• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Disclosed is a method for calibrating a device for measuring tracks (3, 28) with at least one railroad trackable carriage (4) assigned to a lifting straightening device and with track position measuring sensors for measuring the altitude (17), the direction (11) and the elevation ( 25) of the rails of the track (3, 28) with the machine frame (13) as a reference zero line (15, 22), wherein the track measuring carriage (4) is associated with a Messwagenhebe- and lowering device (9). For simple and rapid calibration, a calibrating device (2) is provided for calibrating the track position measuring sensors. The track measuring carriage (4) is first lowered into the track or into an intermediate position from a parking position lifted from the track, after which calibration stops (5) with an actuating drive be moved from a rest position in a calibration, against which subsequently the track measuring carriage (4) is raised and turned on, after which the resulting values are read out at the track position sensors and read as calibration value in the measuring system and stored, after which the track measuring carriage (4) is lowered into the track and, where appropriate, the what calibration stops (5) are moved with the actuator from its calibration position in its rest position.
    公开号:AT516248A4
    申请号:T50901/2014
    申请日:2014-12-12
    公开日:2016-04-15
    发明作者:
    申请人:System 7 Railsupport Gmbh；
    IPC主号:
    专利说明:

    The invention relates to a method for calibrating a device for measuring tracks with at least one track-mounted track measuring carriage assigned to a lifting straightener and with track-position measuring sensors for measuring the altitude, the direction and the elevation of the rails of the track with the machine frame as the reference zero line. wherein the track measuring car is associated with a meter lift and lowering device. In addition, a device for measuring tracks with a calibration device is proposed.
    Track tamping machines are machines for correcting the track position. For this purpose, measuring systems are used which measure the track height actual position and the track direction actual situation as well as the actual elevation of the track during the work. With the aid of a track lifting / leveling unit, the track grid is raised and laterally aligned and fixed in this position by compacting the ballast under the thresholds with the aid of a track tamping unit. The measured actual track position values are compared with the track setpoint values calculated by a track geometry master computer according to the railroad track setpoint plans of the railroad administration and used to control and control the track lifting / leveling aggregate. The lifting and straightening of the track grate takes place via corresponding hydraulic lifting and straightening cylinders with proportional or servo control. Commonly used are measuring systems that use steel chords or optical measuring systems. Steel tendons are stretched between usually three measuring carriages, with the central carriage carrying a reference value transmitter which is deflected by the chord. The fact that in the vicinity of this encoder also necessary for compacting the track tamping units, the tendon in a tight arc is often a hindrance. So that the tamping units do not come into conflict with the tendon, the tendons at the tensioning points are often deflected mechanically laterally, the resulting measurement error being compensated electronically. To measure the altitude of the tracks, so-called leveling cables are stretched over both rails. The two measuring points over the rails are usually scanned by angle encoders (level value encoders). The leveling chords must be placed at the top so that the tamping units and the tamping gear are in the lower area. These leveling tendons are pulled into the cabins of the tamping units. Inclinometers are built on the measuring car to detect the bank of the track.
    The measured deflections by the level transmitters, Richtwertmessgeber and Überhöhungsmesswertgeber be converted into an electrical proportional signal. For the control of the tamping machine, for each of the meters, the quantities scale factor (e.g., mV / mm or mA / mm) and the absolute zero position of the transducers are of crucial importance to their accuracy. Absolute calibration is necessary to detect these values. Absolute calibration here means the calibration with respect to a straight reference line for determining the zero value of the encoders. This is necessary because it comes through the structural design to inaccuracies. These inaccuracies result from structural mechanical tolerances, inaccurate assembly, mechanical play, errors in the measuring chain, etc.
    The problem is the zero calibration of the transducers. The ideal case will be explained below. On an ideal straight track, the measuring trolleys of the alignment are pressed onto one side of a rail transversely to the track longitudinal direction, and then the zero point of the sensor is determined. For the Richtanlagemuss must however also the opposite side be calibrated. For this purpose, the measuring trolley on an ideal track (ideal track: both rails form ideal straight lines with the same distance and lie exactly in a horizontal plane) would be pressed against the other rail and the zero point for this other side would be determined. The reason for this is to be found in the fact that the direction of the track is always predetermined by the bow outer rail, since the train is guided along the bo¬genutereren rail. The necessity of a mutual zero calibration for the reference value transmitter results from different mechanical cycles, different track dimensions of the measuring carriages and different electronic measuring distances, etc.
    However, there is no ideal track. A track is fraught with longitudinal height errors, Überhö¬hungsfehlern, twisting, directional errors and gauges errors. These are different depressions of the track under load. Therefore, a so-called "zero track" is required for the absolute zero calibration of a track. For this purpose, a track section of at least the length of the measuring system to be adjusted is sought, which has the lowest possible track position errors of the type described above. Since the required matching accuracies are less than 1 mm, real tracks are not sufficient. Before the actual alignment, therefore, the actual track position must be measured accurately by means of geodetic measuring devices or by other methods (line track). Then the track tamping machine drives onto this track. The track errors determined by means of geodetic methods or measured by other methods are now compensated by means of spacers underneath the measuring wheels for the height or between wheel flange and rail. The zero calibration is then carried out. The measurement of the track position is usually on a real track without load. The load on the tamping machine can lead to unknown deflections of the rail and the track, which affects the accuracy of the calibration. Reliable is a firmly concreted track - but this is usually not found on free distance. The Nullkalibriermethoden used are therefore kost¬spielig, time consuming, only partially accurate and only by qualified personnel feasible. A check of the measuring system on the free route by the machine operator is virtually impossible.
    The invention is therefore based on the object to provide a calibration device, the ein¬gangs kind, which avoids inaccuracies and allows easy and rapid calibration.
    The invention achieves this object by providing a calibrating device associated with the machine frame, wherein the track measuring carriage is first lowered into the track or into an intermediate position from a parking position lifted from the track, after which calibra- tion stops with an actuating drive from a rest position into a calibration position against which calibration stops are subsequently raised and set against the track measuring carriages, whereupon the resulting values of the track position measuring sensors are read out and stored as calibration value in a measuring system and stored, after which the track measuring carriage is lowered into the track and if necessary the calibration stops with the adjusting drive their calibration position are shifted to their rest position.
    According to the invention, the machine frame forms the absolute zero reference. On the machine frame, calibration stops for the measuring carriage (s), usually three, are provided via hydraulic calibration cylinders between a rest position and a calibration position. The calibration stops are arranged on the left and right, as the cover side, on the machine frame in the area of the measuring carriages and can be adjusted in particular with respect to their altitude. These calibration stops are exactly measured after completion of the machine and adjusted via Justiereinrichtun¬gen. Before zeroing, the machine operator drives the track tamping machine on a relatively flat straight track in order to prevent twisting of the machine frame. Subsequently, for the absolute zeroing of the measuring system, the measuring carriages are lowered to a lower position via the measuring carriage raising and lowering device (for example, mounted on the rails). Then the calibration stops are moved from their rest position to their calibration position. Then the measuring carriages are lifted and pressed against the calibration stops with a defined force. In particular, the rollers of the measuring carriage are pressed against the associated calibration stops. The resulting sensor values are read out and stored in a measuring system. This measuring system usually comprises a computer unit with associated memories for evaluating the measured data.
    In this case, it is particularly advisable if the track measuring carriage in the calibration position first pressed in one step on a machine frame side in the direction of a gauge scooter transverse axis via a pressing device with the flange on the associated calibration stop and the resulting value onRichtwertmesssensor and the Leveling measuring sensor as Nullkalibrierwert for¬¬ machine frame side are then read and stored in the measuring system and stored in a second step on the other opposite machine frame side in the opposite direction of the gauge scooter transverse axis on the Anpressvorrichtung with the flange to the assigned calibration stop and read the resulting value onRichtwertmesssensor as Nullkalibrierwert for this machine frame side in the measuring system and saved. First of all, the rollers of the respective measuring carriage are thus pressed against the calibration stops on one side of the machine. The zero calibration of this page is done for the direction. Since the measuring wheels are cylindrical, it is also possible to calibrate the level measuring values. After the measuring wheels have been pressed against the opposite stops on the other side of the machine, the zeroing of the reference value transmitter for this side takes place. After lowering the measuring carriages into the track, the calibration stops are swung out again. The value of the reference superelevation measured value measured on the machine frame is assigned to the actual superimposing measured value measured on the measuring carriage during calibration.
    The method steps are preferably carried out automatically by a control program.
    An advantage of this embodiment according to the invention is the elimination of the need for a "zero track" for calibrating and the possibility of automatic, fast, absolute and accurate zero calibration of the measuring system on a relatively flat path. The zero calibration can be performed by the operator on site. The entire measurement process can be done automatically. In this way, the function of the measuring system and its accuracy can be checked quickly before starting the construction work. Further advantages are given by the fact that for the calibration no staff on the track must go because this is often associated with hazards by the train operation on the neighboring track. The invention also has enormous cost-saving potential and increases the functional reliability of the tamping machine.
    In the drawings, the subject invention is shown, for example. Show it
    1 is a track tamping machine with track tamping unit, track lifting / Gleisrichtag¬gregat, leveling system and Gleisrichtmesssystem in side view,
    2 shows a representation according to the invention of the calibration device with measuring carriage in cross-section,
    3 shows a section with a calibration stop of FIG. 2 in an enlarged detail, FIG. 4 is a schematic level gauge with machine frame reference line and calibration reference line, as well as calibration stops and FIG. 5 the schematic direction measuring system with machine reference line and calibration reference line, as well as the calibration stops on the left and right of the machine frame.
    A track tamping machine 1 (FIG. 1) has a tamping unit 26 and a track lifting / leveling unit 25. The machine frame 13 is used for the absolute Nullkalibrie¬ rung as a reference. The leveling system consists of a steel chord 12, the three measuring carriages 4 and a directional encoder 11. The leveling system consists of 2 steel tendons 16 stretched over the rails, two level sensors 17 with Stahlsenhnenabnahmefühlern 19 and the leveling rods 14. The track tamping machine 1 drives over drives on the rails third
    As a track position sensors for measuring the rails of a track (3, 28) sensors for measuring the altitude, level encoder 17, the direction, directional encoder 11, and the elevation, inclinometer 25 are provided. The measuring trolley (4) is assigned a measuring carriage lifting and lowering device 9.
    The machine frame 13 is assigned a calibration device 2 with calibration stops 5, which are displaceable with a positioning drive from a rest position into a calibration position with a parking track lowered from a track position lowered from the track or an intermediate position track measuring carriage 4 for calibrating the track position sensors and against those in the further As a result, the track gauge car 4 can be raised and stopped. The calibration stops 5 form attachment points for the measuring carriage (FIG. 2) which is set against the calibration stops 5 by the meter lift 9.
    In an inventive embodiment of the absolute calibration device 2 (Figure 2), the machine frame 13 serves as a reference reference. The machine frame is fitted with longitudinally adjustable calibration stops 7 (threaded adjustment and fixed via locknuts, for example). Up to these attacks, the calibration levers with the calibration stops 5 are pivoted in or out via hydraulic calibration cylinders 8, ie shifted from their rest position into their calibration position. Via an adjusting device 6 (threaded tube which connects the upper and lower lever arm via threads, eg a left-hand thread above and at the bottom there is a right-hand thread), the flea position of the calibration stopper 5 can be adjusted. The measuring wheel 4 is pressed on the Messwagenhebezylinder 9 up and the Anpresszylinder 10 to the side to the respective Kalibrieranschlag 5.Am directional encoder 11 is mounted on the measuring carriage which measures the lateral position of the straightening cable 12 via a driver. On the measuring carriage is also an inclinometer 25. As a reference for this inclinometer befindetsich on machine frame 13 a reference inclinometer 23. To anzupres¬sen left both Messwagenhebezylinder be switched to "bite" (force FLh andFrh acting upwards) and the Anpresszylinder left acting on pressing (KraftFla) and the pressure cylinder switched to the right powerless. To balance the right side of the right pressure cylinder is pressurized (force Fra) and the left switched powerless. The rails 3 are mounted on the sleepers 28.
    The calibration stop 5 lies laterally at the contact point height D (usually 14 mm) (FIG. 3). The horizontal force FQ and the vertical force Fv act.
    Fig. 4 shows schematically the leveling system which consists of the leveling rods 14, the level sensor 17, the driver 19, the leveling cable 16, a Seil¬ jig 18 and the measuring carriage 4. The reference line 15 of the absolute zero calibration device according to the invention lies parallel to the machine reference line 15. In terms of height, the wheels 4 are pressed against the calibration stops 5. A track error 20 makes it clear that the calibration would be erroneous with tracker 3 placed on track 3.
    Fig. 5 shows schematically the inventive design of the absolute Nullkalib¬rierung for the directional measuring system. The measuring wheels 4 above are pressed against the Kalibrieran¬schläge 5. The reference lines of the calibration device (dash-dotted lines) are parallel to the machine reference line 22. Figure 24 shows a mechanical lateral cable adjustment device that can be used for scale factor determination. At the middle measuring carriage 4, the directional encoder 11 is constructed which measures the lateral deflection of the straightening cable 12. The straightening rope 12 is stretched over a tensioning device 18. If the zero calibration would be carried out with track carriage 3 lowered into track 3, then it would be tuned incorrectly by track error 21.
    权利要求:
    Claims (5)
    [1]
    1. A method for calibrating a track gauge measuring device (3, 28) comprising at least one railroad trackable trolley (4) associated with a lifting straightener and track level sensors for measuring the elevation (17), the direction (11) and the elevation (25 ) of the rails of the track (3, 28) with the machine frame (13) as a reference zero line (15, 22), wherein the Gleis¬ gauge (4) is associated with a measuring carriage lifting and lowering device (9), characterized in that a For calibrating the track position sensors (17,11,25), the track measuring carriage (4) is first lowered into the track or into an intermediate position from a parking position lifted from the track, after which calibra- tion stops (5) join an adjusting drive (8) are displaced from a rest position in a Kalibrierlage, against which calibration stops (5) in a further consequence of Gleis¬ gauge (4) raised and anges after which the resulting values of the track position sensors are read out and stored as a calibration value in a measuring system, after which the track measuring carriage (4) is lowered into the track and where appropriate the calibration stops (5) are displaced from their calibration position to their rest position by the adjusting drive (8) become.
    [2]
    2. The method according to claim 1, characterized in that the Gleismess¬wagen (4) in the calibration first in one step on a Maschinenrah¬menseite in the direction of a track measuring transverse axis via a Anpressvorrich¬tung (10) with the flange to the associated calibration stop ( 5) and the resulting value on the reference value measuring sensor (11) and the leveling value measuring sensor (17) are read in as zero calibration value for this machine frame side in the measuring system and stored and that the track measuring carriage (4) in a second step at the other opposite Press machine frame side in the opposite direction of the track measuring transverse axis via the contact pressure device (10) with the flange to the associated Kalib-rieranschlag (5) and the resulting value on Richtrichtmesssensor (11) as Nullkalibrierwert for this machine frame side in the measuring system and read ,
    [3]
    3. The method according to claim 1 or 2, characterized in that the value of the measured on the machine frame (13) measured reference overcranking measured value (23) is assigned to the Istüberhöhungsmesswert (25) measured during calibration on the measuring carriage (4).
    [4]
    Method according to one of claims 1 to 3, characterized in that the method steps are carried out automatically by a control program.
    [5]
    5. Device for measuring tracks (3, 28) with at least one of a lifting straightening device (25) associated track-mounted track measuring carriage (4) and with track sensors for measuring the altitude (17), the direction (11) and the elevation (25) of the rails of the track (3, 28) with a machine frame (13) as a reference zero line (15, 22), wherein the track measuring carriage (4) is associated with a meter lift and lower device (9), characterized in that a machine frame (13) has a Calibration device (2) is associated with Kalibrieran¬schläge (5), the in a parked from the track parking track or an intermediate position track measuring carriage (4) for Kalib¬rieren the track position sensors with an actuator (8) from a rest position in ei¬ne Kalibrierlage are displaced and against the subsequently Gleismesswa¬gen (4) can be raised and adjusted, wherein the calibration stops (5) Anschlagpunk¬te for the with the Messwagenhebevorricht Form the test carriage against the calibration stops (5).
    类似技术:
    公开号 | 公开日 | 专利标题
    EP3230526B1|2018-11-21|Method for calibrating a device for measuring tracks
    AT402519B|1997-06-25|CONTINUOUSLY RIDABLE RAILWAY MACHINE FOR COMPRESSING THE GRAVEL BED OF A TRACK
    AT515208B1|2015-07-15|Track-laying machine for performing track position corrections and procedures
    EP0652325B1|1999-05-19|Railroad maintenance machine for correcting the position of the track
    EP3728738A1|2020-10-28|Track construction machine and method for leveling a track
    DE102009002188A1|2010-10-14|Force transducer for measuring support forces in a support element
    AT519003A4|2018-03-15|Measuring device and method for detecting a track geometry
    EP2216441A2|2010-08-11|Levelling system for rail technology
    DE2854362A1|1979-07-05|METHOD AND DEVICE FOR REDUCING TRACK POSITION ERRORS
    EP0500971B1|1995-01-11|Method of weighing
    DE10031092A1|2002-01-10|Weighing device for rail vehicles
    EP1610103B1|2013-02-20|Method of determining reference weights by means of a dynamic railway cars scale.
    EP2705344B1|2018-02-21|Method for testing a bogie of a rail vehicle and test bench for a bogie of a rail vehicle
    DE10045468B4|2007-04-05|Gleismeßeinrichtung
    DE102016009386A1|2018-02-22|Method for testing the torsional strength of standing masts, and device for carrying out the method
    WO2021203149A1|2021-10-14|Method for calibrating a machine-integrated measuring system
    DE2434073C2|1982-03-18|Method for straightening and / or longitudinally leveling railway tracks by means of a rail-traveling junction-straightening leveling machine and device for carrying out the method
    DE2130417A1|1972-01-13|Mobile device for determining the twisting of a track
    EP3676449A1|2020-07-08|Concrete sleeper for a railway track
    AT514667B1|2015-05-15|Method for submerging a track
    DE2135985B2|1977-09-01|Mobile railway track measuring machine - incorporates adjustable norm unit for reference and several rail measuring points
    DE1916728C3|1976-04-29|Oberbaumeßwagen for recording, measuring and / or monitoring the position of the track and the condition of the railway superstructure
    AT394687B|1992-05-25|Machine for monitoring the contact wire of an overhead line
    DE7127635U|Device for measuring track systems
    DE1759105B2|1977-06-02|PROCEDURE FOR SETTING THE ZERO VALUE OF THE MEASURING DEVICE OF A TRACK CORRECTION DEVICE
    同族专利:
    公开号 | 公开日
    CN106489006A|2017-03-08|
    AT516248B1|2016-04-15|
    RU2667018C1|2018-09-13|
    EP3230526B1|2018-11-21|
    US20170268180A1|2017-09-21|
    EP3230526A1|2017-10-18|
    WO2016090401A1|2016-06-16|
    CN106489006B|2019-05-28|
    US10174461B2|2019-01-08|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE3235453A1|1981-09-25|1983-04-21|SIG Schweizerische Industrie-Gesellschaft, 8212 Neuhausen am Rheinfall|TRACK TREATMENT MACHINE|
    AT382410B|1983-11-16|1987-02-25|Plasser Bahnbaumasch Franz|DEVICE FOR CORRECTING THE HIGH ALTITUDE AND CROSS-TILTING OF A TRACK|
    EP0213253B1|1985-08-22|1988-04-06|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Mobile track machine for measuring respectively recording or correcting the track position with laser beams respectively laser plans|
    AT394742B|1990-02-06|1992-06-10|Plasser Bahnbaumasch Franz|TRACKING MACHINE|
    AT400162B|1990-02-06|1995-10-25|Plasser Bahnbaumasch Franz|METHOD AND TRACKING MACHINE FOR MEASURING THE CROSS SHIFTING RESISTANCE|
    AT402953B|1990-11-12|1997-10-27|Plasser Bahnbaumasch Franz|DEVICE FOR CONTACTLESS TRACK WIDTH MEASUREMENT OF RAILS|
    US5172637A|1991-02-01|1992-12-22|Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H.|Track surfacing machine for the controlled lowering of the track|
    AT403066B|1991-07-12|1997-11-25|Plasser Bahnbaumasch Franz|METHOD FOR DETERMINING THE DEVIATIONS OF THE ACTUAL LOCATION OF A TRACK SECTION|
    AU672921B2|1993-11-05|1996-10-17|Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H.|A track maintenance machine for correcting the track geometry|
    RU2151705C1|1998-01-06|2000-06-27|Акционерное общество "Кузнецкий металлургический комбинат"|Rail straightness checking device|
    EP0930398A1|1998-01-19|1999-07-21|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Correction method for the position of a railway track|
    JP3905972B2|1998-02-27|2007-04-18|有限会社ユーパス|Orbital displacement measurement system|
    DK0952254T3|1998-03-27|2004-03-15|Plasser Bahnbaumasch Franz|Method for track position correction|
    DK1028325T3|1999-02-12|2010-01-04|Plasser Bahnbaumasch Franz|Procedure for measuring a track|
    CN2394951Y|1999-09-06|2000-09-06|乔根清|Multifunction detector for railway rail|
    AT3877U3|2000-06-09|2001-03-26|Plasser Bahnbaumasch Franz|STAMPING MACHINE|
    US6674023B2|2001-11-13|2004-01-06|Alan Paine|Method and apparatus for weighing railroad cars|
    CN2543980Y|2002-06-05|2003-04-09|王智强|Ruil track dectector|
    AT5982U3|2002-11-13|2003-12-29|Plasser Bahnbaumasch Franz|METHOD FOR SCANNING A BED PROFILE|
    US7007561B1|2002-12-31|2006-03-07|Holland L.P.|Gauge restraint measurement system|
    RU2266225C1|2004-04-13|2005-12-20|Горделий Виталий Иванович|Rail track mobile testing device|
    US7469479B2|2004-04-21|2008-12-30|J. Müller AG|Method for measuring tracks|
    US8958079B2|2004-06-30|2015-02-17|Georgetown Rail Equipment Company|System and method for inspecting railroad ties|
    US7403296B2|2004-11-05|2008-07-22|Board Of Regents Of University Of Nebraska|Method and apparatus for noncontact relative rail displacement, track modulus and stiffness measurement by a moving rail vehicle|
    DE102007051126A1|2007-10-24|2009-04-30|Bombardier Transportation Gmbh|Determination of the remaining service life of a vehicle component|
    CN201158385Y|2008-02-25|2008-12-03|长沙悦诚机电科技有限公司|Instrument for accurately testing high-speed railway rails|
    DE102008060188A1|2008-11-28|2010-06-10|Siemens Aktiengesellschaft|Method and device for distance measurement|
    RU91321U8|2009-03-27|2010-05-10|Закрытое акционерное общество "Фирма ТВЕМА"|MOBILE DIAGNOSTIC COMPLEX OF AUTOMATED ASSESSMENT OF THE CONDITION OF OBJECTS OF RAILWAY INFRASTRUCTURE|
    DE102010047234B8|2010-10-04|2015-12-24|Schenck Process Gmbh|Weighing module for measuring wheel contact forces|
    US8844149B2|2011-09-13|2014-09-30|Holland, L.P.|Rail cant measurement tool and method|
    US9303364B2|2012-09-13|2016-04-05|Holland, L.P.|Rail cant measurement tool and method|
    US20140151460A1|2012-12-02|2014-06-05|General Electric Company|System and method for maintaining sensor performance|
    US9573607B2|2013-03-15|2017-02-21|Kanawha Scales & Systems, Inc.|System for accurate measurement of vehicle speeds for low speed industrial applications|
    SE538909C2|2014-04-15|2017-02-07|Eber Dynamics Ab|Method and apparatus for determining structural parameters of a railway track|
    EP2957674B1|2014-06-18|2017-10-11|HP3 Real GmbH|Method for operating a movable superstructure machine on a railway track|
    US9533698B2|2014-09-24|2017-01-03|Bartlett & West, Inc.|Railway monitoring system|
    US10000223B2|2015-09-18|2018-06-19|Tech Services Group, LLC|Rail track geometry measurement|US10774478B2|2015-12-17|2020-09-15|Siemens Mobility Pty Ltd.|Railway track displacement measurement system and method for proactive maintenance|
    AT519218B1|2017-02-06|2018-05-15|Hp3 Real Gmbh|Method for optimizing a track position|
    CN112442927A|2019-09-02|2021-03-05|中国铁道科学研究院集团有限公司铁道建筑研究所|Method for measuring front end deviation of tamping car|
    CN110924247A|2019-12-11|2020-03-27|楼文昊|I-shaped steel rail calibration and alignment device for railway construction|
    CN111024144A|2019-12-20|2020-04-17|中国铁建重工集团股份有限公司|Calibration table for detection equipment|
    AT523691A1|2020-04-07|2021-10-15|Hp3 Real Gmbh|Procedure for calibrating a machine's own measuring system|
    AT17147U1|2020-05-04|2021-07-15|Hp3 Real Gmbh|Process for generating a safety-relevant acceptance letter for a track maintenance machine|
    AT523717B1|2020-06-18|2021-11-15|Hp3 Real Gmbh|Method for measuring a track position|
    CN111926640B|2020-08-14|2021-09-28|北京中建空列集团有限公司|Movable suspension type air train track maintenance system|
    法律状态:
    2017-05-15| PC| Change of the owner|Owner name: HP3 REAL GMBH, AT Effective date: 20170321 |
    优先权:
    申请号 | 申请日 | 专利标题
    ATA50901/2014A|AT516248B1|2014-12-12|2014-12-12|Method for calibrating a device for measuring tracks|ATA50901/2014A| AT516248B1|2014-12-12|2014-12-12|Method for calibrating a device for measuring tracks|
    RU2016138296A| RU2667018C1|2014-12-12|2015-12-10|Method of calibration of track measuring devices|
    CN201580024487.XA| CN106489006B|2014-12-12|2015-12-10|Calibrate the method for measuring the equipment of track|
    EP15820027.9A| EP3230526B1|2014-12-12|2015-12-10|Method for calibrating a device for measuring tracks|
    US15/319,760| US10174461B2|2014-12-12|2015-12-10|Method for calibrating a device for measuring tracks|
    PCT/AT2015/050313| WO2016090401A1|2014-12-12|2015-12-10|Method for calibrating a device for measuring tracks|
    [返回顶部]