EP1178153B1 - Führungsmethode und -einrichtung zum Einbringen von Gegenständen in den Grund - Google Patents

Führungsmethode und -einrichtung zum Einbringen von Gegenständen in den Grund Download PDF

Info

Publication number
EP1178153B1
EP1178153B1 EP01401856A EP01401856A EP1178153B1 EP 1178153 B1 EP1178153 B1 EP 1178153B1 EP 01401856 A EP01401856 A EP 01401856A EP 01401856 A EP01401856 A EP 01401856A EP 1178153 B1 EP1178153 B1 EP 1178153B1
Authority
EP
European Patent Office
Prior art keywords
insertion device
measuring station
elements
arm
vehicle
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 - Lifetime
Application number
EP01401856A
Other languages
English (en)
French (fr)
Other versions
EP1178153A1 (de
Inventor
Ian Robertson
Jean Ehrsam
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.)
Alstom SA
Original Assignee
Alstom SA
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 Alstom SA filed Critical Alstom SA
Publication of EP1178153A1 publication Critical patent/EP1178153A1/de
Application granted granted Critical
Publication of EP1178153B1 publication Critical patent/EP1178153B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • 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
    • E01B29/32—Installing or removing track components, not covered by the preceding groups, e.g. sole-plates, rail anchors
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • 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
    • E01B35/02—Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves

Definitions

  • the invention relates to a method of guiding a device for inserting elements in the ground for the realization of a work and in particular to a method of guiding a saddle insertion device for the realization of a pathway of the type described in patent application EP 0 803 609, allowing to obtain the insertion of saddles in concrete, at a given position with a precision less than one millimeter.
  • the invention also relates to a element insertion device in the soil implementing such a method of guide.
  • From DE-A-19808812 is known a method of guiding a device for inserting elements into the ground for the realization of a work, according to which the device is guided by geodesy.
  • the object of the present invention is therefore to remedy these disadvantages by proposing a guiding method allowing the precise and rapid positioning of a element insertion device in the ground and that is simple and economical to put implemented.
  • the invention also relates to a device for inserting at least one element into the soil implementing the guidance method described above, having at least one reflector for reflecting a transmission sent by a measuring station and making it possible to accurately determine the distance and the angle separating the reflector from the measuring station, and a motorized arm in translation and rotation following three orthogonal axes between them, the arm supporting the elements intended to be inserted in the ground and with reflectors to know, using the measuring station, the location in the arm space and elements to be inserted in the ground.
  • FIG. 1 shows a vehicle 11 for transporting a saddle insertion device guided in position according to the prior art, above a slab 10 of the front track hardening of the concrete.
  • the guidance of the vehicle 11 stool insertion along the route of the railway is carried out by means of two construction guide rails 12 arranged on either side of the concrete slab 10 and serving as a reference for positioning the vehicle 11.
  • the vehicle 11 stool insertion is equipped with a roller 13 holding the vehicle 11 on the rail 12 bearing on the upper face of one of the guide rails 12 and serving as reference along the insertion axis Z and two support rollers 13 taking support laterally on either side of the second guide rail 12 for reference the vehicle 11 in the plane X, Y perpendicular to the insertion axis Z.
  • Such a guiding method has the disadvantage of requiring the prior installation of construction guide rails during a long and careful operation that slowed down considerably the speed of progress in the realization of the railway.
  • Figures 2 and 3 show a device 1 for inserting stool 2 guided along the route of the railway see by a particular embodiment of the method of guidance according to the invention.
  • the saddle insertion device 2 consists of a vehicle 1 mounted on four wheels, two of which are steered and the other two are drive, to ensure autonomous movement of the vehicle 1 following a direction given.
  • the vehicle 1 has a rear face equipped with an arm 5 motorized in translation and in rotation along the three orthogonal axes X, Y, Z equipped with a mechanism allowing movements of a very high precision.
  • the arm 5, shown alone in FIG. 4, has a general shape in H and supports on its lower part two jacks 6 at the end of which are fixed the two saddles 2 intended to be inserted into a freshly poured concrete slab 10, the two saddles 2 being held by the arm 5, at a distance from one another corresponding to the gauge of the track to be installed.
  • the arm 5 is equipped with a double inclinometer, not shown, continuously measuring the orientation of the arm 5 by relative to the X and Y axes.
  • the saddles 2 are of conventional type and comprise a plate 21 of rigid material, such as cast iron, and two anchors 22 each having a threaded rod for fixing a rail on the saddle 2 by nuts.
  • the saddle 2 also comprises two sealing rods 23 having a general shape cylindrical ensuring the retention in the slab 10 of concrete once it has hardened.
  • the arm 5 has on its rear face three reflectors 7 intended to cooperate with a measuring station 3 installed along the path of railway to install.
  • a reflector 7 ' is also mounted on the roof of the vehicle 1.
  • Measuring station 3 located along the path of the railway is installed on a tripod at the vertical of a terminal 8 survey.
  • the station measure 3 comprises a laser distance measuring device equipped with an optical transmitter and a receiver optics allowing to know with a very large accuracy the distance and angle between the measuring station and all reflectors 7 carried by the arm 5 and the vehicle 1.
  • the laser measuring device used is for example the device marketed under the reference TC / TCA 2003 by the LEICA company.
  • the measurement station 3 also comprises a radio transmitter 9 sending the results of the measurements made at each moment by the laser measuring device in direction of a receiver 30 carried by the vehicle 1.
  • the receiver 30 of the vehicle 1 is connected to a computer 31 on board the vehicle 1, the computer 31 providing the calculation of the exact position of the arm 5 in space from the information sent by the measuring station 3 and the known position of the topographic survey terminal 8.
  • the computer 31 is connected to a PLC, not shown, which controls the movement of the arm 5 and the jacks 6 as well as the motors making it possible to orient and to move the vehicle 1.
  • the insertion vehicle 1 On the day of insertion of the stool 2, the insertion vehicle 1 is brought up of a portion of track where the concrete slab 10 has been freshly poured and is not not yet hardened. From this starting position of the vehicle 1, the station of 3 is advantageously arranged on the nearest terminal 8 allowing a direct view on the rear face of the vehicle 1 and in particular on the reflectors (7, 7 ') of the arm 5 and the vehicle 1.
  • the positioning of the measuring station 3 on the terminal 8 is carried out in a very precise way, by putting the measuring station 3 in line with the terminal 8, and the coordinates of the measuring station 3 in X, Y, Z are determined in measuring the vertical distance between measuring station 3 and terminal 8 using of a cane.
  • the station 3 can also be arranged at any point near the track with a direct sight on the reflectors (7, 7 '), the X, Y, Z coordinates of the measuring station 3 then being determined by aiming at different points topographical data 8 known from the measuring station 3 and determining from angles and distances measured the exact position of the measuring station 3.
  • the laser measuring device of distance is oriented towards the rear face of the vehicle 1 so that it can measure the distance and the angle separating it from each of the reflectors (7, 7 ') and in particular the reflector 7 disposed on the roof of the vehicle 1.
  • the result of these measurements is sent immediately by radio waves of the transmitter 9 to the computer 31 disposed on board the vehicle 1 which then calculates the exact position of the vehicle 1 in space from the data sent by the measuring station 3 and the known position of the measuring station 3.
  • the computer 31 calculates from these points and the position of the vehicle 1 measured by the station 3, the gap separating the arm 5, then in a rest position from which a movement of a few centimeters following the six degrees of freedom is possible, from the position at which the next saddles 2 are to be inserted. From this gap, the computer 1 sends signals to the PLC which controls the driving and steering wheels in order to move the vehicle 1 along the axis of the track to bring the articulated arm 5, immobile in position of rest, substantially at the height of the theoretical insertion points of the saddle 2. Good heard, given the existing games in the transmission of the vehicle 1, the positioning of the vehicle 1 on the track is then not very precise, of the order of centimeter.
  • the computer 31 checks the position 5 in space, from the data transmitted by the measurement station 3, and sends signals to the automaton to then control the movement of the articulated arm 5 following the six axes of freedom so as to bring, with very great precision, the saddles 2 carried by the arm 5 opposite the theoretical stool insertion points 2.
  • the cylinders 6 are then actuated to insert the saddles 2 in the concrete 10 no further cured according to a process described in patent application EP 0803 609.
  • the arm 5 is returned to the rest position and the computer 31 looks for the coordinates of the following points at which new saddles 2 must be inserted.
  • the guiding method for bringing the vehicle 1 next to these new points is similar to that described previously.
  • the measuring station 3 is regularly moved to the terminal of topographic survey 8 closest to the vehicle 1 allowing a direct view on the set of reflectors 7.
  • Such a guiding method has the advantage of being very quickly operational and inexpensive to implement, requiring only the installation of topographic survey every 50 m to 100 m and the establishment of the station of measures the day of the stool insertion operation.
  • a method of guidance has the advantage of not using direct contact between the device stool insertion and the repository used, thus removing the constraints that can be generated by the stool insertion device on the repository.
  • the example describes a saddle insertion device in a concrete slab but the guiding method according to the invention can equally well be used for the guiding a device for insertion into the ground of any element necessary for the realization of a work.
  • the insertion device may be fitted with tracks instead of wheels or any other means allowing the displacement of the insertion device.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)
  • Road Signs Or Road Markings (AREA)
  • Navigation (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Geophysics And Detection Of Objects (AREA)
  • Soil Working Implements (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Analysing Materials By The Use Of Radiation (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Operation Control Of Excavators (AREA)
  • Automatic Assembly (AREA)
  • Road Repair (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Details Of Resistors (AREA)
  • Toys (AREA)

Claims (10)

  1. Verfahren zur Führung einer Vorrichtung (1), welche dazu bestimmt ist, Elemente (2) in den Grund einzusetzen für die Erstellung eines Bauwerks, dadurch gekennzeichnet dass es die folgenden Schritte aufweist:
    Errichtung von topographischen Punkten (8) und Aufnahme der Koordinaten dieser Punkte (8) in ein Bezugssystem X, Y, Z;
    Aufstellen einer Messstation (3) in der Nähe des Bauwerks und Bestimmen der Position dieser Messstation (3) in X, Y, Z, indem auf einen oder mehrere der topografischen Punkte (8) Bezug genommen wird;
    mittels der Messstation (3) Bestimmen des Abstands und des Winkels, welcher die Einsetzvorrichtung (1) von der Messstation (3) trennt;
    Berechnung der Position der Vorrichtung (1) mittels dem gemessenen Abstand und der bekannten Position der Messstation (3);
    das Versetzen der Vorrichtung zum Einsetzen (1) wird durch einen Bordautomaten gesteuert, der mit einem Bordcomputer (31) verbunden ist, entsprechend der Daten des Abstands und der Ausrichtung, die an den Computer (31) ständig von der Messstation (3) übertragen werden, um die Elemente (2), die von der Vorrichtung zum Einsetzen (1) getragen werden, zu lenken, im wesentlichen in Bezug auf und in die Einsetzachse von gegebenen Positionen, deren Koordinaten in einem Speicher des Computers (31) gespeichert sind.
  2. Verfahren zur Führung einer Vorrichtung zum Einsetzen (1) gemäß Anspruch 1, dadurch gekennzeichnet, dass die Messstation (3) ein Verfahren zum optischen Messen durch Laser aufweist, welches mit Reflektoren (7) zusammenwirkt, die von der Vorrichtung zum Einsetzen (1) der Elemente (2) getragen werden.
  3. Verfahren zur Führung einer Vorrichtung zum Einsetzen (1) gemäß irgend einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die topografischen Aufnahmen durchgeführt werden auf Höhe unterschiedlicher Bezugspunkte (8), die entlang des Bauwerks verteilt sind, und dadurch, dass nach und nach mit dem Vorrücken der Vorrichtung zum Einsetzen (1) die Messstation (3) auf den Punkt (8) der topografischen Aufnahme versetzt wird, der es ermöglicht, die genaueste Berechnungspräzision mittels der Messstation (3) zu erhalten.
  4. Verfahren zur Führung einer Vorrichtung zum Einsetzen (1) gemäß Anspruch 3, dadurch gekennzeichnet, dass der Abstand, der die zwei Punkte (8) der zwei aufeinanderfolgenden topografischen Aufnahmen trennt, zwischen 50 m und 100 m liegt, um eine Genauigkeit der Messung der Position der Elemente (2) von weniger als 1 mm zu erhalten.
  5. Verfahren zur Führung einer Vorrichtung zum Einsetzen (1) gemäß Anspruch 4, dadurch gekennzeichnet, dass die Vorrichtung zum Einsetzen (1) einen Arm (5) aufweist, der die Elemente (2) trägt, wobei der Arm (5) zur Translation und Rotation entlang drei zueinander orthogonalen Achsen motorisiert ist, wobei die Bewegung des Arms (5) durch den Computer (31) gesteuert wird, um die Elemente (2) präzise in Bezug auf und in die Einsetzachse von gegebenen Positionen zu lenken.
  6. Verfahren zur Führung einer Vorrichtung zum Einsetzen (1) gemäß irgend einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Bauwerk ein Eisenbahngleis ist, und dadurch, dass die Elemente (2) Unterlagsplatten sind, die dazu bestimmt sind, eine Eisenbahnschiene zu tragen, wobei die Unterlagsplatten (2) in eine noch nicht ausgehärtete Betonplatte (10) eingesetzt werden.
  7. Vorrichtung zum Einsetzen (1) wenigstens eines Elements (2) in den Grund, wobei ein Verfahren zur Führung gemäß irgend einem der Ansprüche 1 bis 6 verwendet wird, welche wenigstens einen Reflektor (7') aufweist, der dazu bestimmt ist, eine von der Messstation (3) erhaltene Strahlung zu reflektieren, und ermöglicht, mit Präzision den Abstand und den Winkel zu bestimmen, der den Reflektor und die Messstation (3) trennt, und einen Arm (5), welcher in Translation und in Rotation entlang drei zueinander orthogonalen Achsen motorisiert ist, wobei der Arm (5) die Elemente (2) trägt, die dazu bestimmt sind, in den Grund eingesetzt zu werden, und Reflektoren (7) aufweist, die es ermöglichen, mittels der Messstation (3) den Standort des Arms (5) und der Elemente (2) in dem Raum zu kennen.
  8. Vorrichtung zum Einsetzen (1) gemäß Anspruch 7, dadurch gekennzeichnet, dass diese Antriebsräder und/oder Leiträder oder Gleisketten aufweist, um ein Fahrzeug (1) zu bilden, welches sich eigenständig versetzen kann, wobei das Fahrwerk des Fahrzeugs (1) wiederum mit einem Reflektor (7') ausgestattet ist.
  9. Vorrichtung zum Einsetzen (1) gemäß den Ansprüchen 7 und 8, dadurch gekennzeichnet, dass diese einen Computer (31) aufweist, welcher die Daten der Messstation (3) erhält und die Position des Fahrzeugs (1) und des Arms (5) berechnet, wobei der Computer (31) die Signale an den Automaten sendet, um das Versetzen des Fahrzeugs (1) und des Arms (5) zu steuern, um das Einsetzen der Elemente (2) in den Grund an den vorbestimmten Orten sicherzustellen.
  10. Vorrichtung zum Einsetzen (1) gemäß irgend einem der Ansprüche 7 bis 9, dadurch gekennzeichnet, dass die Elemente (2) Unterlagsplatten sind, die dazu bestimmt sind, eine Eisenbahnschiene zu tragen, wobei die Unterlagsplatten (2) in eine noch nicht ausgehärtete Betonplatte (10) eingesetzt werden.
EP01401856A 2000-08-01 2001-07-11 Führungsmethode und -einrichtung zum Einbringen von Gegenständen in den Grund Expired - Lifetime EP1178153B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0010120 2000-08-01
FR0010120A FR2812671B1 (fr) 2000-08-01 2000-08-01 Procede de guidage d'un dispositif destine a inserer des elements dans le sol pour la realisation d'un ouvrage et dispositif d'insertion d'au moins un element dans le sol utilisant un tel procede de guidage

Publications (2)

Publication Number Publication Date
EP1178153A1 EP1178153A1 (de) 2002-02-06
EP1178153B1 true EP1178153B1 (de) 2005-03-30

Family

ID=8853180

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01401856A Expired - Lifetime EP1178153B1 (de) 2000-08-01 2001-07-11 Führungsmethode und -einrichtung zum Einbringen von Gegenständen in den Grund

Country Status (22)

Country Link
US (1) US6505406B2 (de)
EP (1) EP1178153B1 (de)
JP (1) JP2002088702A (de)
KR (1) KR100740768B1 (de)
CN (1) CN1313677C (de)
AT (1) ATE292210T1 (de)
AU (1) AU766187B2 (de)
BR (1) BR0103164B1 (de)
CA (1) CA2354411C (de)
CZ (1) CZ299324B6 (de)
DE (1) DE60109688T2 (de)
DK (1) DK1178153T3 (de)
ES (1) ES2237541T3 (de)
FR (1) FR2812671B1 (de)
HK (1) HK1043819B (de)
HU (1) HU223586B1 (de)
MX (1) MXPA01007738A (de)
NZ (1) NZ513183A (de)
PL (1) PL211342B1 (de)
PT (1) PT1178153E (de)
RU (1) RU2266360C2 (de)
TW (1) TWI228162B (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102229179A (zh) * 2011-06-18 2011-11-02 常州天普马鞍板有限公司 马鞍板振动成型机
EP3995626A1 (de) 2020-11-10 2022-05-11 ALSTOM Transport Technologies Anordnung zum anpassen von schienen eines zu erstellenden eisenbahngleises und entsprechendes verfahren

Families Citing this family (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10004066C1 (de) * 2000-01-31 2001-06-07 Kaeter Rolf Peter Verfahren zum Betrieb eines Telekommunikationssystems und Telekommunikationsanordnung
AUPR396501A0 (en) * 2001-03-26 2001-04-26 Edgeroi Pty Ltd Ground marking apparatus
FR2833023B1 (fr) 2001-12-05 2004-05-21 Alstom Procede de construction d'une voie ferree dans lequel on realise une dalle de voie en beton et on insere dans la dalle de voie des elements d'ancrage de la voie ferree
US20060032063A1 (en) * 2004-08-16 2006-02-16 Fabrication Technology Associates, Inc., Also Known As Fab Tech Method and system for controlling railroad surfacing
FR2897079B1 (fr) * 2006-02-09 2008-05-02 Alstom Transport Sa Dispositif et procede d'insertion d'elements dans le sol, mecanisme pour ce dispositif et systeme utilisant ce dispositif
FR2897622B1 (fr) * 2006-02-23 2008-05-30 Alstom Transport Sa Procede et systeme d'insertion d'elements dans le sol, support d'enregistrement d'informations pour ce procede
US7846046B2 (en) 2007-02-23 2010-12-07 Hawk-Eye Sensors Limited System and method of preparing a playing surface
GB0717403D0 (en) * 2007-09-07 2007-10-24 Jarvis Plc Track adjustment
JP5150229B2 (ja) * 2007-12-07 2013-02-20 株式会社トプコン 測量システム
US7866052B2 (en) * 2008-06-12 2011-01-11 Schulze Todd M Concrete panel reference point marking system
FR2941973B1 (fr) * 2009-02-12 2011-04-08 Alstom Transport Sa Procede et systeme de guidage par laser pour l'insertion d'elements dans le sol
FR3003276A1 (fr) * 2013-03-12 2014-09-19 Alstom Transport Sa Procede de construction d'une voie ferree comprenant un lit anti-vibratile
FR3014395B1 (fr) * 2013-12-05 2017-02-03 Pomagalski Sa Systeme de transport par cable aerien, notamment un telesiege ou telecabine
US10234279B2 (en) * 2014-07-16 2019-03-19 Politecnico De Torino Mobile unit for measuring running paths for handling device, system and process for measuring through such mobile unit
FR3028267B1 (fr) * 2014-11-10 2016-12-23 Alstom Transp Tech Procede ameliore de guidage d'un dispositif d'insertion d'elements dans le sol pour la realisation d'un ouvrage ; dispositif d'insertion et vehicule associes.
TWI593863B (zh) * 2014-12-09 2017-08-01 國立臺灣大學 鋼結構接合系統與方法
CN113401808B (zh) * 2021-05-28 2022-12-09 民航机场建设工程有限公司 一种调节控制式机场道面板定位系统
CN114561840B (zh) * 2022-03-18 2024-07-16 中铁五局集团有限公司 地铁轨道板精调装置、系统及精调方法

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3462845A (en) * 1966-04-29 1969-08-26 Sarazon P Matthews Apparatus for maintaining an elevation
US4124299A (en) * 1973-08-06 1978-11-07 Electrorail N.V. Method and apparatus for surveying clearances on railway tracks
SE500856C2 (sv) * 1989-04-06 1994-09-19 Geotronics Ab Arrangemang att användas vid inmätnings- och/eller utsättningsarbete
CH683703A5 (de) * 1991-09-26 1994-04-29 Mueller J Ag Verfahren zur Geleisevermessung.
FR2701968B1 (fr) * 1993-02-24 1995-05-24 Screg Routes & Travaux Dispositif de détermination en continu des déplacements d'une partie d'un engin de travaux publics sur un terrain.
US5402226A (en) * 1993-05-17 1995-03-28 Matthews; Jeffrey M. Survey apparatus
AU672921B2 (en) * 1993-11-05 1996-10-17 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. A track maintenance machine for correcting the track geometry
US5438931A (en) * 1993-12-22 1995-08-08 Racine Railroad Products, Inc. Rail anchor remover
JP3670075B2 (ja) * 1996-03-06 2005-07-13 株式会社トプコン 適正高さ表示装置
FR2747698B1 (fr) 1996-04-23 2003-11-14 Cegelec Procede pour mette en place avec precision un insert dans du beton, dispositif pour la mise en oeuvre de ce procede, et voie de chemin de fer obtenue par ce procede
DE19808812C2 (de) * 1996-09-24 2000-06-08 Zueblin Ag Verfahren zur Herstellung einer festen Fahrbahn
US6317980B2 (en) * 1997-10-20 2001-11-20 Mitek Holdings, Inc. Laser jigging system for assembly of trusses and method of use
DE19755324A1 (de) * 1997-12-12 1999-06-17 Michael Dipl Ing Sartori Verfahren und Vorrichtung zum Steuern eines Fahrzeugs
US6138367A (en) * 1998-08-14 2000-10-31 Trimble Navigation Limited Tilt prediction for total station
US6089163A (en) * 1998-09-22 2000-07-18 Williams; Barnett Apparatus for adjusting the distance between rails

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102229179A (zh) * 2011-06-18 2011-11-02 常州天普马鞍板有限公司 马鞍板振动成型机
CN102229179B (zh) * 2011-06-18 2013-04-24 常州天普马鞍板有限公司 马鞍板振动成型机
EP3995626A1 (de) 2020-11-10 2022-05-11 ALSTOM Transport Technologies Anordnung zum anpassen von schienen eines zu erstellenden eisenbahngleises und entsprechendes verfahren

Also Published As

Publication number Publication date
BR0103164A (pt) 2002-04-02
CN1313677C (zh) 2007-05-02
AU5768601A (en) 2002-02-07
FR2812671A1 (fr) 2002-02-08
PT1178153E (pt) 2005-07-29
KR100740768B1 (ko) 2007-07-19
CA2354411A1 (fr) 2002-02-01
DE60109688T2 (de) 2006-03-23
PL211342B1 (pl) 2012-05-31
HU0103057D0 (en) 2001-10-28
BR0103164B1 (pt) 2009-01-13
FR2812671B1 (fr) 2006-07-14
KR20020011334A (ko) 2002-02-08
JP2002088702A (ja) 2002-03-27
HK1043819A1 (en) 2002-09-27
MXPA01007738A (es) 2004-08-11
US6505406B2 (en) 2003-01-14
CN1336462A (zh) 2002-02-20
HUP0103057A3 (en) 2003-02-28
CA2354411C (fr) 2007-05-15
PL348968A1 (en) 2002-02-11
CZ20012769A3 (cs) 2002-03-13
ES2237541T3 (es) 2005-08-01
DE60109688D1 (de) 2005-05-04
NZ513183A (en) 2002-10-25
HU223586B1 (hu) 2004-09-28
CZ299324B6 (cs) 2008-06-18
EP1178153A1 (de) 2002-02-06
TWI228162B (en) 2005-02-21
ATE292210T1 (de) 2005-04-15
HK1043819B (zh) 2007-09-21
AU766187B2 (en) 2003-10-09
US20020014015A1 (en) 2002-02-07
RU2266360C2 (ru) 2005-12-20
DK1178153T3 (da) 2005-08-08
HUP0103057A2 (hu) 2002-05-29

Similar Documents

Publication Publication Date Title
EP1178153B1 (de) Führungsmethode und -einrichtung zum Einbringen von Gegenständen in den Grund
EP2847028B1 (de) System und verfahren zur messung der position des kontaktdrahtes einer overhead-stromleitung im verhältnis zu einem gleis
FR2678962A1 (fr) Procede pour determiner les ecarts de la position reelle d'un troncon de voie ferree.
EP1318239B1 (de) Verfahren zum Herstellen eines schotterlosen Gleisoberbaus
EP0090098A1 (de) Vorrichtung zum Steuern einer Maschine zum Bau oder zur Instandsetzung eines Eisenbahngleises
FR2559541A1 (fr) Procede et dispositif de surveillance et/ou de commande d'une machine de creusement et notamment d'une machine ponctuelle
FR2692607A1 (fr) Machine de construction de voie ferrée comprenant un système de référence à laser et procédé de guidage d'appareils en fonction dudit système.
FR2495797A1 (fr) Systeme de pilotage automatique d'un vehicule terrestre autonome
EP1818453A1 (de) Verfahren und Vorrichtung zum Einsetzen von Elementen in die Erde, Mechanismus für diese Vorrichtung und dieses Verfahren nutzendes System
FR2808082A1 (fr) Procede d'acquisition de donnees geometriques relatives a l'avancement d'un vehicule automobile. procede et dispositif de reglage faisant application
EP1151360B1 (de) Verfahren zur herstellung mit hilfe eines satellitenpositionierungssystems
EP1418273A1 (de) Gleisstopfmethode
EP3031983B1 (de) Verbessertes lenkverfahren einer einbringvorrichtung von elementen in den boden für die erstellung eines bauwerks, entsprechende einbringvorrichtung und entsprechendes fahrzeug
EP0007831B1 (de) Vorrichtung zur Einstellung des Seiten- und Höhen-Winkels eines Reflektors für elektromagnetische Wellen
EP0774545B1 (de) Verfahren und Vorrichtung zum Einstellen der transversalen Position einer fahrbaren Baumaschine
FR2506114A1 (fr) Dispositif correcteur de devers sur un outil de travail du sol telle qu'une draineuse
EP1826319B1 (de) Verfahren und System zum Einführen von Elementen auf dem Boden, Auskunftaufzeichnungsmedium für dieses Verfahren
EP3631090B1 (de) Verfahren zur steuerung eines messsystems, verfahen zur führung einer eisenbahnbaumaschine, und zugehöriges führungssystem
FR2941973A1 (fr) Procede et systeme de guidage par laser pour l'insertion d'elements dans le sol
FR2918185A1 (fr) Guidage de robot pour des applications dans le domaine du genie civil.
EP2326999B1 (de) Navigationsverfahren und system zum implementieren eines solchen verfahrens
EP0329918B1 (de) Verfahren zur Instandsetzung eines Gleises
FR2679278A1 (fr) Procede de guidage automatise d'un engin de travaux publics.
FR3135946A1 (fr) Chariot ferroviaire à deux roues
FR3003276A1 (fr) Procede de construction d'une voie ferree comprenant un lit anti-vibratile

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20020806

AKX Designation fees paid

Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

17Q First examination report despatched

Effective date: 20031024

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: ALSTOM

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050330

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 60109688

Country of ref document: DE

Date of ref document: 20050504

Kind code of ref document: P

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: CABINET ROLAND NITHARDT CONSEILS EN PROPRIETE INDU

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20050511

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20050401672

Country of ref document: GR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20050711

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Effective date: 20050513

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20050731

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2237541

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20060102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060331

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20060331

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IE

Payment date: 20080728

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20090714

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20090715

Year of fee payment: 9

Ref country code: FI

Payment date: 20090715

Year of fee payment: 9

Ref country code: LU

Payment date: 20090720

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20090818

Year of fee payment: 9

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GR

Payment date: 20090730

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20090713

BERE Be: lapsed

Owner name: *ALSTOM

Effective date: 20100731

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100711

Ref country code: FI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100711

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100731

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20110202

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100802

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100711

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUE

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

Free format text: FORMER OWNER: ALSTOM TRANSPORT SA, FR

Ref country code: CH

Ref legal event code: PUE

Owner name: ALSTOM TRANSPORT SA, FR

Free format text: FORMER OWNER: ALSTOM, FR

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 60109688

Country of ref document: DE

Representative=s name: DREISS PATENTANWAELTE PARTG MBB, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 60109688

Country of ref document: DE

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

Free format text: FORMER OWNER: ALSTOM, LEVALLOIS-PERRET, FR

REG Reference to a national code

Ref country code: PT

Ref legal event code: PC4A

Owner name: ALSTOM TRANSPORT S.A., FR

Effective date: 20150930

REG Reference to a national code

Ref country code: PT

Ref legal event code: PC4A

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

Effective date: 20150930

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20151001 AND 20151007

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20151119 AND 20151125

REG Reference to a national code

Ref country code: GR

Ref legal event code: ML

Ref document number: 20050401672

Country of ref document: GR

Effective date: 20110202

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: CABINET ROLAND NITHARDT CONSEILS EN PROPRIETE , CH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 60109688

Country of ref document: DE

Representative=s name: DREISS PATENTANWAELTE PARTG MBB, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 60109688

Country of ref document: DE

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

Free format text: FORMER OWNER: ALSTOM TRANSPORT TECHNOLOGIES, LEVALLOIS-PERRET, FR

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: ALSTOM TRANSPORT SA

Effective date: 20170928

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCOW

Free format text: NEW ADDRESS: 48 ALBERT DHALENNE, 93400 SAINT-OUEN (FR)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PT

Payment date: 20190710

Year of fee payment: 19

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20200727

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20200721

Year of fee payment: 20

Ref country code: GB

Payment date: 20200727

Year of fee payment: 20

Ref country code: ES

Payment date: 20200922

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20200721

Year of fee payment: 20

Ref country code: SE

Payment date: 20200727

Year of fee payment: 20

Ref country code: IT

Payment date: 20200724

Year of fee payment: 20

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210215

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: ALSTOM TRANSPORT TECHNOLOGIES

Effective date: 20210528

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 60109688

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MK

Effective date: 20210710

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20210710

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20211026

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20210720

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20210710

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20210712

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200813

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20200813