or the distance of the imbalance is changed relative to the axis of rotation.
  • a difference determined between the desired position and the actual position of the track 2 at the middle scanning point 11 is used as the controlled variable for changing the dynamic impact force.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Paper (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
EP08716217A 2007-04-12 2008-03-04 Verfahren und maschine zur absenkung eines gleises Active EP2147160B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08716217T PL2147160T3 (pl) 2007-04-12 2008-03-04 Sposób i maszyna do obniżania toru kolejowego

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0056307A AT504517B1 (de) 2007-04-12 2007-04-12 Verfahren und maschine zur absenkung eines gleises
PCT/EP2008/001698 WO2008125168A1 (de) 2007-04-12 2008-03-04 Verfahren und maschine zur absenkung eines gleises

Publications (2)

Publication Number Publication Date
EP2147160A1 EP2147160A1 (de) 2010-01-27
EP2147160B1 true EP2147160B1 (de) 2011-12-28

Family

ID=39467225

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08716217A Active EP2147160B1 (de) 2007-04-12 2008-03-04 Verfahren und maschine zur absenkung eines gleises

Country Status (16)

Country Link
US (1) US8186070B2 (sr)
EP (1) EP2147160B1 (sr)
JP (1) JP2010523854A (sr)
KR (1) KR101596050B1 (sr)
CN (1) CN101657585B (sr)
AT (2) AT504517B1 (sr)
AU (1) AU2008238402B2 (sr)
BR (1) BRPI0810169B1 (sr)
CA (1) CA2679645C (sr)
DK (1) DK2147160T3 (sr)
EA (1) EA015007B1 (sr)
ES (1) ES2379026T3 (sr)
HR (1) HRP20120239T1 (sr)
PL (1) PL2147160T3 (sr)
RS (1) RS52207B (sr)
WO (1) WO2008125168A1 (sr)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT504517B1 (de) * 2007-04-12 2008-06-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur absenkung eines gleises
AT509481B1 (de) * 2010-08-27 2011-09-15 Plasser Bahnbaumasch Franz Messvorrichtung und verfahren zur abtastung von schwellen
CN102899993B (zh) * 2011-07-27 2014-09-24 常州市瑞泰工程机械有限公司 稳定道岔区轨道的作业方法
CN103866658B (zh) * 2012-12-14 2015-11-25 昆明中铁大型养路机械集团有限公司 一种正线道岔稳定车及其作业方法
AT514718B1 (de) * 2013-09-11 2015-06-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren für die Korrektur eines Gleises
PL2902546T3 (pl) * 2014-01-30 2018-03-30 Hp3 Real Gmbh Urządzenie do zagęszczania podsypki z tłucznia toru kolejowego
AT515208B1 (de) * 2014-02-20 2015-07-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine zur Durchführung von Gleislagekorrekturen und Verfahren
EP2960371B1 (de) * 2014-06-27 2017-08-09 HP3 Real GmbH Vorrichtung zum Vermessen von Gleisen
CN106012720B (zh) * 2016-07-22 2018-10-12 株洲时代电子技术有限公司 一种轨道动力稳定车作业方法
CN106120498B (zh) * 2016-07-22 2018-04-03 株洲时代电子技术有限公司 一种轨道动力稳定车作业系统
CA3032145A1 (en) * 2016-08-05 2018-02-08 Harsco Technologies LLC Rail vehicle having stabilizer workhead with powered axles
AT519003B1 (de) * 2016-12-19 2018-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Messvorrichtung und Verfahren zum Erfassen einer Gleisgeometrie
AT519575B1 (de) * 2017-02-15 2018-08-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleismessfahrzeug und Verfahren zur Erfassung einer vertikalen Gleislage
AT520795B1 (de) * 2017-12-21 2020-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine und Verfahren zum Nivellieren eines Gleises
AT520894B1 (de) 2018-01-22 2021-01-15 Hp3 Real Gmbh Verfahren zur Gleislageverbesserung durch eine gleisfahrbare Gleisstopfmaschine
CN112048952A (zh) * 2020-09-16 2020-12-08 中铁四局集团有限公司 一种高铁运营线无砟轨道破除及外运施工方法

Family Cites Families (34)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2434073C2 (de) * 1974-07-16 1982-03-18 Franz Plasser Bahnbaumaschinen-Industriegesellschaft mbH, 1010 Wien Verfahren zum Richten und bzw. oder Längsnivellieren von Eisenbahngleisen mittels einer schienenfahrbaren Gleisstopf-Richt-Nivelliermaschine und Vorrichtung zur Durchführung des Verfahrens
AT343165B (de) * 1975-01-31 1978-05-10 Plasser Bahnbaumasch Franz Fahrbare schotterbett-verdichtmaschine zur korrektur der gleislage
AT372725B (de) * 1981-02-12 1983-11-10 Plasser Bahnbaumasch Franz Gleisverfahrbare einrichtung zur lage-ermittlung zum nachbargleis
CA1276836C (en) * 1985-11-18 1990-11-27 Ra Nova Inc. Relaying railway switches
DE58902425D1 (de) * 1989-03-10 1992-11-12 Plasser Bahnbaumasch Franz Fahrbare gleisstopf-, nivellier- und richtmaschine mit verschwenkbaren stopfaggregaten.
AT400162B (de) * 1990-02-06 1995-10-25 Plasser Bahnbaumasch Franz Verfahren und gleisbaumaschine zur messung des querverschiebewiderstandes
AT401398B (de) * 1990-02-06 1996-08-26 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisbaumaschine zum verdichten der schotterbettung
US5025566A (en) * 1990-03-09 1991-06-25 Fiechter Rene A Electronic gage and levelmeter
US5172637A (en) * 1991-02-01 1992-12-22 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing machine for the controlled lowering of the track
AT402952B (de) * 1991-03-26 1997-10-27 Plasser Bahnbaumasch Franz Gleisbaumaschine zum kontrollierten absenken einesgleises
US5094004A (en) * 1991-06-21 1992-03-10 The United States Of America As Represented By The Secretary Of The Army Railroad track gager/leveler/linear measurer
AT403387B (de) 1992-06-19 1998-01-26 Plasser Bahnbaumasch Franz Maschine zur behandlung der schotterbettung
AT401399B (de) * 1992-06-19 1996-08-26 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einem laser-bezugsystem
DE59307342D1 (de) * 1993-01-29 1997-10-16 Plasser Bahnbaumasch Franz Maschine zum Erneuern bzw. Reinigen einer Schotterbettung
DE9305927U1 (de) * 1993-04-20 1994-05-26 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H., Wien Maschine zum Erneuern bzw. Verlegen eines Eisenbahngleises
USRE35788E (en) * 1994-06-13 1998-05-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H Method of and arrangement for rehabilitating a ballast bed of a track
JP3486239B2 (ja) * 1994-11-11 2004-01-13 東日本旅客鉄道株式会社 軌道狂い測定装置及び方法並びに曲率測定方法
AT409979B (de) * 1997-10-06 2002-12-27 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einem bezugsystem zur steuerung eines arbeitsaggregates und verfahren
US6154973A (en) * 1998-03-27 2000-12-05 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method for correcting the track geometry of a track
FR2798347B1 (fr) * 1999-09-09 2001-11-30 Matisa Materiel Ind Sa Vehicule de mesure de l'etat geometrique d'une voie ferree
AT3879U3 (de) * 2000-06-09 2001-03-26 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT3878U3 (de) * 2000-06-09 2001-02-26 Plasser Bahnbaumasch Franz Maschine und verfahren zum entfernen eines altgleises und zur verlegung eines neugleises
AT3917U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT3918U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zur erneuerung eines gleises
AT3919U3 (de) * 2000-07-13 2001-08-27 Plasser Bahnbaumasch Franz Maschine zum abbau eines alten und verlegen eines neuen gleises
JP2002146702A (ja) * 2000-11-08 2002-05-22 Nagoya Railroad Co Ltd 道床のつき固め方法及び道床のつき固め装置
AT5769U3 (de) * 2002-09-05 2003-09-25 Plasser Bahnbaumasch Franz Maschine zum abbau und verlegen eines gleises und verfahren
GB0402643D0 (en) * 2004-02-09 2004-03-10 Jarvis Fastline Ltd Rail track delivery and removal
DK1650348T3 (da) * 2004-09-22 2008-06-09 Plasser Bahnbaumasch Franz Fremgangsmåde til aftastning af et sporunderlag
ATE486169T1 (de) * 2005-08-11 2010-11-15 Plasser Bahnbaumasch Franz Maschine zum erneuern eines gleises
AT504517B1 (de) * 2007-04-12 2008-06-15 Plasser Bahnbaumasch Franz Verfahren und maschine zur absenkung eines gleises
ES2308949B2 (es) * 2008-06-10 2010-02-11 Tecsa Empresa Constructora, S.A. "maquina de descarga y posicionado de carriles sobre traviesas en vias ferreas".
ES2319953B1 (es) * 2008-10-21 2010-07-07 Tecsa Empresa Constructora, S.A. Dispositivo para descarga y colocacion de carriles en una via paralela a otra existente.
DE102009051583A1 (de) * 2009-10-21 2011-04-28 IPR-Intelligente Peripherien für Roboter GmbH Robotersystem und Verfahren zum Verlegen eines Schienenstrangs

Also Published As

Publication number Publication date
AT504517B1 (de) 2008-06-15
ES2379026T3 (es) 2012-04-20
US20100018432A1 (en) 2010-01-28
KR20090129467A (ko) 2009-12-16
US8186070B2 (en) 2012-05-29
AU2008238402B2 (en) 2013-05-02
CA2679645C (en) 2014-10-28
RS52207B (sr) 2012-10-31
EP2147160A1 (de) 2010-01-27
PL2147160T3 (pl) 2012-05-31
CA2679645A1 (en) 2008-10-23
DK2147160T3 (da) 2012-04-02
JP2010523854A (ja) 2010-07-15
ATE539198T1 (de) 2012-01-15
AU2008238402A1 (en) 2008-10-23
CN101657585B (zh) 2012-06-27
BRPI0810169B1 (pt) 2018-07-03
CN101657585A (zh) 2010-02-24
BRPI0810169A2 (pt) 2014-12-30
EA200901287A1 (ru) 2010-04-30
AT504517A4 (de) 2008-06-15
HRP20120239T1 (hr) 2012-04-30
WO2008125168A1 (de) 2008-10-23
EA015007B1 (ru) 2011-04-29
KR101596050B1 (ko) 2016-02-19

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