EP1417379B1 - Procede pour la pose continue d'un rail sur une voie de circulation fixe, ainsi que dispositif d'ajustage et voie de circulation fixe - Google Patents

Procede pour la pose continue d'un rail sur une voie de circulation fixe, ainsi que dispositif d'ajustage et voie de circulation fixe Download PDF

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Publication number
EP1417379B1
EP1417379B1 EP02751115A EP02751115A EP1417379B1 EP 1417379 B1 EP1417379 B1 EP 1417379B1 EP 02751115 A EP02751115 A EP 02751115A EP 02751115 A EP02751115 A EP 02751115A EP 1417379 B1 EP1417379 B1 EP 1417379B1
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EP
European Patent Office
Prior art keywords
rail
several
channel
rigid track
rails
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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EP02751115A
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German (de)
English (en)
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EP1417379A1 (fr
Inventor
Dieter Reichel
Erich Lindner
Ulrike Schreiner
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Max Boegl Bauunternehmung GmbH and Co KG
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Max Boegl Bauunternehmung GmbH and Co KG
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • 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
    • E01B2203/00—Devices for working the railway-superstructure
    • E01B2203/16—Guiding or measuring means, e.g. for alignment, canting, stepwise propagation
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/09—Ballastless systems

Definitions

  • the present invention relates to methods for continuously storing a Rail on a solid roadway made of concrete slabs, in particular Precast concrete, with the rail arranged in a trough of the concrete slab and then attached by pouring the trough and a corresponding solid roadway from a concrete slab.
  • the rail in one Trough the fixed carriageway arranged and by pouring out the trough attached.
  • Chamber filling stones are arranged at the side of the rail and the Gap between the ventricular filling stones and the trough cheeks becomes filled with a grout.
  • the Kammer Stahle are preferably used together with the rail in the rail trough of precast panel. The clamping of the Kammer hypollsteine and thus the rail is done through the grout.
  • Ortbeton a rapid construction progress possible, that is at Use of this system could e.g. a crossing area within one Day, so that the following day the Traffic could roll over this roadway. Especially with renovation cases this is a great advantage. It is herewith the advantages of the ready-made solution and the continuous rail storage combined.
  • the troughs can either be placed on a plate or integrated in the plate be.
  • the rails and / or the Kammer hypoxia with an adjusting device especially with Keiien within the trough to the preservation of a set up the exact track position, so is a very fast and easy track laying possible.
  • the rails can be in the required position by means of Adjusting device, especially with wedges to be fixed until finally the permanent fixation by means of the grout sufficient strength.
  • the adjusting device can either remain in the trough and firmly with be poured or, if the range of the adjustment of the casting has been omitted, are taken from the trough. The open space, in which the adjustment device had previously been can subsequently be filled with the grout.
  • the rail with conventional rail fasteners in addition to fixing with the chamber fillers and the grout is fixed.
  • the Kammerhellsteine softer be trained, since they are not exclusively for the exact storage of the Rail are responsible.
  • the chamber stones can in this case For example, optimally designed according to the criteria of sound insulation become.
  • the Plate for continuously supporting a rail on a trough, in which the rail is arranged.
  • Chamber filling stones are arranged on the side of the rail. Wedges act as adjusting devices on the chamber filling stones to maintain the rails over the chamber fillers within the trough set up an exact track position.
  • the space between the Chamber filling stones and the tray cheeks are filled with grout. hereby will be an exact and permanent positioning of the rail on the Precast concrete slab achieved.
  • the rails and / or the Kammer Stahlllsteine with an adjusting device in particular with wedges within the trough to Preservation of an exact track position established.
  • the wedges serve as provisional Fixation of the rail in the predetermined position.
  • the rail is permanently fixed by means of the grout.
  • the rail can be fixed with conventional rail fasteners be. These conventional rail fasteners, which are commonly the rail foot to the trough bottom, optionally with an elastic Clamp the intermediate layer, are advantageously fixed only after the adjusting device hold the rails in the predetermined position.
  • the precast concrete slab in vertical and horizontal Direction aligned and with a potting compound, especially bitumen-cement mortar underpoured to a permanent fixation of precast concrete slab.
  • a potting compound especially bitumen-cement mortar underpoured to a permanent fixation of precast concrete slab.
  • the precast concrete slab is covered with mastic asphalt, then there is an intersection area very fast and advantageous at ground level executable. Besides, it is thus possible that the precast concrete slab for other than rail-guided Vehicles can be used. Especially for the use of Rescue vehicles here is an advantageous roadway created.
  • the precast concrete panel spindles contains.
  • the precast concrete slab is aligned with these spindles and then poured for permanent fixation.
  • the rail is a grooved rail is how it is commonly used for trams.
  • the plate in one execution with cover including the cover is about the same thickness as one Plate for a version without cover.
  • This can be a smoother Substrate are prepared on which both types of plates can be hung up.
  • the plates can be used for cornering or straight sections of the track. Due to the trapezoidal design of the plate is the laying of the rails within curve sections very easily possible, especially then if the plates are designed shorter for such applications than for the straight-line route.
  • the fixed carriageway is a prefabricated frame consisting of longitudinal beams and Crossbeam exists.
  • the longitudinal beams are connected to the crossbar, with the crossbars essentially the function of positioning the two longitudinal beams to have.
  • the precast frame is lighter than the precast panel and thus even easier to lay. Due to the large spaces between The individual transom, for example, a very simple greening the roadway are made. This too is for the inner city Driving operation particularly advantageous.
  • the rails are in such an embodiment of the precast concrete part arranged on or in the longitudinal beams.
  • the longitudinal beams can do so be formed that they contain a trough in which the rails be attached.
  • it can be provided that the rails on the Longitudinal beams in a conventional manner by means of rail fasteners in Support points or continuously attached.
  • spindles are arranged.
  • the longitudinal beams By means of the Spindles are the longitudinal beams and thus the precast frame in the predetermined Position moves. Subsequently, the longitudinal beams with a Untergußmasse, in particular a bitumen-cement mortar poured, to permanently fix the precast frame.
  • the fixed carriageway advantageously has a recess substantially transversely to the longitudinal direction of the fixed carriageway in the region of the trough.
  • an adjusting device or a part thereof is at least temporarily added.
  • the recess serves the formation or use of a drainage channel for rainwater, which accumulates between two parallel bumps or troughs of a solid lane. Even if the solid track is used for conventional fastening of rails, the recess serves to form a drainage channel and is also particularly advantageous and inventive.
  • the solid roadway is thus extremely flexible.
  • the trough is substantially on a surface of the Concrete plate arranged. This facilitates the production and allows the Forming a relatively thin concrete slab, which can be produced inexpensively and transportable, since it has a low weight.
  • the recess in the trough extends at least to the surface of the plate, then it is possible that the rainwater, which is on the plate surface between the troughs, can drain completely.
  • the gap on the plate surface extends across the entire width of the plate Plate and is it advantageously still continued on the plate surface, so accumulates in the recess the rainwater and runs through the recess from the solid roadway.
  • a solid roadway in which the rail in the Trough is largely poured.
  • the rail has a special high strength on the solid road and is also still soundproofed through the elastic sealing compound.
  • the recess which on the one hand the recording of the adjusting device and on the other hand can serve as a drainage channel can, if appropriate Design also as a predetermined breaking point of the plate for defined cracking serve.
  • the recess which transverse to the troughs to the plate surface is enough, it will form cracks exactly at these points.
  • a solid roadway is shown in perspective view, which consists of juxtaposed precast concrete panels 1.
  • the precast panel 1 consists essentially of a plate with a substantially rectangular Cross-section and with humps placed on top 2. Two of the humps 2 each form a trough 3, in which a rail 4 is laid.
  • the precast panels 1, for example, on a hydraulically bound support layer stored and in their position, for example by means not shown Spindles set. Subsequently, the precast plate 1 with a Untergußmasse underpoured, which by means of openings 6 between the precast slab 1 and the hydraulically bonded support layer is introduced.
  • the individual prefabricated panels 1 can either be set loosely together be or be coupled together in a known manner.
  • the prefabricated panels run the bumps 2, which form the trough 3.
  • Two rails 4, 4 ' which are the track for rail-guided vehicles form, run parallel to each other at a predetermined defined distance.
  • the rails 4, 4 ' which are located in each case in the trough 3, are each shed with an elastic sealing compound 5 in the trough 3 and thereby permanently fixed.
  • other than here shown rails are used in the same way.
  • FIG. 2 shows a further embodiment of a precast slab 1.
  • the installation of prefabricated panels 1 takes place in the same way as previously described in Figure 1.
  • the advantage of such Prefabricated panel 1 is, for example, that they for level crossings Can be used, since the tracks and the track bed across the Trajectory can be run over.
  • FIG. 3 shows a precast slab 1 according to FIG.
  • the humps 2 and thus the troughs 3 run above the actual precast slab.
  • the troughs 3 and the humps 2 recesses 7, which transverse to the longitudinal direction of the bumps 2 and 3 troughs run.
  • the recesses 7 of a trough 3 correspond with recesses 7 of the parallel trough 3 '.
  • a Adjusting device 8 is used, which the two parallel rails 4, 4 'connect together and thereby fix.
  • the adjusting device 8 consists of two clamping devices 10 and a, the two clamping devices 10 interconnecting connecting device 11.
  • a height adjustment device 12th intended in each case.
  • the height adjustment device 12 is in present embodiment of a spindle, which is located on the ground the recess 7 is supported and thereby the altitude of the rail 4, 4 ' influenced and fixed.
  • the trough 3 with an elastic sealing compound. 5 be poured out.
  • the area of the adjusting device 8 remains for the time being recessed so that the adjusting device 8 after extensive curing the potting compound 5 can be removed again.
  • the adjustment and Holder of the rail 4 takes over at this time already the potting compound 5, so that the adjusting device 8 is no longer necessary.
  • the adjusting device 8 After the adjusting device 8 has been removed, the area in which previously the adjusting device 8 was arranged in the trough 3 with the Potting compound 5 are filled so that the rail 4, 4 'completely in the Potting compound 5 is embedded without being affected by remaining adjusting devices 8 or parts thereof, the rail 4, 4 'in their homogeneous vibration behavior is disturbed during the crossing with a rail vehicle.
  • the adjusting devices 8 are preferably at regular intervals, for example, arranged at intervals of 3 m. This is a sufficiently good adjustment of the rails 4, 4 'allows.
  • FIG. 4 shows a detailed view of the adjusting device 8 in the region of FIG Clamping device 10 shown.
  • the adjusting device 8 engages with her Clamping device 10, the rail 4.
  • the rail 4 consists of a Rail base 20, a rail web 21 and a rail head 22.
  • Die Clamping device 10 grips the rail 4 in the present embodiment from the side of the rail head 22 and clamps the rail head 22 and / or the rail web 21, by a terminal 13, the rail 4 presses against a stop 14.
  • the clamping force is by means of a Screw 15 causes which the clamp 13 in the direction of the stop 14 moves. By largely or completely loosening the screw 15th if the clamp 13 can be completely removed from the adjusting device 8, so that, for example, by inclining the adjusting device 8, the adjusting device 8 are removed from the partially cast rail 4 can.
  • the spindle 12 is supported on the bottom of the recess 7.
  • On a recess 7 can be dispensed with in this case.
  • the stop 14 is also movable is, so that a release of the adjusting device 8 of the partially cast Rail 4 is enabled.
  • FIG. 5 shows a further prefabricated panel 1.
  • bumps 2 are again arranged on the plate surface, which each form a trough 3.
  • the recesses 7 extend into the area of Surface of the precast slab 1.
  • the adjusting device 8 extends in this Embodiment below the rails 4, 4 'in the precast panel 1.
  • the recesses 7 can at least when pouring the trough 3 partially remain open, so that rain water, which is between the two inner humps 2 collects through these openings can escape. This way is simultaneous with the other benefits allows a particularly simple drainage of a solid lane.
  • FIG. 6 shows a detailed view of the adjusting device 8 of the exemplary embodiment the figure 5 shown.
  • the adjusting device has the clamping device 10, which from the side of the rail foot 20 ago the rail 4th stuck.
  • the Clamping device 10 a stop 14 and a terminal 13. through a screw 15, the terminal 13 in the clamping or in the release position spent.
  • the horizontal spacing of the rails 4, 4 ' is effected by in that the connecting device 11 is firmly connected to the stop 14 is. It is thus always the same distance of the rails 4, 4 'from each other receive.
  • the height adjustment is again with the height adjustment 12, which in turn is a spindle or one screw.
  • the Height adjuster 12 is supported on the bottom of the recess 7 and is variable in height by rotation. It may be necessary to that the connecting device 11 or the stopper 14 at least is arranged partially releasably or movably on the adjusting device 8, to remove the adjusting device 8 from the partially cast Rail 4 to allow.
  • the recess 7 in the present embodiment extends into the Prefabricated panel 1 into it. This makes it possible in a particularly advantageous Embodiment of the invention, the recess 7 at the same time as a drainage channel to provide, in the pouring the area of the adjusting device 8 of the trough 3 an opening of the recess 7 below the rail 4 and the trough 3 is kept free. This can be done, for example take place that a pipe before pouring the area of the adjusting device 8 is inserted, or that the potting compound after pouring out the recess 7 in the area below the rail 4 is removed again.
  • FIG. 7 shows a precast concrete slab 1 in a perspective view.
  • the precast concrete slab 1 has openings 6, in which a potting compound, in particular bitumen-cement mortar can be filled for submerging the precast slab 1.
  • the sub-molding of the precast slab 1 happens after the precast slab 1 by means of spindles 18, which several times on the plate 1, was aligned in the vertical and / or horizontal direction.
  • the plate 1 By pouring the plate 1, the plate 1 is permanently fixed in its predetermined position.
  • Several of the plates 1 can be connected to each other by from the end faces of the plate 1 excellent threaded steel 19 are connected and clamped together. This is a connection method which is common on fixed carriageways for high-speed rail traffic. With the present invention, this technique is also applied to the rail transport, in particular trams in urban operation.
  • the troughs 3, 3 ' are designed such that the rails 4 are optimally secured can be.
  • the cheeks the troughs have alternately recesses 25 and wedge surfaces 26.
  • the Recesses 25 serve, as will be described later, to the inserted To fix chamber fill stones within the trough.
  • the undercuts the recesses 25 prevent a gradual emigration the chamber filling stones from the trough 3, 3 '.
  • an adjusting device, in particular wedges is set, which is a provisional Fixation of the rail cause. After the rail permanently attached, these wedges can be removed again and the cavities optionally be poured with a potting compound.
  • FIG. 8 shows a detailed view of a rail fastening.
  • the grooved rail 4 is disposed within the trough 3 of the precast slab 1.
  • Below the Rail base 20 is an elastic pad 24 is provided, on which the rail 4 is stored continuously.
  • At the rail foot 20 grab conventional Rail fasteners 23 and fix the rail 4 substantially in their desired position both in the vertical and in the horizontal direction.
  • the rail fasteners 23 are anchored within the plate 1.
  • Kammer hypochllsteine 30 On the side of the rail web 21 Kammer hypollsteine 30 are arranged ..
  • the Chamber filling stones 30 are usually together with the rail 4 in used the trough 3.
  • wedges 31 are provided, which on the one hand to be supported on the wedge surfaces 26 of the trough 3 and on the other on a cheek 33 of the Kammer hypollsteine 30.
  • the cheek 33 is in relation arranged on the vertical axis of the rail 4 or the wedge surface 26 at an angle, so that the wedge 31 clamp the Kammer hypollstein 30 within the trough 3 can.
  • Figure 9 shows a precast concrete slab with cover in a perspective view.
  • the precast concrete slab 1 is designed such that it is a Abdekkung 36 can record.
  • the top edge of the cover 36 is substantially flush with the top edge of the rail 4. This will be a level Transition created, which in particular at a cross traffic Intersections is required.
  • the cover 36 is made in many cases Gussasphalt, which also handled road traffic on the prefabricated slab 1 can be.
  • FIG 10 is a prefabricated panel 1 without cover in perspective View shown. Compared to the precast slab of the figure. 9 results, that this prefabricated panel without cover is thicker than the precast panel 1 with the cover. This allows the underground for both Plate types can be designed at the same level and it can be the combination these two plate types without further compensation of the substrates respectively.
  • FIG. 11 shows a precast concrete frame 38 in a perspective view.
  • the Precast concrete frame 38 consists of two longitudinal beams 38 and four transom 39.
  • the rails 4, 4 ' are arranged on the longitudinal beam 38.
  • the Attachment of the rails 4, 4 ' takes place with conventional rail fasteners 23, which are arranged on support points.
  • a precast concrete frame 37 as shown in Figure 11, has particular advantages in terms of the weight and thus the processing. It is beyond that possible to provide, for example, a greening between the longitudinal beams 38, whereby the use of such precast concrete frame 37 in the inner city Rail transport is particularly advantageous.
  • To a continuous Greening or other cover between the longitudinal beams 38 to obtain the height of the crossbar 39 is formed less than the height the longitudinal beam 38.
  • An adjustment of the precast frame 37 takes place by means of spindles 18, which in the longitudinal beam 38 of the precast frame 37th are integrated. This is an adjustment in horizontal and vertical Direction of the precast frame 37 in a comparable manner as in prefabricated
  • FIG. 12 shows a further precast concrete frame in a perspective view.
  • the rails 4, 4 ' are not arranged on the longitudinal beams 38, but in troughs 3, 3 'of the longitudinal beams 38th
  • An attachment of Rails 4, 4 'in the troughs 3, 3' can be either in the previously described inventive manner or done in a conventional manner.
  • the attachment The rails 4, 4 ' can be continuous or discontinuous and standing or hanging done.
  • the upper edge of the rails 4, 4 ' is advantageously flush with the upper edge of the longitudinal beams 38.
  • the upper edge however, the longitudinal beam 38 may also be opposite the upper edge the rails 4, 4 'be lowered, so that an additional coating arranged thereon can be.
  • the present invention is not limited to the illustrated embodiments limited. In particular, other embodiments of the adjusting device and the clamping device are possible at any time. Also combinations of individual embodiments fall within the scope of the invention.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Discharge Heating (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)

Claims (23)

  1. Procédé pour la pose continue d'un rail (4, 4') sur une voie de circulation fixe en panneaux de béton (1), notamment en pièces de béton préfabriquées, sachant que le rail (4, 4') est logé dans une auge (3, 3') du panneau de béton (1) et qu'il est ensuite fixé par remplissage par versement de l'auge (3, 3'), caractérisé en ce que des pierres de remplissage de cavités élastiques (30) sont disposées au sein de l'auge (3, 3'), latéralement et le long du rail (4, 4'), que le rail (4, 4') est ajusté sur les pierres de remplissage de cavités élastiques (30) à l'aide de cales (31) comme dispositifs d'ajustage au sein de l'auge (3, 3') en vue de l'obtention d'une position de rail exacte et que la lacune (32) comprise entre les pierres de remplissage de cavités élastiques (30) et les faces de l'auge (34) est remplie d'un mortier de remplissage.
  2. Procédé selon la revendication de brevet précédente, caractérisé en ce que la fixation des rails (4, 4') s'effectue au moyen de fixations de rails (23) classiques.
  3. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la lacune (32) comprise entre les pierres de remplissage de cavités élastiques (30) et les faces de l'auge (34) est remplie d'un mortier de remplissage fabriqué à partir d'un béton expansif.
  4. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que l'auge (3, 3') est remplie d'une masse élastique (5).
  5. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le panneau de béton préfabriqué (1) est recouvert d'une couche d'asphalte coulé (36).
  6. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la zone du dispositif d'ajustage (8) n'est pas remplie, mais réservée, et que le dispositif d'ajustage (8) est retiré après le durcissement au moins partiel du mortier de remplissage (5).
  7. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la zone du dispositif d'ajustage (8), après son retrait, est remplie à partir de l'auge (3, 3').
  8. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que la masse de remplissage (5) durcit avec une rapidité telle que ledit dispositif d'ajustage (8) peut déjà être retiré à nouveau au moment où le scellement du rail (4, 4') est arrivé au prochain dispositif d'ajustage (8).
  9. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que le rail (4, 4') est maintenu par le dispositif d'ajustage (8) à partir du côté du champignon du rail (22) ou du patin du rail (20).
  10. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un caniveau d'écoulement est laissé libre lors du scellement de la zone du dispositif d'ajustage (8).
  11. Voie de circulation fixe réalisée en un panneau de béton (1), notamment en un grand nombre de panneaux de béton préfabriqués (1), destinée à la pose continue d'un rail (4, 4'), sachant que le panneau de béton (1) comporte au moins une auge (3, 3') dans laquelle est disposé le rail (4, 4'), caractérisée en ce que des pierres de remplissage de cavités élastiques (30) sont disposées au sein de l'auge (3, 3'), latéralement et le long du rail (4, 4'), que des cales (31) agissent sur les pierres de remplissage de cavités élastiques (30) comme dispositifs d'ajustage afin d'ajuster les rails (4, 4') sur les pierres de remplissage de cavités élastiques (30) au sein de l'auge (3, 3') et d'obtenir une position de rail exacte et que la lacune (32) comprise entre les pierres de remplissage de cavités élastiques (30) et les faces de l'auge (34) est remplie d'un mortier de remplissage.
  12. Voie de circulation fixe selon la revendication de brevet 11, caractérisée en ce que la fixation des rails (4, 4') s'effectue au moyen de fixations de rails (23) classiques.
  13. Voie de circulation fixe selon l'une quelconque des revendications de brevet 11 ou 12, caractérisée en ce que la lacune (32) comprise entre les pierres de remplissage de cavités élastiques (30) et les faces de l'auge (34) est remplie d'un mortier de remplissage fabriqué à partir d'un béton expansif.
  14. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 13, caractérisée en ce que le panneau de béton préfabriqué (1) est recouvert d'une couche d'asphalte coulé (36).
  15. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 14, caractérisée en ce que les faces (33, 34) de l'auge (3, 3') et/ou des pierres de remplissage de cavités élastiques (30) orientées vers la lacune (32) sont chanfreinées par rapport à l'axe vertical du rail.
  16. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 15, caractérisée en ce que dans la zone de la cale (31), les faces (33, 34) de l'auge (3, 3') ou des pierres de remplissage de cavités élastiques (30) orientée vers la lacune (32) sont essentiellement parallèles à l'axe vertical du rail.
  17. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 16, caractérisée en ce que les pierres de remplissage de cavités élastiques (30) sont un granulat de caoutchouc.
  18. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 17, caractérisée en ce que la voie de circulation fixe est un panneau ou un cadre préfabriqué composé de fermes longitudinales (38) ou de traverses (39).
  19. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 18, caractérisée en ce que les rails (4, 4') sont logés sur ou dans les fermes longitudinales (38).
  20. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 19, caractérisée en ce que des broches (18) sont disposées dans les fermes longitudinales (38).
  21. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 20, caractérisée en ce que la voie de circulation fixe comporte dans le sens essentiellement transversale au sens longitudinal de la voie de circulation fixe un évidemment (7) dans la zone de l'auge (3, 3') destiné à accueillir au moins temporairement un dispositif d'ajustage (8) et/ou à constituer un caniveau d'écoulement.
  22. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 21, caractérisée en ce que l'évidemment (7) dans l'auge (3, 3') s'étend au moins jusqu'à la surface du panneau.
  23. Voie de circulation fixe selon l'une quelconque ou plusieurs des revendications de brevet 11 à 22, caractérisée en ce que l'évidemment (7) est prolongé sur la surface du panneau et qu'il s'étend sur toute la largeur du panneau (1).
EP02751115A 2001-08-14 2002-07-06 Procede pour la pose continue d'un rail sur une voie de circulation fixe, ainsi que dispositif d'ajustage et voie de circulation fixe Expired - Lifetime EP1417379B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10138803 2001-08-14
DE10138803A DE10138803A1 (de) 2001-08-14 2001-08-14 Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn
PCT/EP2002/007544 WO2003016629A1 (fr) 2001-08-14 2002-07-06 Procede pour la pose continue d'un rail sur une voie de circulation fixe, ainsi que dispositif d'ajustage et voie de circulation fixe

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EP1417379A1 EP1417379A1 (fr) 2004-05-12
EP1417379B1 true EP1417379B1 (fr) 2005-07-06

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US (1) US20040182946A1 (fr)
EP (1) EP1417379B1 (fr)
JP (1) JP2004538401A (fr)
KR (1) KR20040030113A (fr)
CN (1) CN1268813C (fr)
AT (1) ATE299200T1 (fr)
AU (1) AU2002355978A1 (fr)
BR (1) BR0211832A (fr)
CA (1) CA2457074A1 (fr)
DE (2) DE10138803A1 (fr)
EA (1) EA005054B1 (fr)
HR (1) HRP20040247A2 (fr)
HU (1) HUP0401337A2 (fr)
IL (1) IL160300A0 (fr)
PL (1) PL204349B1 (fr)
WO (1) WO2003016629A1 (fr)
YU (1) YU10704A (fr)

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BR0211832A (pt) 2004-09-08
DE50203585D1 (de) 2005-08-11
ATE299200T1 (de) 2005-07-15
DE10138803A1 (de) 2003-02-27
WO2003016629A1 (fr) 2003-02-27
PL204349B1 (pl) 2010-01-29
YU10704A (sh) 2006-08-17
IL160300A0 (en) 2004-07-25
AU2002355978A1 (en) 2003-03-03
PL367785A1 (en) 2005-03-07
EA005054B1 (ru) 2004-10-28
CN1541294A (zh) 2004-10-27
CA2457074A1 (fr) 2003-02-27
JP2004538401A (ja) 2004-12-24
EA200400307A1 (ru) 2004-08-26
HRP20040247A2 (en) 2004-08-31
KR20040030113A (ko) 2004-04-08
CN1268813C (zh) 2006-08-09
US20040182946A1 (en) 2004-09-23
HUP0401337A2 (en) 2004-10-28
EP1417379A1 (fr) 2004-05-12

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