EP0090098B1 - Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises - Google Patents
Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises Download PDFInfo
- Publication number
- EP0090098B1 EP0090098B1 EP82200403A EP82200403A EP0090098B1 EP 0090098 B1 EP0090098 B1 EP 0090098B1 EP 82200403 A EP82200403 A EP 82200403A EP 82200403 A EP82200403 A EP 82200403A EP 0090098 B1 EP0090098 B1 EP 0090098B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- track
- laser
- machine
- receiver
- shifting
- 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
Links
Images
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
-
- 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
- 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 device for controlling a machine for the construction or repair of a railway track, comprising on the one hand a laser emitter system installed on a carriage parked on the track or the track in front the machine, and designed to emit a first fan or scanning beam in a horizontal plane and a second fan or scanning beam in a vertical plane, on the other hand a laser receiver system installed on the machine consisting of a first receiver for the horizontal beam and a second receiver for the vertical beam, these receivers being designed so that they automatically adjust, as a function of the line of impact of one or the other of said laser beams, to the positions which correspond to the desired positions of the working elements of said machine.
- the object of the present invention is to remedy this drawback.
- the device according to the invention is characterized in that the laser emitter system consists of a single laser emitter, at least part of which, which defines the orientation of the beam, is rotatably mounted so that it allow to rotate around the axis of the laser parallel to the track, and there is provided a motor adapted to rotate said part between two positions angularly distant by 90 °, a first position corresponding to the beam in the horizontal plane and a second position corresponding to the beam in the vertical plane.
- the shifting and leveling operations can be carried out by means of a single laser emitter whose fan or scanning beam can work alternately in the horizontal plane and in the vertical plane for the leveling or shifting operations respectively.
- the entire laser transmitter is mounted on a support allowing it to rotate around its own axis parallel to the track.
- the laser transmitter is fixedly mounted and it is only the optical fan or scanning system which is twisted by 90 ° using a motor.
- Machines for the repair of tracks are very often equipped with relative measurement bases for leveling and shifting.
- the laser receivers according to the invention are preferably linked to the relative measurement base for the shifting, respectively the leveling, in particular at the anterior end of the corresponding base, the receiver and the corresponding base moving together during the 'automatic receiver adjustment.
- the device according to the invention is preferably provided with a deflection calculator for curved track sections, horizontal and if necessary vertical, as a function of the path traveled; this computer corrects the desired positions of the working elements of the machine, respectively the positions of relative measurement bases with respect to the corresponding laser receiver.
- this computer corrects the desired positions of the working elements of the machine, respectively the positions of relative measurement bases with respect to the corresponding laser receiver.
- the control of this transmitter can be provided, for example in the case of a tamper-grader-ripeuse, so that at each crossbar we work first with the horizontal beam for leveling, then we turn the transmitter 90 ° around its axis parallel to the track for shifting, or vice versa.
- Another possibility is to provide an order so that the leveling is carried out every two sleepers while the shifting is carried out on the intermediate sleepers. This way of working allows an additional output without loss of precision thanks to the relative bases which reduce the remaining defects between two crosspieces.
- FIGS. 1 to 9 The principle of the invention, as illustrated diagrammatically in FIGS. 1 to 9, consists in providing a single laser transmitter 1, placed in front of a machine for the repair or construction of a railway track, advancing according to the arrow (fig. 1) and shown diagrammatically in the drawings by a frame 2.
- This emitter 1 is suitable for emitting a fan-shaped or sweeping beam either horizontally for leveling (beam Fn), and after a rotation of 90 ° or vertically for shifting (beam Fr), a leveling receiver Rn and a shifting receiver Rr being both mounted on the machine.
- Figure 1 showing a side view of the leveling control device is illustrated by line 3 the old way which must be corrected, the faults of this way were naturally very exaggerated for the understanding of the figure, in dotted lines is illustrated the portion of this old channel which has just been corrected, line 4 represents the new corrected channel and the line in phantom 4 'represents the desired channel which is defined by the axis of the laser which is adjusted, at the start of work, parallel to this desired path.
- the device comprises a laser transmitter 1, emitting a horizontal beam Fn and which is mounted on a carriage 5 stationary in a fixed manner, at a location chosen on the old track 3, in front of the machine which is, in the case considered, a tamper-grader-ripper symbolized by the chassis 2 and which will be hereinafter simply designated by machine.
- This machine is equipped with a known relative measurement base, formed by points A, B, C on the track, which are defined, for example, by feelers. Point C is on track 4 already corrected. Point A is on track 3 not yet corrected and point B represents the working point which is therefore located near the working elements used to position the track and which are constituted, in the known manner, by pliers shifting and leveling.
- this reference line Ln is supposed to be produced by a wire stretched over the machine, which is fixed at point CL situated at the height of point C and which, at point BL, situated at the height of point B, controls by its position in a well-known manner, via a control device, the position of the leveling clamps.
- the laser receiver for leveling Rn like the laser receiver for shifting Rr which will be discussed below, consists of four photoelectric cells C1 to C4, shown in FIG. 3, and it is designed in such a way that it can be moved to the desired position by means of the nozzle motor Mn as a function of the line of impact of the horizontal laser beam Fn on the cells, the adjustment being made as soon as the beam is exactly between the two central cells C2 and C3.
- this reference line Ln could be formed by any other mechanical means or not, for example a light ray and the points A and C are not necessarily located on the chassis 2 but can be find on small auxiliary carriages which would roll at a fixed distance at the front, respectively at the rear, of the chassis 2.
- FIG. 2 a top view of the shift control device working with a vertical laser beam Fr has been shown in a manner analogous to FIG. 1.
- the shift receiver Rr installed on the chassis, can be adjusted relative to that -this on a transverse guide as a function of the vertical beam Fr by means of a motor M.
- a reference line Lr is linked to the receiver Rr and the reference line has been indicated, by way of example, in dotted lines
- the r in the uncorrected state it is therefore seen in this case at the height of the point B linked to the shifting clamps, that the correction deviation which has been carried out is represented by the distance y.
- position A of the reference point comprises the two points AG on the left rail and AD on the right rail.
- FIG. 4 schematically represents a section of the track at the level of the leveling receivers Rn and shifting Rr showing their relative position and in this specific case it has been assumed that the shifting receiver Rr is located on the central axis of the track while the leveling receiver Rn is on the directing line which is generally the lowest path in a curve.
- FIG 5 there is shown simultaneously, in perspective, the two systems and we see the horizontal beam Fn and vertical Fr and the two leveling receivers Rn which can move vertically and shifting Rr which can move horizontally.
- the laser transmitter 1 is located on the axis of the track.
- Figure 6 shows the shifting system in a curved portion of the track having the radius r.
- the laser beam Fr creates a cord between the transmitter 1 placed at the front of the machine and the shifting receiver Rr mounted on the machine.
- the receiver Rr and the reference line are at point Ao in the center of the channel.
- the machine is moved according to arrow S, it follows the curve of the track while the shifting receiver follows the vertical beam Fr of the laser along the rope having the length G, and it moves according to the arrows outside the center line. If we are, for example, at point AI the receiver Rr is moved by the distance defined by the arrow f1.
- the relative measurement base respectively the reference line must not follow the receiver since this line determines the position of the clamps at point B, this is why the arrow f1 is calculated as a function of the curve and the reference line is moved relative to the receiver of the distance f1 towards the outside of the curve.
- the reference line is moved according to the arrow f2.
- the length of the arrow is the distance between the position of the receiver Rr adjusted on the beam and the reference line which determines the position of the working elements on the desired curve.
- Figure 7 is illustrated a sectional view of the track at the point A2.
- the receiver Rr has moved by the distance f2 outside the central line, but on the other hand the anterior end of the reference line Lr (which in the figure is perpendicular to the plane of the drawing) must be moved by this distance f2 towards the desired position, that is to say in the center of the track. This is why, the anterior end of the reference line Lr is also movable transversely with respect to the receiver Rr. While, according to FIG. 2 representing a cross section of the track, the end of the reference line Lr is fixed in the middle of the receiver Rr, in the example of FIG.
- a deflection calculator UC and a unit of measurement of the path traveled UM are used.
- the calculator UC calculates the deflection f in a known manner as a function of the ravon r of the curve and the length G of the rope, and actuates the positioning motor Mf which moves the support of the reference line Lr according to the calculated value to correct the deflection Cf, while the position of the receiver Rr is controlled by the vertical beam Fr via the motor Mr to carry out the correction of the shifting Cr.
- the laser transmitter 1 is constituted in the conventional manner and comprises at the front an optical system 10 for the creation of the fan beam. or scanning comprising at least one lens, respectively an oscillating deflection mirror.
- the laser emitter 1 with its fan or scanning system is mounted in ball bearings 11 so that it can rotate around its central axis Z parallel to the track.
- the assembly is mounted on a support 12 which can be adjusted vertically and laterally by adjusting screws 13 respectively 14.
- the transmitter is also connected by an arm 15 (fig. 9) to the end of a rod 16 which can be moved by a motor 17, preferably of an electric motor, and which makes it possible to rotate said transmitter 1 by 90 ° around its axis Z according to the beam to be emitted, horizontal or vertical.
- the motor 17 is equipped with a radio receiver 18 which allows it to be controlled by radio, remotely, from the machine.
- the laser transmitter itself is fixedly mounted and it is only the fan or sweeping system which is rotatably mounted so as to allow it to rotate around the axis of the laser using a motor.
- FIG 10 is illustrated in perspective an alternative use of the device.
- the transmitter 1 emitting the vertical beam Fr is placed on the director queue and the shifting receiver Rr is itself placed on the director queue.
- the correction of the shifting Cr and the correction of the deflection Cf have also been shown diagrammatically.
- FIG. 11 also illustrates a variant use of the device, with the emitter 1 emitting the horizontal beam Fn and the leveling receiver Rn both placed on the directing line.
- the correction of the leveling Cn has been shown diagrammatically, which can be supplemented if necessary by a correction of the vertical deflection, if it is a section of vertical curved track.
- control device which has just been described can be used in one of the following ways:
- the track is leveled and ripped at each cross, that is to say that at each cross we proceed firstly, for example, leveling by working with the horizontal beam of the laser, then we proceed to the shift after having turned the 90 ° laser transmitter to work with the vertical beam.
- the track is leveled only every two sleepers while shifting is carried out at each intermediate sleeper.
- the invention is not limited to the example described and it is possible, in principle, to work without a relative measurement base.
- it is the leveling or shifting receivers respectively which directly control the working elements, namely the grippers.
- this device with a single transmitter can be applied to any other repair or construction machine for the track, for example to a stripper, to a track renewal train or to a train for laying a new track. .
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Forklifts And Lifting Vehicles (AREA)
- Jib Cranes (AREA)
- Vehicle Cleaning, Maintenance, Repair, Refitting, And Outriggers (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Claims (11)
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT82200403T ATE17138T1 (de) | 1982-03-31 | 1982-03-31 | Vorrichtung zum steuern einer maschine zum bau oder zur instandsetzung eines eisenbahngleises. |
DE8282200403T DE3268084D1 (en) | 1982-03-31 | 1982-03-31 | Control device for a railway track construction or maintenance machine |
EP82200403A EP0090098B1 (de) | 1982-03-31 | 1982-03-31 | Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises |
ES514173A ES8400164A1 (es) | 1982-03-31 | 1982-07-20 | Procedimiento y dispositivo para ripiar y nivelar una via de ferrocarril. |
US06/414,805 US4535699A (en) | 1982-03-31 | 1982-09-03 | Device for controlling a railroad track making or repairing machine |
CA000410959A CA1201016A (en) | 1982-03-31 | 1982-09-08 | Device for controlling a railroad track making or repairing machine |
DD82246322A DD207743A5 (de) | 1982-03-31 | 1982-12-21 | Steuervorrichtung fuer eine gleisbau -oder gleisinstandsetzungsmaschine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP82200403A EP0090098B1 (de) | 1982-03-31 | 1982-03-31 | Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0090098A1 EP0090098A1 (de) | 1983-10-05 |
EP0090098B1 true EP0090098B1 (de) | 1985-12-27 |
Family
ID=8189481
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP82200403A Expired EP0090098B1 (de) | 1982-03-31 | 1982-03-31 | Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises |
Country Status (7)
Country | Link |
---|---|
US (1) | US4535699A (de) |
EP (1) | EP0090098B1 (de) |
AT (1) | ATE17138T1 (de) |
CA (1) | CA1201016A (de) |
DD (1) | DD207743A5 (de) |
DE (1) | DE3268084D1 (de) |
ES (1) | ES8400164A1 (de) |
Families Citing this family (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE442675B (sv) * | 1984-05-30 | 1986-01-20 | Peter Arnberg | Anordning for beroringsfri metning av trafikerade ytors beskaffenhet |
JPS61191915A (ja) * | 1985-02-20 | 1986-08-26 | Nippon Power Eng Kk | レ−ザ−計測装置 |
EP0207197B1 (de) * | 1985-07-02 | 1989-03-29 | Les Fils D'auguste Scheuchzer S.A. | Verfahren zur Instandsetzung oder Verlegung eines Eisenbahngleises |
EP0293015B1 (de) * | 1985-07-02 | 1991-10-02 | Les Fils D'auguste Scheuchzer S.A. | Steuervorrichtung für eine Eisenbahngleisnivellier- und -richtmaschine |
US4866641A (en) * | 1987-04-24 | 1989-09-12 | Laser Alignment, Inc. | Apparatus and method for controlling a hydraulic excavator |
US4945221A (en) * | 1987-04-24 | 1990-07-31 | Laser Alignment, Inc. | Apparatus and method for controlling a hydraulic excavator |
US4829418A (en) * | 1987-04-24 | 1989-05-09 | Laser Alignment, Inc. | Apparatus and method for controlling a hydraulic excavator |
US4805086A (en) * | 1987-04-24 | 1989-02-14 | Laser Alignment, Inc. | Apparatus and method for controlling a hydraulic excavator |
US4884939A (en) * | 1987-12-28 | 1989-12-05 | Laser Alignment, Inc. | Self-contained laser-activated depth sensor for excavator |
JP2743502B2 (ja) * | 1989-08-04 | 1998-04-22 | 神鋼電機株式会社 | 誘導溶解炉の炉壁冷却機構 |
GB9016897D0 (en) * | 1990-08-01 | 1990-09-12 | Beckett James L | A mobile floor grinding machine |
US5572809A (en) * | 1995-03-30 | 1996-11-12 | Laser Alignment, Inc. | Control for hydraulically operated construction machine having multiple tandem articulated members |
US5930904A (en) * | 1997-06-17 | 1999-08-03 | Mualem; Charles | Catenary system measurement apparatus and method |
US5953838A (en) * | 1997-07-30 | 1999-09-21 | Laser Alignment, Inc. | Control for hydraulically operated construction machine having multiple tandem articulated members |
US6152238A (en) * | 1998-09-23 | 2000-11-28 | Laser Alignment, Inc. | Control and method for positioning a tool of a construction apparatus |
US6263595B1 (en) | 1999-04-26 | 2001-07-24 | Apache Technologies, Inc. | Laser receiver and angle sensor mounted on an excavator |
US7012237B1 (en) | 2003-10-29 | 2006-03-14 | Apache Technologies, Inc. | Modulated laser light detector |
US7499186B2 (en) * | 2003-11-25 | 2009-03-03 | Mhe Technologies, Inc. | Laser survey device |
US7838808B1 (en) | 2005-03-16 | 2010-11-23 | Trimble Navigation Limited | Laser light detector with reflection rejection algorithm |
US7323673B1 (en) | 2005-03-16 | 2008-01-29 | Apache Technologies, Inc. | Modulated laser light detector with discrete fourier transform algorithm |
US20060225310A1 (en) * | 2005-04-12 | 2006-10-12 | Koch Roger D | Work machine alignment system and method of maintaining alignment of a work machine |
US7370751B2 (en) * | 2006-05-23 | 2008-05-13 | Dematic Corp. | Skewed slat control system for article conveyor |
DE112007001624B4 (de) * | 2006-07-12 | 2019-07-04 | Trimble Navigation Ltd. | Handgehaltener Laserlichtdetektor mit Höhenkorrektur, unter Verwendung eines GPS-Empfängers zum Bereitstellen von zweidimensionalen Positionsdaten |
GB0717403D0 (en) * | 2007-09-07 | 2007-10-24 | Jarvis Plc | Track adjustment |
US8260574B1 (en) | 2007-12-21 | 2012-09-04 | Dematic Corp. | Diagnostic device for material handling system and method of diagnosing |
JP6120435B2 (ja) * | 2012-11-30 | 2017-04-26 | 株式会社レールテック | 曲線整正のための修正量算出システム及び修正量算出用コンピュータプログラム |
US10345099B2 (en) * | 2015-03-18 | 2019-07-09 | Focus Point Solutions | Reference system for track alignment machines |
US10407835B2 (en) * | 2015-07-24 | 2019-09-10 | Focus Point Solutions | Projector for track alignment reference systems |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1534078B2 (de) * | 1964-12-31 | 1975-11-27 | Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh, Wien | Fahrbare Gleisstopf-, Nivellier- und Richtmaschine |
DE1658339C3 (de) * | 1966-09-26 | 1978-06-08 | Franz Plasser Bahnbaumaschinen- Industriegesellschaft Mbh, Wien | Gleisstopf- und Richtmaschine |
US3545384A (en) * | 1967-05-22 | 1970-12-08 | Plasser Bahnbaumasch Franz | Method and apparatus for correcting the position of a track |
US3750299A (en) * | 1969-01-22 | 1973-08-07 | Plasser Bahnbaumasch Franz | Track apparatus with laser beam reference |
AT314579B (de) * | 1969-01-22 | 1974-04-10 | Plasser Bahnbaumasch Franz | Fahrbare Einrichtung zur Aufzeichnung und bzw. oder Korrektur der Lage eines Gleises |
AT324391B (de) * | 1971-10-08 | 1975-08-25 | Plasser Bahnbaumasch Franz | Einrichtung zur feststellung der abweichung der lage eines gleises von seiner soll-lage |
US4173073A (en) * | 1977-05-25 | 1979-11-06 | Hitachi, Ltd. | Track displacement detecting and measuring system |
AT359110B (de) * | 1977-08-16 | 1980-10-27 | Plasser Bahnbaumasch Franz | Selbstfahrbare gleisbaumaschinenanordnung |
US4166291A (en) * | 1977-12-21 | 1979-08-28 | Canron, Inc. | Chord liner using angle measurement |
DD145771A1 (de) * | 1979-09-06 | 1981-01-07 | Gerhard Mueller | Verfahren und anordnung zur steuerung von baumaschinen |
-
1982
- 1982-03-31 AT AT82200403T patent/ATE17138T1/de not_active IP Right Cessation
- 1982-03-31 DE DE8282200403T patent/DE3268084D1/de not_active Expired
- 1982-03-31 EP EP82200403A patent/EP0090098B1/de not_active Expired
- 1982-07-20 ES ES514173A patent/ES8400164A1/es not_active Expired
- 1982-09-03 US US06/414,805 patent/US4535699A/en not_active Expired - Fee Related
- 1982-09-08 CA CA000410959A patent/CA1201016A/en not_active Expired
- 1982-12-21 DD DD82246322A patent/DD207743A5/de unknown
Also Published As
Publication number | Publication date |
---|---|
US4535699A (en) | 1985-08-20 |
ES514173A0 (es) | 1983-10-16 |
CA1201016A (en) | 1986-02-25 |
ATE17138T1 (de) | 1986-01-15 |
EP0090098A1 (de) | 1983-10-05 |
DE3268084D1 (en) | 1986-02-06 |
ES8400164A1 (es) | 1983-10-16 |
DD207743A5 (de) | 1984-03-14 |
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