EP1587987B1 - Procede d'installation d'un element prefabrique et dispositif de mesure - Google Patents

Procede d'installation d'un element prefabrique et dispositif de mesure Download PDF

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Publication number
EP1587987B1
EP1587987B1 EP03785765.3A EP03785765A EP1587987B1 EP 1587987 B1 EP1587987 B1 EP 1587987B1 EP 03785765 A EP03785765 A EP 03785765A EP 1587987 B1 EP1587987 B1 EP 1587987B1
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EP
European Patent Office
Prior art keywords
measuring
finished part
measuring device
points
prisms
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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EP03785765.3A
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German (de)
English (en)
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EP1587987A1 (fr
Inventor
Ullrich FREITÄGER
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Max Boegl Stiftung and Co KG
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Max Boegl Bauunternehmung GmbH and Co KG
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Publication of EP1587987B1 publication Critical patent/EP1587987B1/fr
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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
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation

Definitions

  • the present invention relates to a method for setting up a finished part, in particular a precast slab for the construction of a slab track, which forms a route together with a plurality of successively arranged prefabricated parts, with polygon points which determine an outer geometry of the course of the track and a device for receiving a plurality Measuring prisms, which is arranged on a finished part, in particular a precast slab for the construction of a slab track.
  • a method for spatially accurate positioning of manufacturing equipment which is controlled using reference points to position rail fasteners with the desired accuracy at the desired location.
  • the production device is mobile and can detect at least one reference point by measurement at selected positions.
  • the positioning of the rail fastening bodies is controlled by the manufacturing facility in dependence on the position to the reference points.
  • sensors are designed as television cameras, which determines the altitude of the manufacturing facility compared to the height of the respective associated reference point.
  • the deviation of the actual position from the desired position is calculated, whereupon the manufacturing device is displaced in the longitudinal and transverse direction into the desired position. Subsequently, the rail fastening body is positioned and fastened.
  • a disadvantage of this device is that a precise laying of the rail fastening body requires a large number of reference points in order to be able to carry out the positioning of the rail fastening body in the accuracy required for high-speed railways.
  • the reference points must be arranged along the track so that the manufacturing facility can orientate it. It takes a lot of work to create the reference points.
  • the position of a production device is determined exactly with the proposed method. However, whether the manufacturing device then properly positions the rail fastener body is not checked by the proposed method.
  • the DE 100 45 468 A1 a track measuring device with a track measuring carriage for determining the relative and / or absolute position of a track for rail vehicles, wherein the track measuring carriage has a long chord measuring device which is aligned in the longitudinal direction of the track.
  • the long-chord measuring device allows additional, relative measurement of the track.
  • a threshold adjustment device which is suitable for positioning a plurality of arranged in a rail track longitudinal direction successively on a support plate thresholds in an intended installation in a Gumateriallage installation position.
  • This comprises a rail arrangement which can be laid in the longitudinal direction of the railroad track and a threshold installation arrangement which can be adjusted over all thresholds to be positioned in an alignment process and which is provided for bearing against the rail support areas of the threshold and adjustable in its vertical position and lateral position with respect to the railroad track length direction.
  • the threshold adjustment device comprises a threshold fixing arrangement, by means of which each of the thresholds to be positioned with respect to the threshold installation arrangement can be fixed when the threshold installation arrangement is to be positioned at the rail support areas of the threshold installation arrangement to be positioned during an adjustment procedure.
  • the object of the present invention is therefore to provide a method and a measuring device with which the abovementioned disadvantages are avoided and in particular a fast and reliable installation of prefabricated panels is made possible with little personnel expenditure. Furthermore, it is an object of the invention to be able to use simple and standardized measuring devices for a precise measurement and setup of the finished parts.
  • the inventive method is used to set up a finished part, in particular a precast slab for the construction of a slab track.
  • a finished part in particular a precast slab for the construction of a slab track.
  • Several successively arranged finished parts form a route.
  • the composite of the precast track has polygon points, which determine an outer geometry of the course of the route.
  • a measuring device in particular a tachymeter, is set up at a first polygon point and oriented with respect to at least one destination point, so that an orientation line is thereby erected.
  • measuring points of the finished part are measured starting from this target point orientation with respect to their actual position in relation to the orientation line and compared with their desired position.
  • the finished part is then set up in accordance with the difference between the actual position and the setpoint position.
  • the orientation of the tachymeter and the measurement of the actual position of the measuring points of the finished part happens in that a target line or orientation line is created between the total station and the target point, from which starting the position of the measuring points is determined.
  • the angle between the orientation line and the line between tachymeter and measuring point as well as the distance of the measuring point from the total station is determined and compared with nominal values. If these setpoints do not agree with the required actual values, the finished part is corrected in its position.
  • the finish lines of the individual finished parts are components of the inner geometry of the route, ie they determine the proximity accuracy of successive finished parts.
  • the polygon points are chosen near the axis of the route. These near-axis polygon points are subject to the parameters of the inner geometry to be observed with respect to their neighborhood accuracy. This means that adjacent polygon points have only a very small deviation from the required inner geometry. Overall, the polygon points represent the outer geometry of the section and can allow a greater tolerance in this regard. Magnitudes of the tolerance, which are readily achievable with the inventive measuring system, are in precast parts for the construction of a slab track with respect to the proximity accuracy or inner geometry about +/- 0.2 mm.
  • the near-axis polygon points have the advantage that they map the outer geometry of the track and thus allow the actual routing of the track on the axis defined by the polygon points.
  • the measuring points are measured with regard to their position relative to the line between tachymeter and target point.
  • the decisive factor is the distance between the tachymeter and the measuring point and the angle between the finish line and the line from the tachymeter to the measuring point.
  • a tolerance of about +/- 1 mm when laying a slab track is insignificant.
  • the transverse deviation from the target line can also be used to assess the accuracy of the measuring point. This is often the better and easier way to determine the position of the measuring point.
  • a tolerance of +/- 0.1 mm may be allowed.
  • the measuring points of the finished part are advantageously measuring prisms, which are arranged on the finished part.
  • a measuring prism arranged at a polygon point is used as the target point.
  • the measuring prism is particularly well suited for sighting by the measuring device or the tachymeter. If the measuring prism is arranged at a polygonal point, then the line between tachymeter and polygonal point forms the orientation or target line at which the finished part is aligned. With a correspondingly accurate positioning of the individual polygon points, the tachymeter and the measuring prism at the respective polygonal point, a sufficiently accurate target line is created, which enables the laying of finished parts with only slight kinks.
  • the laying of the successive finished parts is made even more accurate than is the case with the arrangement of the target point at a polygonal point. A possible inaccuracy in the laying of the last finely oriented finished part is thus compensated. The actual inner geometry is thereby additionally smoothed.
  • the finished part by means of adjusting elements, in particular spindles on a substrate, in particular a hydraulically bound Support layer (HGT) worn.
  • HHT hydraulically bound Support layer
  • adjusting elements in particular spindles
  • the adjusting elements are screwed to ground contact before measuring the actual position, then a defined position of the spindles and of the finished part is created, from which starting the setting up of the finished part can be carried out.
  • the ground contact of the spindle is determined by a predefined torque on the spindle. As soon as this torque is applied to the spindle or the screwdriver, a defined position of the spindle and the finished part is obtained, from which starting the adjustment of the finished part then takes place.
  • the difference between the actual position and the desired position is first displayed and released before the actual setting up of the finished part. This avoids that in a faulty measurement, the finished part is set up incorrectly and the measurement and setup of the finished part must be completely redone.
  • the display can be used to carry out a plausibility check and, if necessary, to repeat the measurement.
  • the tachymeter performs the determination of the actual position in all measuring points independently and then displays the adjustment or adjustment data of the adjusting elements, in particular the spindles by means of a display device.
  • the manual aiming of the individual measuring points by an operator is thereby no longer necessary.
  • the device of the finished part in particular by the adjustment of the adjusting elements, in particular the spindles is made.
  • the measuring points are measured again and compared with their desired position. If the difference is still outside the allowable tolerance, then the fine-straightening process is repeated until the difference between the actual and desired position no longer exceeds a predetermined value.
  • the last measured values of the fine-straightening process are advantageously stored as a measurement protocol in order to be able to document the position of the finished part and, if necessary, to be able to prove to the client.
  • a measuring device which can be used in the implementation of the method according to the invention for setting up a finished part, has the features of claim 15.
  • the measuring device has the particular advantage that it creates the assignment of the individual measuring prisms to one another in the case of a plurality of measuring prisms and thus no longer makes it necessary to set these measuring prisms relative to one another during the fine-tuning of a finished part.
  • the measuring device forms, so to speak, a measuring gauge for setting up the finished part.
  • the measuring prisms are here at defined positions with respect to the finished part and can thus be adhered to when measuring any number of finished parts. After a finished part has been set up, the measuring device is removed from this finished part and spent on the next finished part. There, it only needs to be roughly positioned to be able to create the targets for the measurement of the finished part.
  • the measuring prism of the measuring device is arranged in the region of a supporting spindle of the finished part.
  • the measured value on the measuring prism can be converted directly into an adjustment of the supporting spindle. It is thus clear that when adjusting the spindle by a certain amount and the position of the measuring prism is changed by this amount. An additional conversion is therefore not required.
  • the measuring prism is arranged in the region of a rail support point, then the bearing of a rail on the finished part of a slab track can be measured.
  • the measuring prism can be placed directly on the rail support or arranged according to a particularly advantageous embodiment at a predetermined distance from the rail support and thereby correspond, for example, the distance of the upper edge of the rail of the finished part.
  • At least two measuring prisms which describe the distance between two parallel rails relative to one another, are arranged on the measuring prism carrier, so that the finished part plate is aligned in accordance with the track profile.
  • This ensures a particularly comfortable operation of the rail vehicle, as shocks are avoided.
  • additional special adjustment measures and compensatory measures on the rails during their installation are hardly required.
  • This arrangement also height differences in the surface of the finished part balanced near the spindle and thus cause a uniform defined course of the rails.
  • the Messprung carrier according to the invention comprises a device for the measuring prism, which is placed on a rail support point and then corresponds to the distance of a rail head of the rail support.
  • the device thus defines a rail head at the predefined distance from its bearing point. It can also be a substructure, which is arranged for example in the form of rubber plates under the rail, are taken into account at the appropriate distance.
  • the measuring device is displaceable on the finished part.
  • wheels can be connected to the measuring device, which guide the measuring device on the finished part and can be pushed onto the subsequent finished part after setting up the finished part.
  • the setting up of the finished part is very quick and easy to carry out. With a corresponding signal to the actuator this is set in motion and rotates the support spindle of the finished part by a predetermined amount to raise or lower the finished part.
  • the servo motor aligns the finished part both in height and transversely to the longitudinal axis of the finished part.
  • the same or another servomotor may be provided, wherein a servomotor for the height adjustment and another servomotor for the transverse adjustment of the finished part is determined.
  • the servo motor is controlled by a computer or an evaluation of the tachymeter.
  • the measured values obtained from the tachymeter can be forwarded via the controller directly to the servomotors and cause a corresponding adjustment of the finished part in its desired position.
  • the measurement can advantageously take place in conjunction with a measurement prism arranged in series, and thus alternatively determine the position of the finished part.
  • FIG. 1 shows a plan view of a measuring arrangement on three successive precast slab plate 1 for rail-guided vehicles.
  • Each of the prefabricated panels 1 has rail supports 2 on which, after the prefabricated panel 1 has been set up, rails for the rail-guided vehicle are mounted.
  • the precast plate 1, which is partially drawn on the left in the figure, is already in its desired position, while the middle and right precast plate 1 'and 1 "still have to be set up
  • FIG. 1 shows the setting of the middle prefabricated panel 1 '.
  • the polygon points essentially mark the outer geometry of the route.
  • the inner geometry i. the course of the polygon, which results from the juxtaposition of a plurality of prefabricated panels 1, be as even as possible in order to carry out the driving operation of the vehicle particularly comfortable.
  • the polygon point 3 is located between the prefabricated panel 1 already set up and the precast panel 1 'to be set up. He served for the establishment of precast panel 1 as a viewpoint for a total station 4.
  • This tachymeter 4 is now on the polygon point 3 'for setting up the precast panel 1'.
  • the tachymeter 4 aims with a beam at a target prism 5, which is located on the polygon point 3. Between the tachymeter 4 and the target prism 5 an orientation line 6 is thereby constructed, after which the precast slab 1 'is aligned.
  • the precast plate 1 ' On the precast plate 1 'is a measuring device 10. At the measuring device 10 six measuring prisms 11.1 to 11.6 are arranged. The measuring prisms 11.1 to 11.6 are located at bases 2 of the precast panel 1 '. In addition, the measuring prisms are 11.1 to 11.6 in the vicinity of spindles 12, which are provided for the adjustment of the precast plate 1 '. The adjustment of the spindles 12 takes place with servomotors 13, which rotates the spindle 12 more or less far in a thread and thus the precast plate 1 'raises or lowers.
  • the deviation of the individual measuring prisms 11.1 to 11.6 is determined with the aid of the tachymeter 4 starting from the orientation line 6.
  • the distance of the individual measuring prisms 11.1 to 11.6 is measured by the tachymeter 4 and the angle ⁇ between the orientation line 6 and the measuring beam 14.1 to 14.6 to the detected individual measuring prisms 11.1 to 11.6.
  • the values are compared with a given target value. If the two values lie within a permissible tolerance, the precast slab 1 'is set up. Otherwise, the respective spindle 12 is actuated via a signal to the servomotors 13 and the finished part plate 1 'is changed in its position. Subsequently, measurements are again started on the measuring prisms and the present position compared with the desired value. This procedure continues until the setpoints and the actual values are within a permissible tolerance range.
  • the measuring apparatus 10 When the prefabricated panel 1 'is set up, the measuring apparatus 10 is dismantled and brought to the prefabricated panel 1 "This is done by translating the tachymeter 4 to a next polygonal point 3. The target prism 5 is placed on the polygonal point 3' and the measuring apparatus 10 is moved from the precast slab 1 'on the precast slab 1 ".
  • the measuring device 10 has wheels 15 which can roll on the precast slab 1 'and 1.
  • the measuring device 10 it has, in addition to the wheels 15, supporting wheels 16 which laterally engage the precast slabs 1 and thus the measuring device 10
  • the measuring device 10 is then positioned on the precast slab 1 "so that the servomotors 13 can engage the spindles 12 and rotate them to position the slab 1.
  • the measurement process for setting the precast slab 1" is then performed in FIG same as in the plate 1 'performed.
  • the measurement of only one guide strand ie only the measuring prisms of a row, that is to say measuring prisms 11.2, 11.4 and 11.6 or 11.1, 11.3 and 11.5, can be carried out.
  • the values of bank angle sensors 110 which indicate the bank angle of the board 1 on the basis of the measured measuring prisms are used as additional measured values. This also allows a very accurate determination of the position of the precast slab 1 done.
  • the bank sensors Also called inclinometer, are arranged for example on the connecting struts of the measuring device 10. The required setting of the spindles 17 can be calculated from their signals in conjunction with the values of the measuring prisms.
  • the FIG. 2 shows a section through a precast slab 1, which is arranged with spindles 12 on a hydraulically bonded support layer 20.
  • the spindles 12 support the prefabricated panel 1 on the upper side of the base layer 20.
  • the support layer 20 of the polygon point 3 is arranged, which defines the outer geometry of the route.
  • the total station 4 is arranged.
  • the tachymeter 4 sends a measuring beam 14.1 and 14.2 to the measuring prisms 11.1 and 11.2. From the position of these measuring prisms 11.1 and 11.2 to a desired position, the position of the precast slab 1 is determined.
  • the measuring prisms 11.1 and 11.2 are located on the measuring device 10. They are arranged on the support points 2 of the precast plate 1 by means of feet 21. The feet 21 simulate the later mounted on the bases 2 track. The measuring prisms 11.1 and 11.2 are thus at a height which corresponds to the later rail head. In order to be able to take into account the gauge of the track during the measurement of the prefabricated panel 1, the two measuring prisms 11.1 and 11.2 are connected to a connecting rod 22.
  • the measuring device 10 In order to transport the laying of the measuring device 10 from an equipped precast slab 1 to a new precast slab 1, the measuring device 10 has wheels 15. The feet 21, the connecting rod 22 and the servomotors 13 are arranged on the measuring device 10. The displacement of the measuring device 10 can thereby be carried out very quickly and without large personnel expenses.
  • FIG. 3 shows a measuring method, which in principle the measuring method of FIG. 1 corresponds, but works even more precisely with respect to the inner geometry.
  • the determination of the orientation line does not happen with the sighting of a polygon point 3, which is near an already established precast slab 1.
  • the orientation line 6 ' is rather directed to points which are already set up exactly and which are located on the precast slab 1.
  • an auxiliary device 25 is arranged on support points 2 of the precast slab 1, which has target prisms 5 '.
  • the total station 4 is now oriented to these target prisms 5 ', whereby two orientation lines 6' arise.
  • the measurement of the measuring prisms 11.1 to 11.6 now takes place starting from the orientation lines 6 '.
  • An inaccuracy existing between the polygon point 3 and the actually installed precast slab 1 is eliminated by this set-up method because the actual precast slab 1 already set up is authoritative.
  • Another difference of this measuring method compared to the measuring method according to FIG. 1 is that the tachymeter 4 is not located at the nearest polygon point 3, but at a more distant polygon point 3. This results in a longer measuring beam, which causes a more accurate measurement and thus a lower measurement error.
  • the precast panel 1 'can thereby be set up even more precisely.
  • the present invention is not limited to the illustrated embodiments, in particular, a combination of the two in FIG. 1 and FIG. 3 illustrated embodiments of the invention take place.
  • the tachymeter 4 can be arranged closer to the precast panel to be set up than in FIG. 3 is shown.
  • the adjustment of the spindles 12 by means of actuators 13 takes place.
  • the adjustment of the spindles 12 can of course also be done manually. Incidentally, it is sufficient in most cases when only a height adjustment with the spindles 12 takes place.
  • the lateral Adjustment of the precast plate with the spindles 17 and possibly connected actuators 13 will not be required in every case. It can also be adjusted manually via appropriate adjustment devices.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Claims (20)

  1. Procédé pour ajuster un élément de construction préfabriqué (1), en particulier une dalle préfabriquée pour la construction d'une voie de roulement rigide, qui constitue un tronçon avec plusieurs éléments de construction préfabriqués (1) disposés les uns après les autres, avec des points de polygone (3), qui déterminent une géométrie extérieure de l'allure du tronçon, caractérisé en ce que les points de polygone (3) sont choisis près de l'axe du tronçon, qu'un appareil de mesure, en particulier un tachymètre (4), est dressé à un premier point de polygone (3), que l'appareil de mesure est orienté par rapport à au moins un point de visée (5, 5') de sorte qu'une ligne d'orientation (6, 6') soit de ce fait établie, que la position réelle de plusieurs points de mesure de l'élément de construction préfabriqué (1) par rapport à la ligne d'orientation (6, 6') est ensuite mesurée et comparée avec la position théorique, et que l'élément de construction préfabriqué (1) est ajusté en fonction de la différence entre la position réelle et la position théorique.
  2. Procédé selon la revendication précédente, caractérisé en ce que des points de polygone voisins (3) ne dépassent pas une tolérance prédéterminée par rapport à la géométrie extérieure.
  3. Procédé selon l'une des revendications précédentes, caractérisé en ce que les points de mesure sont des prismes de mesure (11) disposés sur l'élément de construction préfabriqué (1).
  4. Procédé selon l'une des revendications précédentes, caractérisé en ce que le point de visée (5, 5') est un prisme de mesure disposé à un point de polygone (3).
  5. Procédé selon l'une des revendications précédentes, caractérisé en ce que le point de visée (5, 5') est dressé à un élément de construction préfabriqué (1) précisément ajusté, de préférence au dernier élément de construction préfabriqué (1) précisément ajusté.
  6. Procédé selon l'une des revendications précédentes, caractérisé en ce que l'élément de construction préfabriqué (1) est supporté par un élément d'ajustage, en particulier des broches (12), sur un support.
  7. Procédé selon l'une des revendications précédentes, caractérisé en ce que les éléments d'ajustage, en particulier les broches (12), sont boulonnés en contact avec le sol avant la mesure de la position réelle.
  8. Procédé selon l'une des revendications précédentes, caractérisé en ce que le contact avec le sol des broches (12) est constaté via un couple de rotation prédéterminé à la broche (12).
  9. Procédé selon l'une des revendications précédentes, caractérisé en ce que la différence entre la position réelle et la position théorique et/ou les valeurs de réglage des éléments d'ajustage, en particulier des broches (12), sont affichées et validées avant l'ajustage.
  10. Procédé selon l'une des revendications précédentes, caractérisé en ce que les broches (12) sont réglées par des visseuses de réglage (13) à commande automatique.
  11. Procédé selon l'une des revendications précédentes, caractérisé en ce que la mesure des points de mesure s'effectue automatiquement.
  12. Procédé selon l'une des revendications précédentes, caractérisé en ce que l'opération d'ajustage de précision est répétée jusqu'à ce que la différence entre la position réelle et la position théorique ne dépasse plus une valeur prédéterminée.
  13. Procédé selon l'une des revendications précédentes, caractérisé en ce que les dernières valeurs de mesure de l'opération d'ajustage de précision sont enregistrées en tant que rapport de mesure.
  14. Procédé selon l'une des revendications précédentes, caractérisé en ce que le prisme de mesure (11) est disposé dans la zone de l'élément d'ajustage, en particulier des broches de support (12) de l'élément de construction préfabriqué (1).
  15. Dispositif de mesure (10) pour l'exécution du procédé selon l'une ou plusieurs des revendications 1 à 14 précédentes, avec plusieurs prismes de mesure (11) formant des points de mesure, sachant que le dispositif de mesure (10) est destiné à être disposé sur une dalle préfabriquée (1) pour la construction d'une voie de roulement rigide, sachant que la dalle préfabriquée (1) présente une multitude de points d'appui de rail (2) pour deux rails d'une voie ferrée s'étendant parallèlement, caractérisé en ce que le dispositif de mesure (10) présente des porte-prismes de mesure distancés les uns des autres dans le sens longitudinal du dispositif de mesure (10), qui portent respectivement au moins deux prismes de mesure (11.1 ; 11.2) dans le sens transversal du dispositif de mesure (10) à une distance qui correspond à la distance entre les deux rails parallèles devant être montés ultérieurement, et que les porte-prismes de mesure présentent respectivement un dispositif (21) pour les prismes de mesure (11.1 ; 11.2), à l'aide duquel le porte-prisme de mesure peut être posé sur les points d'appui de rail (2) de la dalle préfabriquée (1) prévus à cet effet et devant être mesurés de sorte que les prismes de mesure (11.1 ; 11.2) soient portés par le point d'appui de rail correspondant (2) à une certaine distance d'un champignon de rail du rail parallèle devant être monté ultérieurement.
  16. Dispositif de mesure selon l'une des revendications précédentes, caractérisé en ce que le dispositif de mesure (10) est déplaçable sur l'élément de construction préfabriqué (1).
  17. Dispositif de mesure selon l'une des revendications précédentes, caractérisé en ce qu'au moins un moteur de réglage (13) pour le réglage d'un élément d'ajustage, en particulier d'une broche de support (12) de l'élément de construction préfabriqué (1), est disposé au dispositif de mesure (10).
  18. Dispositif de mesure selon l'une des revendications précédentes, caractérisé en ce que le moteur de réglage (13) positionne l'élément de construction préfabriqué (1) en hauteur et/ou perpendiculairement à l'axe longitudinal de l'élément de construction préfabriqué (1).
  19. Dispositif de mesure selon l'une des revendications précédentes, caractérisé en ce que le moteur de réglage (13) est commandé par un ordinateur ou un dispositif d'évaluation.
  20. Dispositif de mesure selon l'une des revendications précédentes, caractérisé en ce que le dispositif de mesure (10) comporte un capteur d'inclinaison transversale (110).
EP03785765.3A 2003-01-27 2003-12-06 Procede d'installation d'un element prefabrique et dispositif de mesure Expired - Lifetime EP1587987B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10303177 2003-01-27
DE10303177A DE10303177A1 (de) 2003-01-27 2003-01-27 Verfahren zum Einrichten eines Fertigteiles und Vorrichtung zur Aufnahme von Messprismen
PCT/EP2003/013863 WO2004067845A1 (fr) 2003-01-27 2003-12-06 Procede d'installation d'un element prefabrique et dispositif de reception de prismes de mesure

Publications (2)

Publication Number Publication Date
EP1587987A1 EP1587987A1 (fr) 2005-10-26
EP1587987B1 true EP1587987B1 (fr) 2015-02-11

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017121044A1 (fr) 2016-01-11 2017-07-20 北京城建设计发展集团股份有限公司 Système structural de voie ferrée à dalles préfabriquées pour l'atténuation des vibrations et procédé de construction associé

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101592482B (zh) * 2009-06-30 2011-03-02 上海磁浮交通发展有限公司 大型构件精确定位的方法
CN101824782B (zh) * 2010-04-28 2012-03-21 中铁十五局集团有限公司 高速铁路轨道精调装置
CN101922133B (zh) * 2010-08-12 2012-06-06 上海铁路局科学技术研究所 用于轨道参数高效测量的智能轨道检测仪
CN102830718B (zh) * 2012-09-14 2015-01-21 中南大学 大型工件自动精确定位方法
AT515805B1 (de) * 2014-07-29 2015-12-15 Rungger Helmut Schienenfahrzeug mit einer Vorrichtung zum Nachbearbeiten der Lauffläche von Gleisschienen
CN111041912A (zh) * 2019-12-20 2020-04-21 中国铁道科学研究院集团有限公司电子计算技术研究所 一种双块式无砟轨道复测方法及系统
CN111926639B (zh) * 2020-07-16 2021-10-29 重庆工商大学 一种铁轨线路故障诊断用具有测量结构的移位矫正装置

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10045468A1 (de) * 2000-09-14 2002-04-04 Bahnbau Wels Gmbh Wels Gleismeßeinrichtung

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1002744A (en) * 1973-05-23 1977-01-04 British Railways Board Optical system for datum establishment in roadway maintenance
CH657881A5 (de) * 1980-11-04 1986-09-30 Canron Inc Crissier Verfahren und vorrichtung zur vermessung der lage eines eisenbahngleises.
ES516846A0 (es) * 1981-10-28 1984-12-01 Hoechst Ag Procedimiento para la separacion de componentes de metales pesados a partir de acidos fosforicos brutos.
FI80790C (fi) * 1988-02-22 1990-07-10 Matti Henttinen Foerfarande och anordning foer bestaemning av ett spaors laege.
AT401399B (de) * 1992-06-19 1996-08-26 Plasser Bahnbaumasch Franz Gleisbaumaschine mit einem laser-bezugsystem
DE19548229C5 (de) * 1995-12-22 2005-11-24 intermetric Gesellschaft für Ingenieurmessung und raumbezogene Informationssysteme mbH Verfahren zum räumlich genauen Positionieren von Fertigungsvorrichtungen und Vorrichtung zum Durchführen des Verfahrens
JP2000118628A (ja) * 1998-10-16 2000-04-25 Toyota Autom Loom Works Ltd 自動倉庫のレールユニット
DE10048842A1 (de) 2000-03-30 2001-10-11 Walter Heilit Verkehrswegebau Schwellenjustiereinrichtung
JP2001349730A (ja) * 2000-06-09 2001-12-21 Aputo:Kk 鉄道レールの測定検査方法とその装置

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10045468A1 (de) * 2000-09-14 2002-04-04 Bahnbau Wels Gmbh Wels Gleismeßeinrichtung

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017121044A1 (fr) 2016-01-11 2017-07-20 北京城建设计发展集团股份有限公司 Système structural de voie ferrée à dalles préfabriquées pour l'atténuation des vibrations et procédé de construction associé
EP3404142A4 (fr) * 2016-01-11 2019-09-25 Beijing Urban Construction Design & Development Group Co., Limited Système structural de voie ferrée à dalles préfabriquées pour l'atténuation des vibrations et procédé de construction associé

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WO2004067845A1 (fr) 2004-08-12
AU2003294810A1 (en) 2004-08-23
EP1587987A1 (fr) 2005-10-26
CN100523378C (zh) 2009-08-05
KR20050097518A (ko) 2005-10-07
KR101255347B1 (ko) 2013-04-16
CN1745217A (zh) 2006-03-08
DE10303177A1 (de) 2004-07-29

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