EP0107833A1 - Vorrichtung zur Messung wellenförmiger Deformationen der Schienenrolloberfläche eines Eisenbahngleises - Google Patents

Vorrichtung zur Messung wellenförmiger Deformationen der Schienenrolloberfläche eines Eisenbahngleises Download PDF

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Publication number
EP0107833A1
EP0107833A1 EP83110242A EP83110242A EP0107833A1 EP 0107833 A1 EP0107833 A1 EP 0107833A1 EP 83110242 A EP83110242 A EP 83110242A EP 83110242 A EP83110242 A EP 83110242A EP 0107833 A1 EP0107833 A1 EP 0107833A1
Authority
EP
European Patent Office
Prior art keywords
rail
deformations
wavelength
chassis
wave
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
EP83110242A
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English (en)
French (fr)
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EP0107833B1 (de
Inventor
Romolo Panetti
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.)
Speno International SA
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Speno International SA
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Publication date
Application filed by Speno International SA filed Critical Speno International SA
Priority to AT83110242T priority Critical patent/ATE20924T1/de
Publication of EP0107833A1 publication Critical patent/EP0107833A1/de
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Publication of EP0107833B1 publication Critical patent/EP0107833B1/de
Expired 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61K—AUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K9/00—Railway vehicle profile gauges; Detecting or indicating overheating of components; Apparatus on locomotives or cars to indicate bad track sections; General design of track recording vehicles
    • B61K9/08—Measuring installations for surveying permanent way
    • 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 present invention relates to a device for measuring the wave deformations of the running surface of the rails of a railroad track.
  • deformations are classified essentially according to their causes and effects in different wavelength ranges (short waves from 3 to 30 cm, and long waves from 30 cm to 3 m).
  • This control is carried out by means of appropriate measuring devices equipping an autonomous measurement vehicle or the rectification vehicle itself.
  • Known measuring devices include one or more distance detectors, mechanical or electronic or other, mounted on a frame which serves as a reference base and bears on the running surface of the rail, either by means of rollers or by one or two pads rigidly fixed to this chassis.
  • Such measuring devices are described for example in patents CH 630,015 or FR 2,485,183.
  • the surface of the rail comprises deformations of long wavelength to which superimposed deformations of short wavelength.
  • the output signal delivered by the distance detector d carried by the reference base r is not only a function of the short or long wave undulations of the rail, but also of the position of the reference base r with respect to this rail which is modified, during the movement of the chassis along the rail, by the wave deformations of the rail. Indeed, the chassis follows, by its rollers or its skids, the peaks and valleys of wave deformations thus modifying the position of the reference base, and therefore its distance from the rail so that the measurement made by the detector d is affected.
  • the object of the present invention is to provide a device for measuring the wave deformations of the running surface of the rails of a railroad which is of simple construction, of adjustment and of easy maintenance and whose position of the reference base is not influenced by wave deformations of short wavelength, and which allows the determination of wave wear long wave, as well as short wave.
  • the present measuring device is distinguished by the characteristics listed in claim 1.
  • FIG. 3 illustrates a first embodiment of the measuring device resting on a rail and connected to a railway vehicle.
  • Figures 4 and 5 illustrate the measuring device of Figure 1 in a valley, respectively on a vertex of a wave deformation of long wavelength of the rail.
  • FIG. 6 schematically illustrates the processing of the signal delivered by the distance detector of the measuring device of FIGS. 3 to 5.
  • FIG. 7 schematically illustrates a second embodiment of the measuring device.
  • FIG. 8 illustrates a variant of the oscillating pads of the measuring device.
  • the device for measuring the wave deformations of a rail illustrated in FIGS. 3 to 6 comprises a chassis 1 carrying at least one distance detector 2, mechanical, electronic or other, delivering a signal representative of the distance separating the reference base , constituted by the position in space of the chassis 1, of a point on the surface of the rail 3.
  • this rail comprises wave deformations of short wavelength e superimposed on wave deformations of long wavelength L.
  • This frame 1 of the measuring device bears on the surface of the rail 3 by means of two pads 4, 4 ′ articulated on the frame around axes 5, 5 ′ normal to the longitudinal axis of the rail. These axes are preferably substantially parallel to the running surface of the rail.
  • each shoe 4, 4 ′ in the longitudinal direction of the rail is at least equal to twice the wavelength l of the short wave deformations which it is desired to measure with precision. Therefore, each shoe 4, 4 'always rests on at least two successive ridges of these short wave deformations and each shoe 4, 4' tilts so as to be positioned substantially along a tangent to the undulation of the large rail. wavelength at the right of its axis of articulation 5, 5 '.
  • the position of the reference base for the measurement determined by the position in space of the chassis 1, is independent of the wave deformations of short wavelengths and only depends on wave deformations of long wavelengths L.
  • the distance between the articulations of the two skids is at least equal to twice the wavelength of the short wavelength ripples that it is desired to measure with precision, this that is to say the length of an oscillating pad 4, 4 ′, but at most equal to the wavelength of the longest wave deformations.
  • the signal delivered by the distance detector 2 is a signal representative of the amplitude of the long wave deformations modulated by the amplitude of the short wave deformations. It is therefore a simple measurement signal comprising a low frequency component corresponding to long wave deformations independent of short wave deformations and a high frequency component corresponding to short wave deformations independent of long wave deformations.
  • this measurement signal is therefore very simple, it suffices to amplify it at 6, then to separate the high and low frequency components using a part of a high pass filter 7 and d on the other hand using a low pass filter 8 to obtain signals f and F representative of the wave deformations of short wavelengths respectively of long wavelengths.
  • These signals f and F supply two inputs to a recorder, the strip 9 of which travels at a speed proportional to the speed of the measurement vehicle. This is obtained in a known manner by a pulse generator 10 driven by a wheel R of the towing vehicle supplying a stepping motor 11 driving the paper strip of the recorder.
  • the second embodiment of the measuring device illustrated in Figure 7 also includes a frame 1 provided, as in the first embodiment, pads 4, 4 'articulated on axes.
  • the center distance between the pivot axes of the pads 4, 4 'and the length of these pads are determined in the same way as in the first embodiment.
  • the chassis 1 carries three distance detectors ya, yb and yc, one of which yc is located in the middle of the distance separating the other two, and in the middle of the distance between the articulations of the pads 4, 4 '.
  • the distance sensor yc measures the distance separating a point from the surface of the rail of the reference base, while the distance sensors ya and yb measure distances separating a point from the upper face of each shoe 4, 4 'of said baseline.
  • the short waves are superimposed on the long waves so that the central detector yc, measures a quantity which corresponds to the sum of the deformations due to the short and long waves while the sum of the measurements of the detectors ya and yb corresponds to the amplitude of deformations of long waves.
  • distance detectors ya and yb could be replaced by detectors of the angular position of the pads 4, 4 ′.
  • the amplitudes of the long and short waves can be determined using extremely simple processing of the signals delivered by these detectors.
  • This measuring device is very sensitive and can even be used in leveling operations or to control the leveling of the railway.
  • the chassis 1 is connected to a rail vehicle V by two hydraulic cylinders 12 allowing it to be lifted and guided along the rail line.
  • the rail vehicle V can be equipped with at least one measuring device per rail line.
  • the pads 4, 4 ′ may comprise, in known manner, vertical sides or rollers intended to come into contact with the internal side of the head of the rail under the action of a spacer device for ensuring the lateral guidance of the chassis 1 along of rail 3.
  • the frame 1 is also provided with articulated pads 4, 4 'and a distance detector 2.
  • these pads are fitted with wheels or rollers 13 serving as a guide and support for a band or chain 14.
  • the rollers 13 and the chains or bands 14 can be replaced by a succession of rollers of small diameter and very close to each other.
  • the chassis 1 may include several distance detectors offset transversely with respect to the rail to measure the wave deformations of several different generatrices of the rail head.
  • Such a measuring device is thus compact, it is robust, simple and precise and requires virtually no maintenance.
EP83110242A 1982-10-18 1983-10-14 Vorrichtung zur Messung wellenförmiger Deformationen der Schienenrolloberfläche eines Eisenbahngleises Expired EP0107833B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT83110242T ATE20924T1 (de) 1982-10-18 1983-10-14 Vorrichtung zur messung wellenfoermiger deformationen der schienenrolloberflaeche eines eisenbahngleises.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH6044/82 1982-10-18
CH6044/82A CH653073A5 (fr) 1982-10-18 1982-10-18 Dispositif de mesure de la profondeur des deformations ondulatoires de la surface de roulement des rails d'une voie ferree.

Publications (2)

Publication Number Publication Date
EP0107833A1 true EP0107833A1 (de) 1984-05-09
EP0107833B1 EP0107833B1 (de) 1986-07-23

Family

ID=4303314

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83110242A Expired EP0107833B1 (de) 1982-10-18 1983-10-14 Vorrichtung zur Messung wellenförmiger Deformationen der Schienenrolloberfläche eines Eisenbahngleises

Country Status (9)

Country Link
US (1) US4548070A (de)
EP (1) EP0107833B1 (de)
JP (1) JPS5994002A (de)
AT (1) ATE20924T1 (de)
AU (1) AU561570B2 (de)
CA (1) CA1199491A (de)
CH (1) CH653073A5 (de)
DE (2) DE107833T1 (de)
ZA (1) ZA837574B (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT390626B (de) * 1984-11-09 1990-06-11 Hoehberger Hans Joerg Vorrichtung zur kontinuierlichen messung von profilkurven
CN102506809A (zh) * 2011-11-23 2012-06-20 中铁第一勘察设计院集团有限公司 高速铁路运营维护阶段结构变形观测与数据处理方法

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GB8603060D0 (en) * 1986-02-07 1986-03-12 Rank Taylor Hobson Ltd Usefulness of in situ roundness measurement
US4914828A (en) * 1988-08-09 1990-04-10 Ppg Industries, Inc. Surface inspection device and method
GB2246440B (en) * 1990-05-26 1994-05-18 Tdm Tape Services Ltd Rail corrugation transducer apparatus
JPH0534139A (ja) * 1991-07-30 1993-02-09 Nissan Motor Co Ltd コンベアフリーレールの磨耗測定装置
TW245771B (de) * 1993-09-27 1995-04-21 Australian Road Res Board Ltd
US5425280A (en) * 1994-08-05 1995-06-20 Usx Corporation Span gap sled runner and method
CH690963A5 (fr) * 1996-12-20 2001-03-15 Speno Internat S A Dispositif pour la finition du reprofilage en voie et en continu de la surface du champignon d'au moins un rail d'une voie ferrée.
DE19721915C1 (de) * 1997-05-26 1998-12-10 Stn Atlas Elektronik Gmbh Verfahren und Vorrichtung zur Messung von Unebenheiten in einer Objektoberfläche
US9733625B2 (en) 2006-03-20 2017-08-15 General Electric Company Trip optimization system and method for a train
US10308265B2 (en) 2006-03-20 2019-06-04 Ge Global Sourcing Llc Vehicle control system and method
US9950722B2 (en) 2003-01-06 2018-04-24 General Electric Company System and method for vehicle control
US9956974B2 (en) 2004-07-23 2018-05-01 General Electric Company Vehicle consist configuration control
US9689681B2 (en) 2014-08-12 2017-06-27 General Electric Company System and method for vehicle operation
US9828010B2 (en) 2006-03-20 2017-11-28 General Electric Company System, method and computer software code for determining a mission plan for a powered system using signal aspect information
US8914171B2 (en) 2012-11-21 2014-12-16 General Electric Company Route examining system and method
DE102009031819B4 (de) * 2009-07-03 2016-05-04 Deutsche Bahn Ag Verfahren zur Ermittlung von kurzwelliger Gleislagegeometrie und der Schieneneinsenkungen unter Last
CN102951178B (zh) * 2011-08-16 2015-01-21 北京市劳动保护科学研究所 一种用于轨道检测的滑动接触式信号采集装置
WO2014026091A2 (en) 2012-08-10 2014-02-13 General Electric Company Route examining system and method
US9702715B2 (en) 2012-10-17 2017-07-11 General Electric Company Distributed energy management system and method for a vehicle system
US9255913B2 (en) 2013-07-31 2016-02-09 General Electric Company System and method for acoustically identifying damaged sections of a route
JP2019015552A (ja) * 2017-07-05 2019-01-31 東日本旅客鉄道株式会社 レールの波状摩耗測定装置
CN111207713B (zh) * 2020-01-14 2022-06-03 成都西交智众科技有限公司 一种钢轨波磨检测装置
AT525016A1 (de) * 2021-05-06 2022-11-15 Mate Gmbh Verfahren und Vorrichtung zum Ermitteln der Oberflächenbeschaffenheit an zumindest einem Schienenkopf
CN116039698B (zh) * 2023-03-31 2023-07-07 成都盛锴科技有限公司 一种利用声音特征进行轨道线路健康检测的方法

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CH597027A5 (en) * 1976-11-22 1978-04-28 Matisa Materiel Ind Sa Railway track monitoring system
DE3000323A1 (de) * 1979-01-18 1980-08-07 Loram Maintenance Of Way Ratterwellenanalysator
DE3008440A1 (de) * 1979-03-06 1980-09-11 Speno International Vorrichtung zur messung von deformierungen der schienenrolloberflaeche eines schienenweges
GB2070671A (en) * 1980-02-27 1981-09-09 Plasser Bahnbaumasch Franz Device for examining the surface of rail heads

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DE316615C (de) * 1900-01-01
DE814601C (de) * 1949-03-25 1951-09-24 Fried Krupp Lokomotivfabrik Schienenschleifwagen
DE823456C (de) * 1949-06-05 1951-12-03 Fried Krupp Lokomotiyfabrik Schienenschleifwagen
DE869608C (de) * 1951-06-20 1953-03-05 Eisen & Stahlind Ag Auf einem Gleis fahrbare, zum Schienenschleifen bestimmte Einrichtung
GB800766A (en) * 1956-05-09 1958-09-03 Kate Langkammerer Rail-head grinding machine with an adjustable grinding wheel
DE1185639B (de) * 1962-02-27 1965-01-21 Hans Schnyder Vorrichtung zum Schleifen von Schienen, insbesondere von Herzstueckspitzen und Fluegelschienen bei Weichen und Kreuzungen
FR1496675A (fr) * 1966-10-14 1967-09-29 Speno International Machine à meuler les rails de chemin de fer pour supprimer les cretes des ondulations
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DE2410564C3 (de) * 1974-03-06 1978-08-10 Georg Robel Gmbh & Co, 8000 Muenchen Schienenkopf-Nachformschleifmaschine
CH592781A5 (de) * 1975-04-23 1977-11-15 Scheuchzer Auguste Les Fils De
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Publication number Priority date Publication date Assignee Title
CH597027A5 (en) * 1976-11-22 1978-04-28 Matisa Materiel Ind Sa Railway track monitoring system
DE3000323A1 (de) * 1979-01-18 1980-08-07 Loram Maintenance Of Way Ratterwellenanalysator
DE3008440A1 (de) * 1979-03-06 1980-09-11 Speno International Vorrichtung zur messung von deformierungen der schienenrolloberflaeche eines schienenweges
GB2070671A (en) * 1980-02-27 1981-09-09 Plasser Bahnbaumasch Franz Device for examining the surface of rail heads

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT390626B (de) * 1984-11-09 1990-06-11 Hoehberger Hans Joerg Vorrichtung zur kontinuierlichen messung von profilkurven
CN102506809A (zh) * 2011-11-23 2012-06-20 中铁第一勘察设计院集团有限公司 高速铁路运营维护阶段结构变形观测与数据处理方法

Also Published As

Publication number Publication date
DE107833T1 (de) 1984-09-13
CA1199491A (en) 1986-01-21
EP0107833B1 (de) 1986-07-23
US4548070A (en) 1985-10-22
AU561570B2 (en) 1987-05-14
ATE20924T1 (de) 1986-08-15
AU2024483A (en) 1984-05-03
JPS5994002A (ja) 1984-05-30
DE3364736D1 (en) 1986-08-28
ZA837574B (en) 1984-06-27
CH653073A5 (fr) 1985-12-13
JPH034083B2 (de) 1991-01-22

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