• 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:
    For the correction of a track position in connection with a ballast cleaning, after a return of cleaned ballast to a track (2), its actual position is measured by recording actual position data. In parallel, fixed point correction values are determined by a subsequent sighting carriage (11). The actual position data and the fixed point correction values are transmitted to the subsequent tamping machine (14) and used for the determination of correction values for a track target position to be created by submergence.
    公开号:AT514718A1
    申请号:T701/2013
    申请日:2013-09-11
    公开日:2015-03-15
    发明作者:
    申请人:Plasser & Theurer Export Von Bahnbaumaschinen Gmbh；
    IPC主号:
    专利说明:

    Method for the correction of a track position.
    [01] The invention relates to a method for the correction of a track position in connection with a ballast cleaning by a cleaning machine disposed upstream of a working direction of a tamping machine.
    [02] A combination of ballast cleaning of a track with immediately following track position correction by a tamping machine is known from GB 2 186 309.
    [03] In the article " Track machine guidance " in the journal "Rail Infrastructure", 31 (2003), pages 47 to 49, a method for measuring the track position is described in more detail. A stationary during track measurement and equipped with a laser transmitter measuring vehicle is moved in the direction of work to a next geodetically measured fixed point, which is usually located on a catenary mast. The laser transmitter is set up with respect to the fixed point adjacent in the transverse direction of the track and thus brought into an exact setpoint position. Subsequently, the laser transmitter is set up with the aid of a telescope attached to this on a receiver located on the mobile, rear measuring vehicle.
    The object of the present invention is now to provide a method of the type mentioned, with which an improved track position correction is possible.
    [05] This object is achieved by a method of the generic type by the features cited in the characterizing part of the main claim.
    [06] With this method, it is possible to reduce the overall length of the track construction site while avoiding a measurement run limited only to the measurement of the track position.
    [07] Further advantages of the invention will become apparent from the dependent claim and the drawing description.
    [08] In the following the invention will be described in more detail with reference to an embodiment shown in the drawing. 1 shows a side view of a cleaning machine for cleaning ballast of a track, as well as a subsequent tamping machine for a track position correction, and FIG. 2 shows an enlarged view of a visor carriage in the track longitudinal direction.
    [09] On a track construction site shown in FIG. 1, a cleaning machine 1 for cleaning ballast of a track 2 is provided. This consists essentially of a clearing chain 3 for ballast picking and a sieve 4. The cleaned ballast is dropped on a track 5 on the track 2. At a - with respect to a working direction 6 - rear end 7 of the cleaning machine 1, a measuring trailer 8 is provided. This has a track measuring system 9 and a measuring chord formed track measuring system 10.
    Immediately behind the cleaning machine 1 is a - shown enlarged in Fig. 2 - visor carriage 11 is provided for a distance measurement to a fixed point 12 which is mounted on a catenary mast 13.
    [11] Behind the visor carriage 11, a tamping machine 14 with a measuring trailer 15 is provided. This is hinged to a rear end of the machine 16 and also equipped with movable on the track 2 measuring axes 9 and a measuring chord.
    The visible in Fig. 2 sighting carriage 11 is moved by a drive 17 and wheels 18 on the track 2 and already by EP 0 511 191 known. With the help of a laser transmitter 19 and a laser beam 20, the position of the track 2 with respect to the fixed point 12 can be calculated in a computer 22. The visor carriage 11 can be controlled by an operator located next to the track 2 with the aid of a remote control device 21.
    [13] The process according to the invention will now be described in more detail below. While gravel is being continuously cleaned with the first vehicle, the cleaning machine 1, an equally continuous correction of the track position takes place with the following tamping machine 14.
    After a return of the cleaned ballast in the track 2 whose actual position is measured under detection of actual data by the measuring trailer 8. Parallel to this, fixed point correction values are determined directly behind the cleaning machine 1 by the sighting carriage 11, by detecting the current track or actual position with respect to fixed points 12. The actual position data and the fixed point correction values are transmitted by radio to the subsequent tamping machine 14 and used in conjunction with a software program for determining correction values for a track target position to be created by means of undercutting.
    [15] In a further variant of the invention, another tamping machine can be used immediately behind the tamping machine 14 shown in FIG. In this case, further actual data of the track 2, which are measured by the measuring trailer 15 of the upstream first stuffing machine 14, transmitted by radio to the subsequent tamping machine for calculating the required track correction values.
    权利要求:
    Claims (2)
    [1]
    1. A method for the correction of a track position in connection with a ballast cleaning by a with respect to a working direction (6) of a tamping machine (14) upstream cleaning machine (1), characterized by the following steps: a) after a return of cleaned ballast in a track ( 2) whose actual position is measured by acquisition of actual position data, b) in parallel fixed point correction values are determined by detecting the track position with respect to fixed points (12), c) the actual position data and the fixed point correction values are applied to the following tamping machine (14) and used for the determination of correction values for a track target position to be created by means of submission.
    [2]
    2. The method according to claim 1, characterized in that immediately after a first clogging of the track by said tamping machine (14) in turn detected both actual position and fixed point correction values and for a determination of new correction values for a track target position by a subsequent second Tamping machine can be used.
    类似技术:
    公开号 | 公开日 | 专利标题
    EP2176465B1|2011-01-12|Method for measuring a track position
    EP0520342B1|1995-12-06|Measuring vehicle
    EP1420113B1|2007-05-09|Method for scanning the track bed
    DE3137194C2|1993-07-01|
    DE4222333A1|1993-01-14|METHOD FOR DETERMINING THE DEVIATIONS OF THE ACTUAL LOCATION OF A TRACK SECTION
    AT514502B1|2015-04-15|Method for determining a track target position
    EP3044374B1|2017-10-11|Method for correcting a rail track
    EP3535456B1|2020-12-09|Track-laying machine with track-layout-measuring system
    EP3442849B1|2020-01-01|Method and measuring system for sensing a fixed point next to a track
    EP1001085B1|2004-12-01|Method and apparatus for tamping a railway track
    EP0652325B1|1999-05-19|Railroad maintenance machine for correcting the position of the track
    EP1270814B1|2006-06-14|Track building machine and method for measuring a track
    AT516343B1|2018-02-15|Method for determining the position of the overhead line or the busbar for vehicles
    EP0731217B1|2000-01-12|Tamping machine, assembly and method for tamping a railway track
    AT520824B1|2019-08-15|Method and machine for submerging a track in the area of a switch
    DE102006022935A1|2007-11-22|Method and device for wheel-strike compensation in wheel alignment
    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
    EP3030718B1|2018-02-07|Method for tamping a track
    AT516672A1|2016-07-15|Mobile contact wire measuring system for two-way vehicles
    同族专利:
    公开号 | 公开日
    WO2015036084A1|2015-03-19|
    AU2014320780A1|2016-03-10|
    JP6338671B2|2018-06-06|
    EA201600027A1|2016-08-31|
    EP3044374B1|2017-10-11|
    BR112016005297B1|2020-12-29|
    CA2919285C|2021-02-16|
    DK3044374T3|2018-01-15|
    CN105492693A|2016-04-13|
    JP2016530417A|2016-09-29|
    EA030322B1|2018-07-31|
    NO3044374T3|2018-03-10|
    PL3044374T3|2018-03-30|
    CN105492693B|2017-08-11|
    CA2919285A1|2015-03-19|
    ES2649479T3|2018-01-12|
    AT514718B1|2015-06-15|
    AU2014320780B2|2017-07-06|
    US9863097B2|2018-01-09|
    US20160186385A1|2016-06-30|
    EP3044374A1|2016-07-20|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    EP0520342A1|1991-06-27|1992-12-30|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Measuring vehicle|
    EP1001085A1|1998-11-11|2000-05-17|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Method and apparatus for tamping a railway track|
    AT372724B|1981-02-27|1983-11-10|Plasser Bahnbaumasch Franz|MOBILE MACHINE SYSTEM WITH MULTIPLE, INDEPENDENTLY TRAVELABLE RAILWAY MACHINES|
    AT386432B|1986-02-12|1988-08-25|Plasser Bahnbaumasch Franz|MOBILE SYSTEM FOR CLEANING AND CONNECTING COMPRESSION OF THE GRAVEL BED OF RAILWAYS|
    CN1050399C|1991-04-24|2000-03-15|弗朗茨普拉瑟尔铁路机械工业有限公司|Device for measuring distance between prack and fixed point|
    EP0518845B1|1991-06-12|1995-04-12|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Method and tamping machine for the compaction of ballast of railway lines|
    AT403066B|1991-07-12|1997-11-25|Plasser Bahnbaumasch Franz|METHOD FOR DETERMINING THE DEVIATIONS OF THE ACTUAL LOCATION OF A TRACK SECTION|
    AT402307B|1993-01-27|1997-04-25|Plasser Bahnbaumasch Franz|MACHINE ARRANGEMENT FOR FOUNDING A TRACK|
    AT409979B|1997-10-06|2002-12-27|Plasser Bahnbaumasch Franz|TRACK CONSTRUCTION MACHINE WITH A REFERENCE SYSTEM FOR CONTROLLING A WORKING UNIT AND METHOD|
    EP0930398A1|1998-01-19|1999-07-21|Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H.|Correction method for the position of a railway track|
    DK0952254T3|1998-03-27|2004-03-15|Plasser Bahnbaumasch Franz|Method for track position correction|
    AT5982U3|2002-11-13|2003-12-29|Plasser Bahnbaumasch Franz|METHOD FOR SCANNING A BED PROFILE|
    AT504517B1|2007-04-12|2008-06-15|Plasser Bahnbaumasch Franz|Method for controlled lowering of track, involves capturing and recording longitudinal slope of track in rear scanning location of measuring system according to displacement measurement|
    CN201103084Y|2007-08-21|2008-08-20|中国铁道科学研究院铁道建筑研究所|Rail anchor point and construction clearance measuring apparatus|
    GB0717403D0|2007-09-07|2007-10-24|Jarvis Plc|Track adjustment|
    CN101982609B|2010-09-19|2013-03-20|北京凌云光视数字图像技术有限公司|Tamping wagon photoelectric measurement system and method|
    US9051695B2|2011-10-18|2015-06-09|Herzog Railroad Services, Inc.|Automated track surveying and ballast replacement|
    AT512159B1|2012-04-11|2013-06-15|Plasser Bahnbaumasch Franz|Machine for the maintenance of a track|
    AT514718B1|2013-09-11|2015-06-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Method for correcting a track|
    CN106661847B|2014-08-13|2019-10-25|普拉塞-陶伊尔铁路机械出口股份有限公司|For making the machine of orbitally stable|
    US10345099B2|2015-03-18|2019-07-09|Focus Point Solutions|Reference system for track alignment machines|AT514718B1|2013-09-11|2015-06-15|Plasser & Theurer Export Von Bahnbaumaschinen Gmbh|Method for correcting a track|
    AT518692B1|2016-06-13|2019-02-15|Plasser & Theurer Exp Von Bahnbaumaschinen G M B H|Method and system for maintaining a track for rail vehicles|
    AT520894B1|2018-01-22|2021-01-15|Hp3 Real Gmbh|Process for improving the track position using a track tamping machine|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA701/2013A|AT514718B1|2013-09-11|2013-09-11|Method for correcting a track|ATA701/2013A| AT514718B1|2013-09-11|2013-09-11|Method for correcting a track|
    EA201600027A| EA030322B1|2013-09-11|2014-08-14|Method for correcting a rail track|
    US14/911,602| US9863097B2|2013-09-11|2014-08-14|Method for correcting a rail track|
    DK14753207.1T| DK3044374T3|2013-09-11|2014-08-14|PROCEDURE FOR CORRECTING A TRACK|
    CA2919285A| CA2919285C|2013-09-11|2014-08-14|Method for correction of a track position|
    CN201480048384.2A| CN105492693B|2013-09-11|2014-08-14|Method for correcting orbital position|
    NO14753207A| NO3044374T3|2013-09-11|2014-08-14|
    BR112016005297-8A| BR112016005297B1|2013-09-11|2014-08-14|process for correcting a rail|
    ES14753207.1T| ES2649479T3|2013-09-11|2014-08-14|Procedure for the correction of a route|
    PL14753207T| PL3044374T3|2013-09-11|2014-08-14|Method for correcting a rail track|
    PCT/EP2014/002251| WO2015036084A1|2013-09-11|2014-08-14|Method for correcting a rail track|
    JP2016541834A| JP6338671B2|2013-09-11|2014-08-14|Orbit position correction method|
    AU2014320780A| AU2014320780B2|2013-09-11|2014-08-14|Method for correcting a rail track|
    EP14753207.1A| EP3044374B1|2013-09-11|2014-08-14|Method for correcting a rail track|
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