EP0780514A1 - Procédé pour positionner exactement dans l'espace d'outillage de fabrication et dispositif pour sa mise en oeuvre - Google Patents

Procédé pour positionner exactement dans l'espace d'outillage de fabrication et dispositif pour sa mise en oeuvre Download PDF

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Publication number
EP0780514A1
EP0780514A1 EP96119247A EP96119247A EP0780514A1 EP 0780514 A1 EP0780514 A1 EP 0780514A1 EP 96119247 A EP96119247 A EP 96119247A EP 96119247 A EP96119247 A EP 96119247A EP 0780514 A1 EP0780514 A1 EP 0780514A1
Authority
EP
European Patent Office
Prior art keywords
reference points
rail fastening
machine
sleepers
der
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
EP96119247A
Other languages
German (de)
English (en)
Other versions
EP0780514B1 (fr
Inventor
Ulrich Völter
Norbert Mattivi
Alfons Opferkuch
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.)
Intermetric Gesellschaft fur Ingenieurmessung und Raumbezogene Informationssysteme Mbh
Original Assignee
Intermetric Gesellschaft fur Ingenieurmessung und Raumbezogene Informationssysteme Mbh
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 Intermetric Gesellschaft fur Ingenieurmessung und Raumbezogene Informationssysteme Mbh filed Critical Intermetric Gesellschaft fur Ingenieurmessung und Raumbezogene Informationssysteme Mbh
Publication of EP0780514A1 publication Critical patent/EP0780514A1/fr
Application granted granted Critical
Publication of EP0780514B1 publication Critical patent/EP0780514B1/fr
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
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • 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
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/15—Layout or geometry of the track

Definitions

  • the invention relates to a method according to the preamble of claim 1.
  • the rails are fastened to cross sleepers.
  • the sleepers in turn are stored softly in a ballast bed.
  • the ballast bed In the case of high-speed lines, i.e. expansion speeds of more than 160 km / h. the ballast bed is increasingly being replaced by a solid surface.
  • the foundation body of the rails such as the cross sleepers of classic railway construction, but also other conceivable rail fastening bodies are in a concrete, asphalt or other fixed support plate integrated or individually or as a rust on a concrete, asphalt or other fixed support plate.
  • first reference points and reference lines in some cases a guide rope pegged outside the slab track, marked and determined in terms of coordinates and height, then the position of the tracks to be laid, or of the fastening bodies carrying them, or of the manufacturing or laying machine, is measured and laid from these reference points or reference lines by means of horizontal and vertical distance sensors, for example by means of a scale or a mechanical distance sensor or the manufacturing or laying machine in use is determined during the manufacturing or laying process by surveying experts from points outside the manufacturing or laying machine that are known in terms of coordinates and height, for example by polar measurement, with the help of outside the manufacturing or laying machine Instructional devices on the ground are instructed in the target position.
  • the points known with regard to coordinates and height have mutual distances of several decimeters (they are attached, for example, to contact line masts that have already been created, the distance of which is 60 m) or much larger distances.
  • the invention has for its object to provide a method of the type mentioned, in which the measurement and production can be decoupled in time.
  • the reference points are provided in such proximity to the track to be produced and at such a mutual distance that at least one reference point, preferably a plurality of reference points, can be measured by the production device from at least one selected position of the production device is (are), and that the arrangement of the rail fastening body or the openings for receiving the rail fastening body is controlled from the manufacturing facility (hereinafter also referred to as a device).
  • the device can be controlled largely independently of the weather.
  • the positioning accuracy of the track or the supporting body carrying it eg sleepers
  • the invention includes embodiments in which the evaluation of the reference points at the location of the device and the adjustment of the position of the thresholds still require the work of a surveyor.
  • the aim should be to provide appropriate devices on the device which enable a person, in particular the machine operator, to position the device in a desired position known to the machine operator (which is contained in a list or stored in a computer) without complicated calculations can be set) relative to the reference points.
  • the positioning can be carried out so precisely within the tolerances permitted for the finished track that, for example, the rails for the track can be arranged directly on the support surfaces provided for them on the sleepers (cross sleepers, since they run transverse to the direction of the track) .
  • the invention results in a course of the contact surfaces that is precise within the scope of what is technically possible, and tolerances are then compensated for subsequently; for this purpose, it is expedient if the contact surfaces are at most deeper than the required target position, because the target position of the rail can then be easily achieved by interposing metal plates.
  • thresholds already laid by the device can be used for control in addition to the reference points mentioned. This may increase the security of the process and reduce the risk of errors occurring will.
  • the plane itself is defined by three reference points arranged at a distance from one another.
  • the reference points are advantageously provided with an automatically readable identification; this can be, for example, machine-readable plain text (for example OCR writing) or a bar code.
  • identification of the reference points by means of an identification attached to them is not mandatory because the other reference points can also be identified by counting from a known reference point.
  • the reference points used in the invention can either be attached to a previously very precisely defined location with high accuracy, which requires a very high accuracy and thus a corresponding amount of time when attaching the reference points, or the reference points are attached relatively close to their desired position (for Example at a distance of one centimeter in the horizontal and vertical), then their position with means of surveying technology determined and recorded in a list.
  • the reference point can be formed, for example, by a metal plate or ceramic plate, which is fastened using a dowel.
  • the plate mentioned then has an engraved cross marking (two crossing lines), the intersection of which forms the reference point.
  • the said cross marking can either be present from the beginning or it is applied after the plate has been fastened, its exact position being determined by means of measurement technology.
  • the data of the individual reference points are expediently collected in a list, and the list may also contain the deviations of the positions of the reference points from their desired position.
  • the list can either be read and evaluated by a surveyor on the device, or it can be entered in a machine-readable form into a computer that largely automatically evaluates the data in the table.
  • the reference points are sensed by means of an optical device, expediently one for each reference point located in the area of the device, in particular by a camera generating an electronic image, and that for the correct one Arrangement in the height of these reference points can be detected by means of distance sensors.
  • the cameras or more generally optical devices can be located, for example, at fixed points of the device, and the device is first moved by driving on its assembly tracks until the reference points come into view of the optical devices and then the device is either moved on as a whole and / or a separately positionable one Part of the device, for example the mounting frame that holds the sleepers, is essentially moved in the longitudinal and transverse directions of the device until this part of the device has reached the desired position in the horizontal plane.
  • the height of the installation frame mentioned in the example within the device is also determined by detecting the distance between the distance sensors and the reference points. changed relative to a machine frame movable on the mounting rails so that the mounting frame occupies the correct position. If the installation frame holds sleepers that are to be used in liquid concrete, as is known per se, the immersion of the sleepers in the concrete is accompanied by a shaking movement, as a result of which the sleepers can be inserted into the concrete with relatively little effort, and after At the end of the vibrating movement, the sleepers then maintain their position in the still flowing concrete.
  • the height sensors can be designed in any technically feasible form, for example, the respective height by means of laser distance measurement, by targeting the reference point from two spaced locations or by a height measuring rod placed on the reference point, the height of which is read mechanically, electrically or optically will.
  • the results determined when the reference points are acquired are made visible on a display to a machine operator or surveying technician, who can use this information to steer the device into a desired position in which, for example, the reference points are located exactly in the center of the respective screen. It is also possible to automate the process, in particular with the aid of a program-controlled one Computers, whereby a display just mentioned is nevertheless expedient in order to be able to always monitor the safe functioning of the method or the device.
  • a device according to the invention which is designed to carry out the method and, if appropriate, its further developments, has the devices which are required in order to be able to carry out the method according to the individual claims relating to the method.
  • the sensors are expediently located on the part that holds the sleeper and is movable relative to the rest of the device.
  • the rest of the device is referred to here simply as a machine frame and in the example includes the wheels rolling on the mounting rails, drive motors (preferably internal combustion engines) for locomotion on the mounting rails and for the supply of hydraulic and / or electrical devices, such as vibrators, servomotors, sensors and a computer and a cabin for the machinist.
  • the invention is not limited to the positioning of rails or rail fastening bodies, but is also suitable, for example, for controlling machines which produce the track substructure, for example also for milling a groove or for drilling an opening in which the rail fastening bodies are to be fastened.
  • the invention is also not only limited to railroad tracks with two rails, but is also suitable, for example, for monorails or also for a train floating on a rail, such as for example a magnetic levitation train.
  • the invention creates a method according to which manufacturing machines of any design position themselves automatically when building track-bound traffic routes via previously precisely measured reference points.
  • HHT hydraulically bound base layer
  • the laying machine for sleepers referred to as device 20 has wheels 21 which run on the mounting rails 23, which simultaneously form a lateral formwork for the support plate 7 and laterally outside the sleepers to be laid and thus also the rails to be laid later lie, as Figure 2 shows.
  • the device 20 has a motor unit 25, to which several internal combustion engines belong, which on the one hand serve to drive the device 20 on the mounting rails 23 and on the other hand serve to supply hydraulic devices and to drive electrical generators for supplying power to various devices of the device.
  • a cabin 30 is provided for the machine operator, in which the devices required for manual control of the device and also visual devices are located, by means of which the machine operator can determine the position of the device relative to reference points detected by sensors.
  • the parts of the device just mentioned (but without sensors and computers) are collectively referred to here as machine frames.
  • a mounting frame 40 is held on the machine frame, the position of which can be changed relative to the machine frame by hydraulic lifting devices 43 in the vertical direction and by servomotors 44, 45 in the longitudinal direction of the device and in the transverse direction.
  • a cross slide-type device 46 is fastened to the machine frame in its two end regions via the lifting devices 43, on which the mounting frame is held so that it can be displaced via the servomotors 44 and 55 such that rotation about a vertical axis is possible to a limited extent.
  • the lifting devices 43 rear and front, left and right, the mounting frame 40 can be inclined relative to the horizontal plane.
  • a gripping device 49 is arranged via a vibrating device 47, which is designed in such a way that, in the example, it can grip ten sleepers arranged at a predetermined distance of 65 cm from center to center and can move them into a desired position.
  • Sensors 51 and 53 are fixedly connected to the mounting frame, of which the sensors 51 are designed as television cameras, each of which detects an assigned reference point 55 in a viewing direction perpendicular from top to bottom when the device has moved sufficiently close to the reference points.
  • the sensors 53 determine the height of the mounting frame in comparison to the height of the respectively assigned reference point 55.
  • the reference points 55 are, as shown in Figure 3, arranged in the example so that they lie outside the mounting rails 23 so that they are not affected by the concreting work for the support plate 7, the reference points in the area of the beginning and the end of a surface area for a number of thresholds (ten in the example) to be installed at the same time.
  • the device 20 which is located with its installation frame in a first laying step in the uppermost third of the area shown in FIG. 3, can with the sensors all four reference points 55-1 to 55-4, which are just in the area of the corners thereof mentioned area, and if the device has moved into the middle area of FIG. 3 after jogging and releasing the sleepers and after gripping further sleepers, there are again four reference points (55-3 to 55-6) in the Field of view of the sensors of the device, of which, however, two had already been detected by the device in the previous work step, whereas some (in the example, two) of the reference points are in an area in which no thresholds have yet been laid and which are still in the previous work step had not been caught by the device.
  • inclination sensors are arranged on the mounting frame, which measure the inclination with respect to the horizontal plane to capture.
  • FIG. 1 two reference points 55 are visible, which there are shown in deviation from Fig. 2 as horizontal plate-like parts which are attached to the base layer 5 with a dowel or peg.
  • the drive devices and gripping devices of FIG. 2 are not shown in FIG. 1 for reasons of simplification.
  • In the cabin 30 there is a computer 62 on a table 60 which is coupled to the sensors and actuating devices mentioned above.
  • a display device 64 allows the operator to position the entire machine and the mounting frame with the aid of a keyboard 66 with control stick.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
EP96119247A 1995-12-22 1996-11-30 Procédé pour positionner exactement dans l'espace d'outillage de fabrication et dispositif pour sa mise en oeuvre Expired - Lifetime EP0780514B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19548229A DE19548229C5 (de) 1995-12-22 1995-12-22 Verfahren zum räumlich genauen Positionieren von Fertigungsvorrichtungen und Vorrichtung zum Durchführen des Verfahrens
DE19548229 1995-12-22

Publications (2)

Publication Number Publication Date
EP0780514A1 true EP0780514A1 (fr) 1997-06-25
EP0780514B1 EP0780514B1 (fr) 2000-10-18

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EP96119247A Expired - Lifetime EP0780514B1 (fr) 1995-12-22 1996-11-30 Procédé pour positionner exactement dans l'espace d'outillage de fabrication et dispositif pour sa mise en oeuvre

Country Status (3)

Country Link
EP (1) EP0780514B1 (fr)
AT (1) ATE197073T1 (fr)
DE (1) DE19548229C5 (fr)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003025286A1 (fr) * 2001-09-17 2003-03-27 Balfour Beatty Plc Installation de rail
EP1172482A3 (fr) * 2000-07-10 2003-07-30 GSG Knape Gleissanierung GmbH Procédé de pose de voies ferrées, en particulier sans ballast, et dispositif de mesure pour mise en oeuvre d'un tel procédé
WO2004067845A1 (fr) * 2003-01-27 2004-08-12 Max Bögl Bauunternehmung GmbH & Co. KG Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure
WO2007124997A1 (fr) 2006-04-28 2007-11-08 Siemens Aktiengesellschaft Procede et agencement pour determiner les distances entre des points le long d'une voie
KR100918359B1 (ko) * 2001-11-07 2009-09-22 알스톰 콘크리트 슬래브 상에 레일 트랙을 구성하는 방법 및 그방법에 사용하기 위한 임시 타이 플레이트
KR100923829B1 (ko) * 2001-11-07 2009-10-27 알스톰 콘크리트 슬래브 상에 레일 트랙을 구성하는 방법 및 그방법에 사용하기 위한 임시 타이 플레이트
CN101994280A (zh) * 2010-10-09 2011-03-30 中铁一局集团有限公司 高速铁路无砟轨道轨道板全自动精调设备
CN102002896A (zh) * 2010-12-14 2011-04-06 无锡盾建重工制造有限公司 Crtsⅲ型无砟轨道板铺设精调车
CN102011352A (zh) * 2010-12-14 2011-04-13 无锡盾建重工制造有限公司 Crtsⅰ型无砟轨道板铺设精调车
CN102094369A (zh) * 2010-12-14 2011-06-15 无锡盾建重工制造有限公司 Crtsⅰ、ⅲ型轨道板铺设精调机构
CN102191732A (zh) * 2010-12-14 2011-09-21 河北众鑫源桥隧设备制造有限公司 无砟轨道板铺设精调车
CN102635041A (zh) * 2010-12-14 2012-08-15 无锡盾建重工制造有限公司 Crtsⅱ型无砟轨道板铺设精调车
CN105133449A (zh) * 2015-09-14 2015-12-09 北京航华星金属结构厂 轨道调轨机
CN106012717A (zh) * 2016-08-04 2016-10-12 中铁十七局集团第三工程有限公司 一种振捣整平装置
CN106567336A (zh) * 2016-11-03 2017-04-19 张守胜 悬轨式提浆整平机
CN111251451A (zh) * 2020-04-24 2020-06-09 中铁九局集团有限公司 适用于高速铁路无砟轨道板自动封锚系统

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DE10201095C1 (de) * 2002-01-09 2003-12-18 Siemens Ag Vorrichtung zur automatischen Verlegung von Balisen im Gleisbett
ATE284998T1 (de) 2002-02-21 2005-01-15 Intermetric Ges Fuer Ingenieur Verfahren zum räumlich hochgenauen positionieren von schienenbefestigungskörpern oder werkzeugen und vermessungsvorrichtung dafür
DE10223099A1 (de) * 2002-05-17 2003-12-18 Siemens Ag Vorrichtung zur automatischen Verlegung von Balisen im Gleisbett
CN102720102B (zh) * 2012-07-09 2014-04-09 安徽兴宇轨道装备有限公司 一种施工小车
CN103600750A (zh) * 2013-10-31 2014-02-26 安徽兴宇轨道装备有限公司 一种轨道施工车的行走装置
CN104141264B (zh) * 2014-07-25 2016-01-06 中铁十七局集团第五工程有限公司 板式无碴轨道铺设精度保持方法
AT517558B1 (de) * 2015-08-14 2018-02-15 Plasser & Theurer Export Von Bahnbaumaschinen Gmbh Gleisbaumaschine
CN110983884B (zh) * 2019-12-18 2021-09-28 上海轨道交通检测认证(集团)有限公司 一种可实现精确标记的铁轨铺设用轨距检测装置

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DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE2830137A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Verfahren zur herstellung von gleisoberbauten sowie stahlbetonfertigteile und verlegegeraet zur durchfuehrung des verfahrens
DE3840795A1 (de) * 1988-12-03 1990-06-07 Zueblin Ag Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE4328668C1 (de) * 1993-08-26 1994-10-06 Zueblin Ag Verfahren und Vorrichtung zur kontinuierlichen Herstellung eines schotterlosen Gleisoberbaus

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AT359110B (de) * 1977-08-16 1980-10-27 Plasser Bahnbaumasch Franz Selbstfahrbare gleisbaumaschinenanordnung
CH683703A5 (de) * 1991-09-26 1994-04-29 Mueller J Ag Verfahren zur Geleisevermessung.
AT401399B (de) * 1992-06-19 1996-08-26 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einem laser-bezugsystem

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2422942A1 (de) * 1974-05-11 1975-11-20 Zueblin Ag Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE2830137A1 (de) * 1978-07-08 1980-01-17 Zueblin Ag Verfahren zur herstellung von gleisoberbauten sowie stahlbetonfertigteile und verlegegeraet zur durchfuehrung des verfahrens
DE3840795A1 (de) * 1988-12-03 1990-06-07 Zueblin Ag Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE4328668C1 (de) * 1993-08-26 1994-10-06 Zueblin Ag Verfahren und Vorrichtung zur kontinuierlichen Herstellung eines schotterlosen Gleisoberbaus

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1172482A3 (fr) * 2000-07-10 2003-07-30 GSG Knape Gleissanierung GmbH Procédé de pose de voies ferrées, en particulier sans ballast, et dispositif de mesure pour mise en oeuvre d'un tel procédé
WO2003025286A1 (fr) * 2001-09-17 2003-03-27 Balfour Beatty Plc Installation de rail
KR100918359B1 (ko) * 2001-11-07 2009-09-22 알스톰 콘크리트 슬래브 상에 레일 트랙을 구성하는 방법 및 그방법에 사용하기 위한 임시 타이 플레이트
KR100923829B1 (ko) * 2001-11-07 2009-10-27 알스톰 콘크리트 슬래브 상에 레일 트랙을 구성하는 방법 및 그방법에 사용하기 위한 임시 타이 플레이트
WO2004067845A1 (fr) * 2003-01-27 2004-08-12 Max Bögl Bauunternehmung GmbH & Co. KG Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure
WO2007124997A1 (fr) 2006-04-28 2007-11-08 Siemens Aktiengesellschaft Procede et agencement pour determiner les distances entre des points le long d'une voie
CN101994280A (zh) * 2010-10-09 2011-03-30 中铁一局集团有限公司 高速铁路无砟轨道轨道板全自动精调设备
CN102191732A (zh) * 2010-12-14 2011-09-21 河北众鑫源桥隧设备制造有限公司 无砟轨道板铺设精调车
CN102011352A (zh) * 2010-12-14 2011-04-13 无锡盾建重工制造有限公司 Crtsⅰ型无砟轨道板铺设精调车
CN102094369A (zh) * 2010-12-14 2011-06-15 无锡盾建重工制造有限公司 Crtsⅰ、ⅲ型轨道板铺设精调机构
CN102002896A (zh) * 2010-12-14 2011-04-06 无锡盾建重工制造有限公司 Crtsⅲ型无砟轨道板铺设精调车
CN102635041A (zh) * 2010-12-14 2012-08-15 无锡盾建重工制造有限公司 Crtsⅱ型无砟轨道板铺设精调车
CN102191732B (zh) * 2010-12-14 2012-11-14 河北众鑫源桥隧设备制造有限公司 无砟轨道板铺设精调车
CN102011352B (zh) * 2010-12-14 2012-11-21 无锡盾建重工制造有限公司 Crtsⅰ型无砟轨道板铺设精调车
CN105133449A (zh) * 2015-09-14 2015-12-09 北京航华星金属结构厂 轨道调轨机
CN105133449B (zh) * 2015-09-14 2017-03-22 北京航华星轨道设备制造有限公司 轨道调轨机
CN106012717A (zh) * 2016-08-04 2016-10-12 中铁十七局集团第三工程有限公司 一种振捣整平装置
CN106012717B (zh) * 2016-08-04 2017-11-03 中铁十七局集团第三工程有限公司 一种振捣整平装置
CN106567336A (zh) * 2016-11-03 2017-04-19 张守胜 悬轨式提浆整平机
CN111251451A (zh) * 2020-04-24 2020-06-09 中铁九局集团有限公司 适用于高速铁路无砟轨道板自动封锚系统

Also Published As

Publication number Publication date
EP0780514B1 (fr) 2000-10-18
DE19548229C1 (de) 1997-07-31
DE19548229C5 (de) 2005-11-24
ATE197073T1 (de) 2000-11-15

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