EP1178153B1 - Procédé et dispositif de guidage pour l'insertion d'éléments dans le sol - Google Patents
Procédé et dispositif de guidage pour l'insertion d'éléments dans le sol Download PDFInfo
- 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
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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
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- 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
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- 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)
- Road Signs Or Road Markings (AREA)
- Earth Drilling (AREA)
- Road Repair (AREA)
- Analysing Materials By The Use Of Radiation (AREA)
- Toys (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Details Of Resistors (AREA)
- Geophysics And Detection Of Objects (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Lining And Supports For Tunnels (AREA)
- Soil Working Implements (AREA)
- Superconductors And Manufacturing Methods Therefor (AREA)
- Navigation (AREA)
- Operation Control Of Excavators (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Automatic Assembly (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)
Description
- établissement de points topographiques et relevé des coordonnées de ces points dans un référentiel X,Y,Z ;
- mise en place d'une station de mesure à proximité de l'ouvrage et détermination de la position en X,Y,Z de la station de mesure en se référençant par rapport à un ou plusieurs points topographiques ;
- détermination, à l'aide de la station de mesure, de la distance et de l'angle séparant le dispositif d'insertion des éléments dans le sol de la station de mesure ;
- calcul de la position du dispositif d'insertion à l'aide de la distance et de l'angle mesurés et de la position connue de la station de mesure ;
- le déplacement du dispositif d'insertion est commandé par un automate embarqué relié à un ordinateur embarqué, en fonction des données de distance et d'orientation communiquées à l'ordinateur à chaque instant par la station de mesure, de manière à amener les éléments supportés par le dispositif d'insertion sensiblement en regard, et dans l'axe d'insertion, de positions données dont les coordonnées sont stockées dans une mémoire de l'ordinateur.
- la station de mesure comporte un procédé de mesure optique par laser coopérant avec des réflecteurs portés par le dispositif d'insertion ;
- on effectue des relevés topographiques au niveau de différents points de référence répartis le long de l'ouvrage et, au fur et à mesure de l'avancement du dispositif d'insertion, on déplace la station de mesure sur le point de relevé topographique permettant d'obtenir la plus grande précision de calcul à l'aide de la station de mesure ;
- la distance séparant deux points de relevé topographique successifs est comprise entre 50 m et 100 m de manière à obtenir une précision sur la mesure de la position des éléments insérés dans le sol inférieure à 1 mm ;
- le dispositif d'insertion comporte un bras supportant les éléments, le bras étant motorisé en translation et en rotation suivant trois axes orthogonaux entre eux, le mouvement du bras étant commandé par ordinateur de manière à amener précisément les éléments en regard et dans l'axe d'insertion des positions données ;
- l'ouvrage est une voie de chemin de fer et les éléments sont des selles destinées à supporter un rail de chemin de fer, les selles étant insérées dans une dalle de béton non encore durci.
- le dispositif comporte des roues motrices et/ou directrices ou des chenilles pour constituer un véhicule autonome dans ses déplacements, le châssis du véhicule étant lui même équipé d'un réflecteur ;
- le véhicule comporte un ordinateur recevant les données de la station de mesure et calculant la position du véhicule et du bras, l'ordinateur envoyant des signaux à l'automate pour commander le déplacement du véhicule et du bras afin d'assurer l'insertion des éléments dans le sol aux endroits prédéterminés ;
- lesdits éléments sont des selles destinées à supporter un rail de chemin de fer, lesdites selles étant insérées dans une dalle de béton non encore durci.
- La figure 1 est une vue schématique, en coupe, d'un dispositif d'insertion de selles destinées au support d'un rail de chemin de fer utilisant un procédé de guidage selon l'art antérieur ;
- La figure 2 est une vue en perspective d'un dispositif d'insertion de selles utilisant un procédé de guidage selon un mode particulier de réalisation de l'invention ;
- La figure 3 est une vue schématique de dessus du dispositif d'insertion de selles de la figure 2 dans une courbe ;
- La figure 4 est une vue de détail du bras articulé du dispositif d'insertion de selles de la figure 2 ;
- La figure 5 représente un exemple de selle pouvant être utilisé pour réaliser une voie de chemin de fer.
Claims (10)
- Procédé de guidage d'un dispositif (1) destiné à insérer des éléments (2) dans le sol pour la réalisation d'un ouvrage, caractérisé en ce qu'il comprend les étapes suivantes :établissement de points topographiques (8) et relevé des coordonnées de ces points (8) dans un référentiel X,Y,Z ;mise en place d'une station de mesure (3) à proximité de l'ouvrage et détermination de la position en X,Y,Z de ladite station de mesure (3) en se référençant par rapport à un ou plusieurs desdits points topographiques (8) ;détermination, à l'aide de ladite station de mesure (3), de la distance et de l'angle séparant ledit dispositif d'insertion (1) de la station de mesure (3) ;calcul de la position du dispositif (1) à l'aide de la distance mesurée et de la position connue de la station de mesure (3) ;le déplacement du dispositif d'insertion (1) est commandé par un automate embarqué relié à un ordinateur (31) embarqué, en fonction des données de distance et d'orientation communiquées à l'ordinateur (31) à chaque instant par la station de mesure (3), de manière à amener lesdits éléments (2) supportés par le dispositif d'insertion (1) sensiblement en regard et dans l'axe d'insertion de positions données dont les coordonnées sont stockées dans une mémoire de l'ordinateur (31).
- Procédé de guidage d'un dispositif d'insertion (1) selon la revendication 1, caractérisé en ce que ladite station de mesure (3) comporte un procédé de mesure optique par laser coopérant avec des réflecteurs (7) portés par le dispositif d'insertion (1) des éléments (2).
- Procédé de guidage d'un dispositif d'insertion (1) selon l'une quelconque des revendications 1 à 2, caractérisé en ce que l'on effectue des relevés topographiques au niveau de différents points (8) de référence répartis le long de l'ouvrage et en ce qu'au fur et à mesure de l'avancement du dispositif d'insertion (1), on déplace la station de mesure (3) sur le point (8) de relevé topographique permettant d'obtenir la plus grande précision de calcul à l'aide de la station de mesure (3).
- Procédé de guidage d'un dispositif d'insertion (1) selon la revendication 3, caractérisé en ce que la distance séparant deux points (8) de relevé topographique successifs est comprise entre 50 m et 100 m de manière à obtenir une précision sur la mesure de la position des éléments (2) inférieure à 1 mm.
- Procédé de guidage d'un dispositif d'insertion (1) selon la revendication 4, caractérisé en ce que ledit dispositif d'insertion (1) comporte un bras (5) supportant lesdits éléments (2), ledit bras (5) étant motorisé en translation et en rotation suivant trois axes orthogonaux entre eux, le mouvement dudit bras (5) étant commandé par l'ordinateur (31) de manière à amener précisément les éléments (2) en regard et dans l'axe d'insertion des positions données.
- Procédé de guidage d'un dispositif d'insertion (1) selon l'une quelconque des revendications 1 à 5, caractérisé en ce que ledit ouvrage est une voie de chemin de fer et en ce que lesdits éléments (2) sont des selles destinées à supporter un rail de chemin de fer, lesdites selles (2) étant insérées dans une dalle de béton (10) non encore durci.
- Dispositif d'insertion (1) d'au moins un élément (2) dans le sol mettant en oeuvre un procédé de guidage selon l'une quelconque des revendications 1 à 6, comportant au moins un réflecteur (7') destiné à réfléchir une émission envoyée par une station de mesure (3) et permettant de déterminer avec précision la distance et l'angle séparant ledit réflecteur de ladite station de mesure (3), et un bras (5) motorisé en translation et en rotation suivant trois axes orthogonaux entre eux, ledit bras (5) supportant les éléments (2) destinés à être insérés dans le sol et comportant des réflecteurs (7) permettant de connaítre, à l'aide de la station de mesure (3), l'emplacement dans l'espace dudit bras (5) et desdits éléments (2).
- Dispositif d'insertion (1) selon la revendication 7, caractérisé en ce qu'il comporte des roues motrices et/ou directrices ou des chenilles pour constituer un véhicule (1) autonome dans ses déplacements, le châssis dudit véhicule (1) étant lui même équipé d'un réflecteur (7').
- Dispositif d'insertion (1) selon les revendications 7 et 8, caractérisé en ce qu'il comporte un ordinateur (31) recevant les données de la station de mesure (3) et calculant la position du véhicule (1) et dudit bras (5), ledit ordinateur (31) envoyant des signaux à l'automate pour commander le déplacement dudit véhicule (1) et du bras (5) afin d'assurer l'insertion desdits éléments (2) dans le sol aux endroits prédéterminés.
- Dispositif d'insertion (1) selon l'une quelconque des revendications 7 à 9, caractérisé en ce que lesdits éléments (2) sont des selles destinées à supporter un rail de chemin de fer, lesdites selles (2) étant insérées dans une dalle de béton (10) non encore durci.
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 (fr) | 2002-02-06 |
EP1178153B1 true EP1178153B1 (fr) | 2005-03-30 |
Family
ID=8853180
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01401856A Expired - Lifetime EP1178153B1 (fr) | 2000-08-01 | 2001-07-11 | Procédé et dispositif de guidage pour l'insertion d'éléments dans le sol |
Country Status (22)
Country | Link |
---|---|
US (1) | US6505406B2 (fr) |
EP (1) | EP1178153B1 (fr) |
JP (1) | JP2002088702A (fr) |
KR (1) | KR100740768B1 (fr) |
CN (1) | CN1313677C (fr) |
AT (1) | ATE292210T1 (fr) |
AU (1) | AU766187B2 (fr) |
BR (1) | BR0103164B1 (fr) |
CA (1) | CA2354411C (fr) |
CZ (1) | CZ299324B6 (fr) |
DE (1) | DE60109688T2 (fr) |
DK (1) | DK1178153T3 (fr) |
ES (1) | ES2237541T3 (fr) |
FR (1) | FR2812671B1 (fr) |
HK (1) | HK1043819B (fr) |
HU (1) | HU223586B1 (fr) |
MX (1) | MXPA01007738A (fr) |
NZ (1) | NZ513183A (fr) |
PL (1) | PL211342B1 (fr) |
PT (1) | PT1178153E (fr) |
RU (1) | RU2266360C2 (fr) |
TW (1) | TWI228162B (fr) |
Cited By (2)
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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 (fr) | 2020-11-10 | 2022-05-11 | ALSTOM Transport Technologies | Ensemble d'ajustement des rails d'une voie ferrée à réaliser et procédé associé |
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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 |
WO2016009457A1 (fr) * | 2014-07-16 | 2016-01-21 | Politecnico De Torino | Unité mobile de mesure de chemins de parcours pour des moyens de manipulation, système et procédé de mesure par l'intermédiaire d'une telle unité mobile |
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*** |
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、***及精调方法 |
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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 |
-
2000
- 2000-08-01 FR FR0010120A patent/FR2812671B1/fr not_active Expired - Lifetime
-
2001
- 2001-07-11 AT AT01401856T patent/ATE292210T1/de not_active IP Right Cessation
- 2001-07-11 DK DK01401856T patent/DK1178153T3/da active
- 2001-07-11 ES ES01401856T patent/ES2237541T3/es not_active Expired - Lifetime
- 2001-07-11 PT PT01401856T patent/PT1178153E/pt unknown
- 2001-07-11 DE DE60109688T patent/DE60109688T2/de not_active Expired - Lifetime
- 2001-07-11 EP EP01401856A patent/EP1178153B1/fr not_active Expired - Lifetime
- 2001-07-17 US US09/906,067 patent/US6505406B2/en not_active Expired - Lifetime
- 2001-07-25 HU HU0103057A patent/HU223586B1/hu not_active IP Right Cessation
- 2001-07-26 NZ NZ513183A patent/NZ513183A/xx unknown
- 2001-07-26 TW TW090118349A patent/TWI228162B/zh active
- 2001-07-27 AU AU57686/01A patent/AU766187B2/en not_active Expired
- 2001-07-30 JP JP2001228980A patent/JP2002088702A/ja not_active Withdrawn
- 2001-07-31 KR KR1020010046123A patent/KR100740768B1/ko not_active IP Right Cessation
- 2001-07-31 CZ CZ20012769A patent/CZ299324B6/cs not_active IP Right Cessation
- 2001-07-31 RU RU2001121473/11A patent/RU2266360C2/ru active
- 2001-07-31 PL PL348968A patent/PL211342B1/pl unknown
- 2001-07-31 BR BRPI0103164-3A patent/BR0103164B1/pt not_active IP Right Cessation
- 2001-07-31 MX MXPA01007738A patent/MXPA01007738A/es active IP Right Grant
- 2001-07-31 CA CA002354411A patent/CA2354411C/fr not_active Expired - Lifetime
- 2001-08-01 CN CNB011249013A patent/CN1313677C/zh not_active Expired - Fee Related
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2002
- 2002-05-31 HK HK02104130.1A patent/HK1043819B/zh not_active IP Right Cessation
Cited By (3)
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 (fr) | 2020-11-10 | 2022-05-11 | ALSTOM Transport Technologies | Ensemble d'ajustement des rails d'une voie ferrée à réaliser et procédé associé |
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