EP0652325B1 - Gleisbaumaschine zur Korrektur der Gleislage - Google Patents

Gleisbaumaschine zur Korrektur der Gleislage Download PDF

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Publication number
EP0652325B1
EP0652325B1 EP94890158A EP94890158A EP0652325B1 EP 0652325 B1 EP0652325 B1 EP 0652325B1 EP 94890158 A EP94890158 A EP 94890158A EP 94890158 A EP94890158 A EP 94890158A EP 0652325 B1 EP0652325 B1 EP 0652325B1
Authority
EP
European Patent Office
Prior art keywords
track
measuring
machine frame
machine
lining
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
EP94890158A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0652325A3 (de
EP0652325A2 (de
Inventor
Josef Theurer
Gernot Böck
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
Publication of EP0652325A2 publication Critical patent/EP0652325A2/de
Publication of EP0652325A3 publication Critical patent/EP0652325A3/de
Application granted granted Critical
Publication of EP0652325B1 publication Critical patent/EP0652325B1/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
    • 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
    • E01B35/02—Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves
    • E01B35/04—Wheeled apparatus
    • 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 track construction machine for correcting the track position a directional drives based on rail trolleys for lateral Machine position correction with track position correction and rollable on a track Measuring car with the machine frame serving as a reference base as well as a reference system with sensors to record the actual track position form.
  • the AT 394 742 already includes a track tamping machine for correcting the Track position is known, the end of which is supported on rail bogies Machine frame as the reference basis of a machine's own reference system serves to determine the misalignment errors.
  • a track stabilizer with two between Rail bogies arranged stabilization units known.
  • a machine's own Reference system provided, which essentially consists of in the machine longitudinal direction spaced from each other and on the Track rollable measuring car and a straightening and leveling string.
  • the reference basis of the directional reference system also through the machine frame of the track stabilizer be educated.
  • the object of the present invention is now to create a Track construction machine of the generic type, the reference system of which is used improved accuracy of the machine frame as a reference base having.
  • this object is achieved with a generic track construction machine solved in such a way that with respect to the working direction at the front and one at the rear end of the reference system Bank slope measuring device assigned and a pressure sensor for detection the directional forces of the directional drives is provided.
  • Bank slope measuring device assigned and a pressure sensor for detection the directional forces of the directional drives is provided.
  • the training according to claim 2 is a very practical application guaranteed at which any inaccuracy factor is reliable is excluded.
  • the embodiment according to claim 3 is structurally very simple and also provides most accurate measurement results.
  • the arrangement of two devices for measuring the bank has the special advantage that with a twisting of the machine frame conditional measurement errors can be compensated.
  • the track construction machine 1 shown in FIG. 1 is used as a directional straightener and Leveling machine designed and has one, with two rail bogies 2,3 movable on the track consisting of rails 4,5 and sleepers 6 Machine frame 7 on.
  • the working direction of the machine 1 is illustrated by an arrow 8.
  • the machine 1 is equipped with a track straightening and lifting unit 11, which with the machine frame 7 via a hydraulic lifting drive 12 adjustable in height and via a hydraulic directional drive 13 on the side after adjustable, each articulated.
  • the front end of the Track straightening and lifting unit 11 is also on a bracket 14 of the machine frame 7 articulated.
  • As track correction tools are on Track straightening and lifting unit 11 two flanged straightening rollers per rail 4.5 15 and four lifting rollers 16 are arranged, which for roller pliers-like Attack on the outside and inside of the rail head with respect to the Rails 4 and 5 are arranged opposite one another in pairs.
  • the machine 1 is also per rail with a purely schematic representation and with the machine frame 7 via a hydraulic height adjustment drive 17 lifting and lowering connected tamping unit 18.
  • a hydraulic height adjustment drive 17 lifting and lowering connected tamping unit 18.
  • the machine 1 has a conventional one for determining the track height Leveling reference system 21, one of a tension wire per rail 4.5 formed level reference straight line 22 includes the front and rear End each over a rod 23 with one on the uncorrected or corrected track guided measuring car 24 or 26 is connected. Another, Measuring car 25 guided on the track is between the track straightening and lifting unit 11 and the tamping unit 18 arranged. With this measuring car 25 a sensor 27 is connected per rail, which by means of its fork-shaped sensor arm in a known manner with the relevant Level reference straight line 22 cooperates.
  • the one supplied by the sensor 27 Measured value which is the height difference of the track position in the area of Measuring carriage 25 to the level reference straight line embodying the desired track level 22 indicates, is for indirect or direct activity the lifting drive 12 is used, which the track by means of the lifting rollers 16 of the track straightening and lifting unit 11 up to the intended target level lifts.
  • a device 28, 29 connected to the measurement the bank provided.
  • This reference system 30 essentially consists of that which serves as a reference basis Machine frame 7, each via flange rollers 31 on the rails 4.5 rollable measuring trolleys 24, 25 and 26 and sensors 32, 33 and 34 together.
  • Each with a corresponding extension 40 directly with the Machine frame 7 connected sensor 32, 33, 34 is a roll potentiometer trained, the adjustment part with the help of a transmitter cable 35 is rotatable about a vertical or horizontal axis. Every encoder cable 35 is forming a fastening point 36 directly with the measuring car 24,25,26 connected.
  • this potentiometer for example a non-contact measuring device can also be used.
  • the front and rear measuring car 24,26 is a bank measurement device 37.38 assigned. All measuring cars 24 to 26 are in in a known, not shown manner on one of the two rails 4.5 (reference rail) pressed to switch off the track play.
  • All mounting points 36 of the transmitter cables 35 are - based on a horizontal formed by the wheel contact points of the rail carriages 2, 3 Reference level 41 - at the same height, i.e. in a to the reference plane parallel plane positioned. This ensures that all three attachment points 36 experience the same lateral deviation when the machine frame 7 is subject to a bank. This is also in this case Measurement errors excluded.
  • the following advantages result from the use of the reference system 30 according to the invention for the lateral track position correction: Due to the lack of a steel or light chord, the working tools of the machine 1 cannot be influenced. The tendon follow-up controls on the front and rear measuring carriages, which are complex in turnout tamping machines, are no longer required. The tamping units can also be safely moved beyond the middle of the track.
  • the reference system 30 can be constructed with proven, conventional mechanical and electrical components. Simple roll sensors are sufficient for data acquisition. A measurement error caused by the sag of the steel chord in ramps and track bends is eliminated.
  • the difference between the front and rear sensors 32, 34 (Hm - Vm).
  • the difference value is multiplied in an adaptation element 43 with the system constant K.
  • a further differential element 44 that too is set up for an adjustment of the total zero value, a difference is formed to the directional deviation determined by the middle sensor 33 Ra.
  • the cross-slope measuring devices 37, 38 or another measuring device 45 (which is the level reference system 21 is assigned) the respective bank of the assigned test vehicle 24, 25, 26 recorded.
  • the subordinate adaptation elements 46 a corresponding influence on the measured value according to the design-related side deviation of the attachment point 36 depending from the bank.
  • the measured value is influenced in accordance with the design-related Factor a / L or b / L.
  • a detection takes place in a further differential element 49 the leveling force (e.g. through the pressure difference).
  • the finally in a further differential element 50 summed and compensated measured values are used to carry out the required lateral track position correction Actuation of the respective directional drive 13 a hydraulic Servo circuit fed. At the same time, the respective is displayed Guide value.
  • Stabilization unit can be used as a device for lateral track position correction.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
  • Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
  • Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Machine Tool Units (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Control Of Position, Course, Altitude, Or Attitude Of Moving Bodies (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP94890158A 1993-11-05 1994-09-30 Gleisbaumaschine zur Korrektur der Gleislage Expired - Lifetime EP0652325B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT224693 1993-11-05
AT2246/93 1993-11-05

Publications (3)

Publication Number Publication Date
EP0652325A2 EP0652325A2 (de) 1995-05-10
EP0652325A3 EP0652325A3 (de) 1996-05-29
EP0652325B1 true EP0652325B1 (de) 1999-05-19

Family

ID=3530748

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94890158A Expired - Lifetime EP0652325B1 (de) 1993-11-05 1994-09-30 Gleisbaumaschine zur Korrektur der Gleislage

Country Status (16)

Country Link
US (1) US5481982A (ja)
EP (1) EP0652325B1 (ja)
JP (1) JP3609861B2 (ja)
CN (1) CN1066509C (ja)
AT (1) ATE180297T1 (ja)
AU (1) AU672921B2 (ja)
CA (1) CA2135036C (ja)
CZ (1) CZ281099B6 (ja)
DE (1) DE59408278D1 (ja)
ES (1) ES2133526T3 (ja)
FI (1) FI108660B (ja)
HU (1) HU217053B (ja)
PL (1) PL175928B1 (ja)
RU (1) RU2097471C1 (ja)
SK (1) SK280471B6 (ja)
UA (1) UA29439C2 (ja)

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT409979B (de) * 1997-10-06 2002-12-27 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einem bezugsystem zur steuerung eines arbeitsaggregates und verfahren
DE59907764D1 (de) * 1998-03-27 2003-12-24 Plasser Bahnbaumasch Franz Verfahren zur Gleislagekorrektur
US6089163A (en) * 1998-09-22 2000-07-18 Williams; Barnett Apparatus for adjusting the distance between rails
AT3877U3 (de) * 2000-06-09 2001-03-26 Plasser Bahnbaumasch Franz Stopfmaschine
FR2812671B1 (fr) * 2000-08-01 2006-07-14 Alstom Procede de guidage d'un dispositif destine a inserer des elements dans le sol pour la realisation d'un ouvrage et dispositif d'insertion d'au moins un element dans le sol utilisant un tel procede de guidage
AT5982U3 (de) * 2002-11-13 2003-12-29 Plasser Bahnbaumasch Franz Verfahren zur abtastung eines bettungsprofiles
US6804621B1 (en) * 2003-04-10 2004-10-12 Tata Consultancy Services (Division Of Tata Sons, Ltd) Methods for aligning measured data taken from specific rail track sections of a railroad with the correct geographic location of the sections
EP2957674B1 (de) * 2014-06-18 2017-10-11 HP3 Real GmbH Verfahren zum Betreiben einer auf einer Gleisanlage verfahrbaren Oberbaumaschine
RU2565429C1 (ru) * 2014-08-07 2015-10-20 Акционерное общество "Транспутьстрой" Система для управления выправкой железнодорожного пути
AT516248B1 (de) * 2014-12-12 2016-04-15 System 7 Railsupport Gmbh Verfahren zur Kalibrierung einer Vorrichtung zum Vermessen von Gleisen
AT519316B1 (de) * 2016-11-04 2019-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine mit Gleislagemesssystem
AT519218B1 (de) * 2017-02-06 2018-05-15 Hp3 Real Gmbh Verfahren zur Optimierung einer Gleislage
AT519575B1 (de) * 2017-02-15 2018-08-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleismessfahrzeug und Verfahren zur Erfassung einer vertikalen Gleislage
CN108001975B (zh) * 2017-11-30 2019-05-31 华东交通大学 一种单轨运输机导轨摆正装置
AT520795B1 (de) 2017-12-21 2020-03-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine und Verfahren zum Nivellieren eines Gleises
CN110130167A (zh) * 2018-02-08 2019-08-16 中国铁建高新装备股份有限公司 一种铁路轨道几何参数测量装置及起拨道控制方法
CN110453552A (zh) * 2019-08-21 2019-11-15 长沙瀚鹏电子技术有限公司 一种铁路道岔捣固车三轨同步起道的实现方法和装置
CN112941992A (zh) * 2021-02-02 2021-06-11 北京铁科特种工程技术有限公司 一种新建有砟铁路的轨道平顺性自动捣固***

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3646503A (en) * 1970-04-13 1972-02-29 Gen Electric Handling means for a cable termination housing having stress isolating means between the housing and the handling means
US3952665A (en) * 1975-03-28 1976-04-27 Canron, Inc. Device for laterally displacing a railroad track
AT382410B (de) * 1983-11-16 1987-02-25 Plasser Bahnbaumasch Franz Einrichtung zur hoehenlage- und querneigungskorrektur eines gleises
AT402519B (de) * 1990-02-06 1997-06-25 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisbaumaschine zum verdichten der schotterbettung eines gleises
AT394742B (de) * 1990-02-06 1992-06-10 Plasser Bahnbaumasch Franz Gleisstopfmaschine
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

Also Published As

Publication number Publication date
CN1066509C (zh) 2001-05-30
SK280471B6 (sk) 2000-02-14
CA2135036A1 (en) 1995-05-06
US5481982A (en) 1996-01-09
CN1105082A (zh) 1995-07-12
HU9403156D0 (en) 1994-12-28
CZ252394A3 (en) 1995-05-17
CA2135036C (en) 2005-01-18
AU7420394A (en) 1995-05-18
PL175928B1 (pl) 1999-03-31
FI945211A (fi) 1995-05-06
JP3609861B2 (ja) 2005-01-12
JPH07189206A (ja) 1995-07-28
ATE180297T1 (de) 1999-06-15
UA29439C2 (uk) 2000-11-15
HU217053B (hu) 1999-11-29
EP0652325A3 (de) 1996-05-29
SK125794A3 (en) 1996-09-04
CZ281099B6 (cs) 1996-06-12
PL305700A1 (en) 1995-05-15
FI108660B (fi) 2002-02-28
HUT71036A (en) 1995-11-28
DE59408278D1 (de) 1999-06-24
EP0652325A2 (de) 1995-05-10
FI945211A0 (fi) 1994-11-04
RU94039541A (ru) 1996-12-20
RU2097471C1 (ru) 1997-11-27
ES2133526T3 (es) 1999-09-16
AU672921B2 (en) 1996-10-17

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