EP0748898B1 - Maschine zum Stabilisieren eines Gleises - Google Patents

Maschine zum Stabilisieren eines Gleises Download PDF

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Publication number
EP0748898B1
EP0748898B1 EP96890080A EP96890080A EP0748898B1 EP 0748898 B1 EP0748898 B1 EP 0748898B1 EP 96890080 A EP96890080 A EP 96890080A EP 96890080 A EP96890080 A EP 96890080A EP 0748898 B1 EP0748898 B1 EP 0748898B1
Authority
EP
European Patent Office
Prior art keywords
machine
track
longitudinal direction
stabilizing
vibrations
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
EP96890080A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0748898A1 (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
Publication of EP0748898A1 publication Critical patent/EP0748898A1/de
Application granted granted Critical
Publication of EP0748898B1 publication Critical patent/EP0748898B1/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
    • E01B27/20—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
    • 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

Definitions

  • the invention relates to a machine for stabilizing a rail and sleepers formed track, with a supported on rail bogies Machine frame and two by height adjustment drives on Machine frame hinged, rollable on the track and in the machine longitudinal direction Stabilizing units arranged one behind the other one vibration exciter connected to a drive Generation of perpendicular to the machine longitudinal direction Vibrations is assigned.
  • Such a machine also commonly referred to as a track stabilizer is described in the article “Experiences and results from the use of the dynamic Track stabilizers "in the magazine” Eisenbahntechnische Rundschau “, October 1987, pages 663 - 667 the stabilizers located on the rail bogies in operation with the help of a total of eight track rollers and to the Roller plates on the outside of the rail heads engaged with the rails of the track.
  • the two synchronized vibrating units move the machine forward the track in horizontal and perpendicular to the machine longitudinal direction running, rectified vibrations.
  • the vibration frequency is adjustable from 0 to 45 Hz, the total impact is depending on Frequency 0 to about 350 kN.
  • the track grille becomes vertical at the same time charged.
  • the maximum load is 360 kN.
  • the bedding body is compressed between and below the thresholds. This compression does not create just one artificially induced setting of the track, but as an essential Effect an increased, flush stiction between the thresholds and the highly compressed structure of the ballast bed and thus maximization of the cross-slide resistance.
  • the unbalance exciters of the stabilizing units acting hydrostatic Infinitely variable drive design.
  • Vibration emissions caused by the vibrating track grating which, as a result of numerous studies, have no harmful effects effect on structures immediately adjacent to the track, call however, especially in the city area with passers-by and residents in ignorance the work process feelings of fear and the like negative impressions forth.
  • the object of the present invention is to create a machine of the type described at the outset, with which the vibrations of the Stabilization units caused vibration emissions immediately Areas adjacent to the track embankment can be reduced.
  • the vibration exciters are two Stabilization units with each other through a mechanical coupling connected.
  • the extent of the phase shift is thus exactly constant to keep.
  • each vibration exciter two around one in the machine longitudinal direction and horizontally Axis rotating in opposite directions to generate horizontal, sinusoidal vibrations is formed.
  • the Horizontal shift of those generated by the stabilization units Level vibrations 180 °. This is an optimal one Reduction of the vibration emissions emitted to the track environment guaranteed.
  • a track stabilizer Machine 1 for compacting the ballast bedding of a track 2 exists from a machine frame 4 supported on rail bogies 3, which is assigned an energy unit 5 with a travel drive 6 and driving cabins 7 are. Between the two rail carriages arranged at the ends 3 and below the machine frame 4 are two by height adjustment drives 8 adjustable in the vertical direction, in the machine longitudinal direction Stabilizing units 9 arranged one behind the other are provided. For control a reference system 10 serves to lower the track.
  • Each stabilization unit 9 is a vibration exciter 11 for generation horizontal or parallel to the track level and in the cross machine direction assigned to vibrations.
  • the vibration exciter 11 both stabilization units 9 are by a mechanical clutch 12 connected to each other in the form of a cardan shaft and by a drive 13 rotatable.
  • each vibration exciter 11 is made of two by one common axis running in the machine longitudinal direction and horizontally 14 counter-rotating imbalances 15 at the same speed Generation of horizontal sinusoidal vibrations formed across the Machine direction are directed. If there is an imbalance 15 The second unbalance is at the highest point in the orbit 15 at the same moment at its deepest, i.e. offset by 180 °, Point.
  • Each stabilization unit 9 lies through (a total of four) flanged wheels 16 on rails 17 of track 2. Two each in the cross machine direction opposite flanged wheels 16 are with connected to a hydraulic expansion drive 18. The two imbalances 15 are in a unit housing connected to the height adjustment drives 8 19 stored.
  • each roller tongs 20 by one in Machine longitudinal axis 21 pivotable on the unit housing 19 stored. This pivoting is done by a hydraulic Drive 22.
  • a hydraulic Drive 22 At the lower end of each roller tongs 20 is a an axis 23 rotatable roller table 24.
  • the flanged wheels 16 For transmitting the swinging movements on the track 2 with the help of the spreading drive 18 are the flanged wheels 16 to press against the respectively assigned rail 17. Under charge The drives 22 are pressed against the roller table 24 Rail head outer sides.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Soil Working Implements (AREA)
  • Railway Tracks (AREA)
  • Laminated Bodies (AREA)
  • Braking Arrangements (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Hydraulic Turbines (AREA)
  • Vibration Prevention Devices (AREA)
  • Micro-Organisms Or Cultivation Processes Thereof (AREA)
EP96890080A 1995-06-16 1996-05-06 Maschine zum Stabilisieren eines Gleises Expired - Lifetime EP0748898B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1035/95 1995-06-16
AT103595 1995-06-16

Publications (2)

Publication Number Publication Date
EP0748898A1 EP0748898A1 (de) 1996-12-18
EP0748898B1 true EP0748898B1 (de) 1998-07-15

Family

ID=3505213

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96890080A Expired - Lifetime EP0748898B1 (de) 1995-06-16 1996-05-06 Maschine zum Stabilisieren eines Gleises

Country Status (17)

Country Link
US (1) US5617794A (ru)
EP (1) EP0748898B1 (ru)
JP (1) JP3746104B2 (ru)
KR (1) KR100379854B1 (ru)
CN (1) CN1083517C (ru)
AT (1) ATE168428T1 (ru)
AU (1) AU703277B2 (ru)
CA (1) CA2179142C (ru)
CZ (1) CZ285287B6 (ru)
DE (1) DE59600339D1 (ru)
DK (1) DK0748898T3 (ru)
ES (1) ES2121467T3 (ru)
IN (1) IN187026B (ru)
PL (1) PL180779B1 (ru)
RU (1) RU2114233C1 (ru)
UA (1) UA42744C2 (ru)
ZA (1) ZA965094B (ru)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ297657B6 (cs) * 2003-03-19 2007-02-28 Mth Praha A. S. Zpusob kontrolovaného snižování koleje a stroj k provádení tohoto zpusobu
AT500949B8 (de) 2004-10-01 2007-02-15 Plasser Bahnbaumasch Franz Maschine zur durchführung einer gleislagekorrektur
US7531469B2 (en) * 2004-10-23 2009-05-12 Applied Materials, Inc. Dosimetry using optical emission spectroscopy/residual gas analyzer in conjunction with ion current
WO2008009314A1 (de) * 2006-07-20 2008-01-24 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Verfahren und maschine zum stabilisieren eines gleises
CN102486018A (zh) * 2010-12-03 2012-06-06 襄樊金鹰轨道车辆有限责任公司 一种轨道稳定装置
CN102486017A (zh) * 2010-12-03 2012-06-06 襄樊金鹰轨道车辆有限责任公司 轨道稳定装置
US8505459B2 (en) * 2011-01-07 2013-08-13 Harsco Corporation Vertical force stabilizer
CN102899992B (zh) * 2011-07-29 2015-09-23 常州市瑞泰工程机械有限公司 轨道稳定机械
CN102720101B (zh) * 2012-05-22 2015-07-08 昆明中铁大型养路机械集团有限公司 线路捣固稳定车及道岔稳定方法
US9441330B2 (en) 2013-02-25 2016-09-13 Harsco Corporation Device for generating vertical force with rotating mass
CN104775339B (zh) * 2014-01-10 2017-01-11 中国铁建高新装备股份有限公司 米轨多功能动力稳定车
JP5771341B1 (ja) * 2014-01-27 2015-08-26 西日本旅客鉄道株式会社 軌陸両用車の軌道地固め機
CN104562873B (zh) * 2014-12-26 2016-10-12 中车北京二七机车有限公司 铁路轨道稳定装置
AT517999B1 (de) * 2015-11-20 2018-05-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfaggregat und Verfahren zum Stopfen eines Gleises
AT518023B1 (de) * 2015-12-02 2018-04-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Stopfmaschine sowie Verfahren zur Durchführung einer Lagekorrektur eines Gleises
WO2018026895A1 (en) * 2016-08-05 2018-02-08 Harsco Technologies LLC Rail vehicle having stabilizer workhead with powered axles
FR3076840B1 (fr) * 2018-01-15 2020-01-03 Matisa Materiel Industriel S.A. Dispositif d'arrimage d'un appareil de voie ferree ameliore
AT16604U1 (de) * 2018-02-13 2020-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Maschine zum Stabilisieren eines Gleises
AT521481B1 (de) * 2018-10-24 2020-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Verfahren und Vorrichtung zum Stabilisieren eines Gleises

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1149304B (de) * 1957-04-03 1963-05-22 Losenhausenwerk Duesseldorfer Bodenverdichter mit einem Unwuchtruettler zur Erzeugung gerichteter Schwingungen
US4094251A (en) * 1974-01-04 1978-06-13 Frank Plasser Bahnbaummaschinen-Industriegesellschaft M.B.H. Mobile track tamping machine
US4046078A (en) * 1975-01-31 1977-09-06 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Track surfacing apparatus
AT343165B (de) * 1975-01-31 1978-05-10 Plasser Bahnbaumasch Franz Fahrbare schotterbett-verdichtmaschine zur korrektur der gleislage
AT345881B (de) * 1975-08-18 1978-10-10 Plasser Bahnbaumasch Franz Fahrbare maschine zum kontinuierlichen nivellieren und verdichten der schotterbettung eines gleises
AT356165B (de) * 1978-05-11 1980-04-10 Plasser Bahnbaumasch Franz Gleisstopfmaschine mit gleishebe- und seiten- richtvorrichtung, insbesondere fuer weichen- bereiche
AT367480B (de) * 1980-06-04 1982-07-12 Plasser Bahnbaumasch Franz Gleisbearbeitungsmaschine mit sicherheitseinrichtung
AT371170B (de) * 1981-01-16 1983-06-10 Plasser Bahnbaumasch Franz Gleisverfahrbare maschine zum verdichten, insbesondere gleisnivellierstopfmaschine, mit stabilisitationsaggregat
AT402519B (de) * 1990-02-06 1997-06-25 Plasser Bahnbaumasch Franz Kontinuierlich verfahrbare gleisbaumaschine zum verdichten der schotterbettung eines gleises
EP0616077B1 (de) * 1993-03-17 1997-08-13 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Maschine zum Verdichten der Schotterbettung eines Gleises
KR101211573B1 (ko) * 2011-04-29 2012-12-12 주식회사 금영 커닝 기술을 이용한 노래 반주 장치 및 노래 반주 장치에서의 가사 표시 방법

Also Published As

Publication number Publication date
DE59600339D1 (de) 1998-08-20
PL314405A1 (en) 1996-12-23
US5617794A (en) 1997-04-08
EP0748898A1 (de) 1996-12-18
CZ153596A3 (en) 1997-01-15
CA2179142A1 (en) 1996-12-17
AU703277B2 (en) 1999-03-25
AU5596996A (en) 1997-01-02
ATE168428T1 (de) 1998-08-15
DK0748898T3 (da) 1998-11-16
JP3746104B2 (ja) 2006-02-15
KR970001003A (ko) 1997-01-21
ES2121467T3 (es) 1998-11-16
IN187026B (ru) 2001-12-29
JPH093803A (ja) 1997-01-07
UA42744C2 (ru) 2001-11-15
PL180779B1 (pl) 2001-04-30
CZ285287B6 (cs) 1999-06-16
CN1083517C (zh) 2002-04-24
ZA965094B (en) 1997-01-22
CA2179142C (en) 2005-08-02
RU2114233C1 (ru) 1998-06-27
KR100379854B1 (ko) 2003-06-02
CN1147584A (zh) 1997-04-16

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