EP1310594B1 - Method of building a railway on a concrete slab and temporary tie plate for carrying out said method - Google Patents

Method of building a railway on a concrete slab and temporary tie plate for carrying out said method Download PDF

Info

Publication number
EP1310594B1
EP1310594B1 EP02292596A EP02292596A EP1310594B1 EP 1310594 B1 EP1310594 B1 EP 1310594B1 EP 02292596 A EP02292596 A EP 02292596A EP 02292596 A EP02292596 A EP 02292596A EP 1310594 B1 EP1310594 B1 EP 1310594B1
Authority
EP
European Patent Office
Prior art keywords
tie
plate
temporary
concrete slab
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
Application number
EP02292596A
Other languages
German (de)
French (fr)
Other versions
EP1310594A1 (en
Inventor
Nicolas Rada
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Alstom SA
Original Assignee
Alstom SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Alstom SA filed Critical Alstom SA
Publication of EP1310594A1 publication Critical patent/EP1310594A1/en
Application granted granted Critical
Publication of EP1310594B1 publication Critical patent/EP1310594B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44—Fastening the rail on the tie-plate
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • 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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/40—Tie-plates for flat-bottom rails
    • 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
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/4981—Utilizing transitory attached element or associated separate material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49895—Associating parts by use of aligning means [e.g., use of a drift pin or a "fixture"]

Definitions

  • the invention relates to a method for the construction of a railway and in particular to a method of constructing a railway on a concrete slab in which the concrete slab is poured around anchoring elements allowing the fixing of saddles supporting the rails of the railway.
  • the invention also relates to a temporary saddle used in the method according to the invention.
  • an object of the present invention is to provide a method for the realization of a railway that allows accurate positioning, with good perpendicularity, anchoring elements relative to the saddle during the casting of concrete and which makes it possible to obtain anchoring elements that are independent of the saddles when tightening the nuts after the setting of the concrete.
  • the subject of the invention is a method of constructing a railway track on a concrete slab in which the concrete slab is cast around anchoring elements allowing the attachment of saddles supporting the rails of the track. railway.
  • the temporary saddles comprise guide bushes engaging in apertures adapted to the base of the final saddle, the guide bushes comprising an adjusted bore receiving an anchoring element consisting of a threaded rod, part of which protrudes from the underside of the temporary saddle.
  • spacers are arranged inside the openings of the final saddles or around the threaded rods, these spacers ensuring the precise positioning of the saddles on the slab concrete comprising a body having a cylindrical portion, inserted into the openings of the final seat, whose outer diameter is adjusted to the diameter of the opening of the final seat, the cylindrical portion of the body comprising an inner bore adjusted to the diameter of the threaded rod.
  • the rails are suspended above the concrete slab to be cast by means of a gantry, the latter making it possible to precisely bring the rails to a desired position.
  • the invention also relates to a temporary saddle intended to be disposed under a definitive saddle supporting a railroad track during the construction of a railway on a concrete slab by the construction method described above, characterized in that it comprises guide bushes inserted into suitable openings in the final saddle, the guide bushes comprising an adjusted bore receiving an anchoring element of the final saddle consisting of a rod, a part of which protrudes from the underside of the seat; temporary saddle to be embedded in the concrete slab.
  • the Figures 1 and 2 represent a temporary saddle 1 according to a particular embodiment of the invention.
  • the temporary seat 1 comprises a body 11 formed by a rectangular metal plate having multiple vents 10 opening on the lower and upper faces of the metal plate 11.
  • the plate 11 also has two openings 12 disposed at diagonally opposite ends of the plate 11. These openings 12 receive guide bushes 13 having an outside diameter adjusted to the diameter of the opening 12 and an internal bore adapted to receive a controlled fit. a threaded rod 4 not shown on the Figures 1 and 2 .
  • the guide bushes 13 comprise in their lower part a shoulder 20 which is inserted into a cavity adapted to the underside of the plate 11 when the bushes are introduced into the openings 12 by the underside of the temporary seat 1.
  • Spreaders 14, consisting of cylindrical washers, are arranged on the upper face of the plate 11 around the guide bushes 13, these spacers 14 having an internal bore slightly larger than the outside diameter of the guide bushes 13.
  • the outer periphery of the plate 11 has a step 15 whose edge is beveled towards the underside of the plate 11, the upper edge of the step 15 located on the longitudinal side of the plate 11 being inclined relative to the plane from the underside of the plate 11.
  • the temporary seat 1 also has extraction handles 16 facilitating the gripping of the temporary seat 1.
  • a gantry 6 is used to bring two rails 2 above the location where a concrete slab 3 is to be cast. These two rails 2 are suspended by clamps 61 connected to a motorized beam 62, the latter sliding vertically on the gantry 6 to precisely bring the two rails 2 to the desired location.
  • the two rails 2 are connected to saddles 5 by fasteners 9, these saddles 5 conventionally comprising a base 51 consisting of a substantially solid metal plate intended to rest on the concrete slab 3 via a sole 20, shown on the figure 7 , of resilient material and advantageously electrically insulating.
  • a temporary seat 1 according to that described above is placed under each of the saddles 5 so that the guide bushes 13 supported by the temporary seat 1 engage in fitted openings 52 of the base 51, the underside of the seat.
  • base 51 being supported on the top of the spacers 14 supported by the temporary seat 1, a space then resulting between the lower face of the base 51 and the upper face of the plate 11 of the temporary seat 1.
  • the seat 1 is held in this position under the saddle 5 by the anchoring elements of the saddle 5 on the concrete slab 3 threaded rods 4 inserted into the guide bushes 13 receiving in their upper part locking nuts 18, these threaded rods 4 having a diameter slightly smaller than the diameter of the bore of the guide sleeve 13 and having a local nip 41 on which a washer 17 resting on the underside of the guide bushings 13.
  • the threaded rods 4 arranged in this way have a portion largely projecting from the underside of the temporary stool 1 intended to be embedded in the concrete.
  • the underside of the temporary stool 1 Prior to the pouring of the concrete slab 3, the underside of the temporary stool 1 is coated with a formwork oil and the beam 62 of the gantry 6 is controlled so as to bring the underside of the temporary stool 1 to the place where will be placed the support surfaces of the saddle 5 for supporting the rails 2 of the track to build.
  • the nuts 18 present on the threaded rods 4 are removed and the rails 2 pre-assembled on their saddles 5 are raised by means of the gantry 6.
  • the temporary saddles 1 accompanied by the bushes guide 13 and spacers 14 are then removed, the extraction of the temporary stool 1 being facilitated by the presence of the handles 16.
  • Electrically insulating spacers 19, shown on the figure 7 are then disposed inside the openings 52 of the saddle 5, these insulating spacers 19 having a body having a cylindrical portion, inserted into the openings 52, the inner and outer diameters are identical to the inner and outer diameters of the sleeves of guides 13, ie respectively adjusted to the diameter openings 52 and threaded rods 4.
  • These spacers 19 also have a flange at the top on which the clamping nuts rest, a spring, not shown in the figures, possibly being interposed between the nut and the flange. of the spacer 19, the height of the spacer 19 being such that it does not protrude from the underside of the saddle 5 when it is inserted into the openings 52.
  • the rails 2 pre-assembled on their saddles 5 are then descended, after having inserted the sole 20 of resilient material under the lower face of the base 51, this sole 20 having holes in line with the threaded rods.
  • An additional soleplate 21, which is simply electrically insulating, is advantageously placed under the previous soleplate 20, the assembly being brought into contact with the concrete slab 3 by passing the threaded rods 4 projecting from the concrete slab 3 through the soles 20. , 21 and bores insulating spacers 19 disposed in the openings 52 of the saddle 5. Due to the presence of these insulating spacers 19 to radial dimensions similar to those of the guide bushes 13 during this operation, the saddles 5 are then positioned automatically and precisely to their final location.
  • the saddles 5 are then immobilized in a conventional manner using nuts 18 screwed onto the threaded rods 4, the latter bearing on the upper face of the saddle 5 via the collar of the insulating spacer 19.

Abstract

Rails (2) pre-mounted on their tie plates (11) are suspended above the location at which a concrete slab is to be poured. The position of the rails is then adjusted to move the bottom plate of temporary tie plates, disposed under the base of each tie plate, accurately to the location at which the tie plates must rest. Concrete slab is then poured up to the height of the temporary tie plates. <??>The rails are raised, after which the temporary tie plates are removed. The rails are then positioned on the slab, with the tie plates fixed to the corresponding anchor members. An Independent claim is also included for a temporary tie plate.

Description

L'invention se rapporte à un procédé pour la construction d'une voie ferrée et en particulier à un procédé de construction d'une voie ferrée sur une dalle de béton dans lequel la dalle de béton est coulée autour d'éléments d'ancrage permettant la fixation de selles supportant les rails de la voie ferrée. L'invention concerne également une selle provisoire utilisée dans le procédé selon l'invention.The invention relates to a method for the construction of a railway and in particular to a method of constructing a railway on a concrete slab in which the concrete slab is poured around anchoring elements allowing the fixing of saddles supporting the rails of the railway. The invention also relates to a temporary saddle used in the method according to the invention.

Il est connu actuellement pour les métros ou les tramways de procéder à la pose d'une voie ferrée sur une dalle de béton en amenant des rails directement prémontés sur des selles à l'endroit où la voie doit être posée, les rails étant maintenus en suspension dans leur position finale au moyen d'un portique avec les selles fixées au rail par des attaches. Une dalle de béton est ensuite coulée sous les rails jusqu'à hauteur des selles, ces dernières supportant des éléments d'ancrage constitués de tiges filetées traversant les selles et présentant une partie inférieure se trouvant noyée dans la dalle de béton. Une fois la prise du béton réalisée, les selles sont immobilisées définitivement sur la dalle de béton en serrant des écrous sur les tiges filetées, ces écrous venant prendre appui sur la face supérieure des selles.It is currently known for metros or trams to proceed with the laying of a railway on a concrete slab by bringing rails directly pre-assembled on saddles where the track is to be laid, the rails being maintained in suspension in their final position by means of a portico with the saddles fixed to the rail by fasteners. A concrete slab is then cast under the rails to the height of the saddles, the latter supporting anchoring elements consisting of threaded rods passing through the saddle and having a lower portion being embedded in the concrete slab. Once the setting concrete realized, the stool is permanently immobilized on the concrete slab by tightening nuts on the threaded rods, these nuts coming to bear on the upper face of the stool.

Dans un tel procédé de construction, il est nécessaire que les tiges filetées soient maintenus parfaitement perpendiculairement à la selle lors de la coulée du béton pour assurer un bon appui de la selle lors du serrage ultérieur des écrous sur les tiges filetées. Mais il est également nécessaire que les tiges filetées ne soient pas rendues rigidement solidaires de la selle afin que le serrage des écrous, après la prise du béton, provoque une mise sous tension de la partie des tiges filetées noyée dans le béton permettant d'obtenir une bonne tenue des tiges filetées dans la dalle de béton.In such a method of construction, it is necessary that the threaded rods are held perfectly perpendicular to the saddle during casting of the concrete to ensure a good support of the saddle during subsequent tightening of the nuts on the threaded rods. But it is also necessary that the threaded rods are not made rigidly secured to the saddle so that the tightening of the nuts, after the setting of the concrete, causes tensioning of the portion of the threaded rods embedded in the concrete to obtain good resistance of the threaded rods in the concrete slab.

Pour résoudre ce problème, il est connu actuellement d'utiliser des pièces élastiques ou des pièces fusibles qui maintiennent les tiges filetées sur la selle pendant la coulée du béton et qui permettent un déplacement des tiges filetées par rapport à la selle lors du serrage des écrous.To solve this problem, it is currently known to use elastic parts or fusible parts that hold the threaded rods on the saddle during the pouring of the concrete and that allow movement of the threaded rods relative to the saddle when tightening the nuts. .

Toutefois, de telles pièces élastiques ou pièces fusibles présentent l'inconvénient de ne pas assurer une bonne perpendicularité des tiges filetées sur la selle ce qui conduit à un mauvais appui des selles lors du serrage ultérieur des écrous.However, such elastic parts or fusible parts have the disadvantage of not ensuring a good perpendicularity of the threaded rods on the saddle which leads to poor support of the saddles during subsequent tightening nuts.

Aussi, un but de la présente invention est de proposer un procédé pour la réalisation d'une voie ferrée qui permette un positionnement précis, avec une bonne perpendicularité, d'éléments d'ancrage par rapport à la selle lors de la coulée du béton et qui permette d'obtenir des éléments d'ancrage qui soient indépendants des selles lors du serrage des écrous après la prise du béton.Also, an object of the present invention is to provide a method for the realization of a railway that allows accurate positioning, with good perpendicularity, anchoring elements relative to the saddle during the casting of concrete and which makes it possible to obtain anchoring elements that are independent of the saddles when tightening the nuts after the setting of the concrete.

A cet effet, l'invention a pour objet un procédé de construction d'une voie ferrée sur une dalle de béton dans lequel la dalle de béton est coulée autour d'éléments d'ancrage permettant la fixation de selles supportant les rails de la voie ferrée.To this end, the subject of the invention is a method of constructing a railway track on a concrete slab in which the concrete slab is cast around anchoring elements allowing the attachment of saddles supporting the rails of the track. railway.

Selon l'invention, le procédé est caractérisé en ce qu'il comporte les étapes suivantes :

  • maintien en suspension des rails prémontés sur leurs selles définitives au-dessus de l'endroit où la dalle de béton doit être coulée, chaque selle définitives comportant une embase sous laquelle est disposée une selle provisoire assurant le guidage précis des éléments d'ancrage de la selle définitive,
  • réglage de la position des rails de manière à amener précisément la face inférieure des selles provisoires à endroit où devront reposer les selles définitives supportant les rails,
  • coulage de la dalle de béton jusqu'à hauteur des selles provisoires,
  • soulèvement des rails et extraction des selles provisoires,
  • positionnement précis des rails prémontés sur leurs selles sur la dalle de béton et fixation des selles définitives sur les éléments d'ancrage.
According to the invention, the method is characterized in that it comprises the following steps:
  • keeping the pre-assembled rails in suspension on their final saddles above the place where the concrete slab is to be poured, each definitive saddle comprising a base under which is disposed a temporary saddle providing precise guidance of the anchoring elements of the final saddle,
  • adjusting the position of the rails so as to precisely bring the underside of the temporary stool to where the final stools supporting the rails will have to rest,
  • pouring the concrete slab up to the height of the temporary stool,
  • lifting of rails and extraction of temporary stools,
  • precise positioning of the pre-mounted rails on their saddles on the concrete slab and fixing of the final stools on the anchoring elements.

Selon une autre caractéristique de l'invention, les selles provisoires comportent des douilles de guidages s'engageant dans des ouvertures adaptées de l'embase de la selle définitive, les douilles de guidage comportant un alésage ajusté recevant un élément d'ancrage constitué d'une tige filetée dont une partie déborde de la face inférieure de la selle provisoire.According to another characteristic of the invention, the temporary saddles comprise guide bushes engaging in apertures adapted to the base of the final saddle, the guide bushes comprising an adjusted bore receiving an anchoring element consisting of a threaded rod, part of which protrudes from the underside of the temporary saddle.

Selon encore une autre caractéristique de l'invention, suite à l'extraction des selles provisoires, des entretoises sont disposées à l'intérieur des ouvertures des selles définitives ou bien autour des tiges filetées, ces entretoises assurant le positionnement précis des selles sur la dalle de béton en comportant un corps présentant une partie cylindrique, s'insérant dans les ouvertures de la selle définitive, dont le diamètre extérieur est ajusté au diamètre de l'ouverture de la selle définitive, la partie cylindrique du corps comprenant un alésage intérieur ajusté au diamètre de la tige filetée.According to yet another characteristic of the invention, following the extraction of the temporary saddles, spacers are arranged inside the openings of the final saddles or around the threaded rods, these spacers ensuring the precise positioning of the saddles on the slab concrete comprising a body having a cylindrical portion, inserted into the openings of the final seat, whose outer diameter is adjusted to the diameter of the opening of the final seat, the cylindrical portion of the body comprising an inner bore adjusted to the diameter of the threaded rod.

Selon encore une autre caractéristique de l'invention, les rails sont suspendus au-dessus de la dalle de béton à couler au moyen d'un portique, ce dernier permettant d'amener précisément les rails dans une position désirée.According to yet another characteristic of the invention, the rails are suspended above the concrete slab to be cast by means of a gantry, the latter making it possible to precisely bring the rails to a desired position.

L'invention concerne également une selle provisoire destinée à être disposée sous une selle définitive supportant un rail de voie ferrée lors de la construction d'une voie ferrée sur une dalle de béton par le procédé de construction précédemment décrit, caractérisé en ce qu'elle comporte des douilles de guidage s'insérant dans des ouvertures adaptées de la selle définitive, les douilles de guidage comportant un alésage ajusté recevant un élément d'ancrage de la selle définitive constitué d'une tige dont une partie déborde de la face inférieure de la selle provisoire pour être noyée dans la dalle de béton.The invention also relates to a temporary saddle intended to be disposed under a definitive saddle supporting a railroad track during the construction of a railway on a concrete slab by the construction method described above, characterized in that it comprises guide bushes inserted into suitable openings in the final saddle, the guide bushes comprising an adjusted bore receiving an anchoring element of the final saddle consisting of a rod, a part of which protrudes from the underside of the seat; temporary saddle to be embedded in the concrete slab.

Selon des modes particuliers de réalisation, la selle provisoire selon l'invention peut comprendre l'une ou plusieurs des caractéristiques suivantes prises isolément ou selon toutes les combinaisons techniquement possibles :

  • la selle provisoire comporte un corps constitué d'une plaque présentant des ouvertures recevant les douilles de guidage ;
  • les douilles de guidage comportent un épaulement qui vient s'insérer dans une cavité complémentaire réalisée dans la plaque en bordure des ouvertures, l'épaulement constituant une butée axiale ;
  • les tiges comportent une partie supérieure filetée débordant des douilles de guidage et recevant des écrous assurant la retenue verticale de la tige sur la selle ;
  • la tige comporte un pincement local sous la partie filetée, ce pincement local servant de butée de coulissement à la douille de guidage.
According to particular embodiments, the temporary saddle according to the invention may comprise one or more of the following characteristics taken separately or in any technically possible combination:
  • the temporary saddle comprises a body consisting of a plate having openings receiving the guide bushes;
  • the guide bushes comprise a shoulder which is inserted into a complementary cavity made in the plate at the edges of the openings, the shoulder constituting an axial abutment;
  • the rods comprise a threaded upper portion projecting from the guide bushes and receiving nuts ensuring the vertical retention of the rod on the saddle;
  • the rod has a local pinch under the threaded portion, this local pinch serving as a sliding stop at the guide sleeve.

On comprendra mieux les buts, aspects et avantages de la présente invention, d'après la description donnée ci-après d'un mode particulier de réalisation de l'invention, présenté à titre d'exemple non limitatif, en se référant aux dessins annexés, dans lesquels :

  • la figure 1 est une vue de dessus, d'une selle provisoire selon un mode particulier de réalisation de l'invention ;
  • la figure 2 est une vue de côté de la selle provisoire de la figure 1 ;
  • la figure 3 est une vue de détail représentant une coupe de la selle provisoire selon la ligne III-III de la figure 1 ;
  • la figure 4 est une vue d'ensemble d'un dispositif pour la mise en oeuvre du procédé de construction selon l'invention ;
  • la figure 5 est une vue agrandie d'un rail de la figure 4 équipé d'une selle provisoire dans un mode particulier de réalisation du procédé de construction selon l'invention ;
  • la figure 6 est une vue de détail des moyens d'assemblage de la selle provisoire sur la selle supportant le rail selon une coupe similaire à celle de la figure 3 ;
  • la figure 7 est une vue de côté, avec une coupe partielle, de la selle définitive après son montage sur la dalle de béton.
The aims, aspects and advantages of the present invention will be better understood from the following description of a particular embodiment of the invention, presented by way of nonlimiting example, with reference to the appended drawings. , wherein :
  • the figure 1 is a top view of a temporary saddle according to a particular embodiment of the invention;
  • the figure 2 is a side view of the temporary saddle of the figure 1 ;
  • the figure 3 is a detail view showing a section of the provisional saddle along line III-III of the figure 1 ;
  • the figure 4 is an overview of a device for carrying out the construction method according to the invention;
  • the figure 5 is an enlarged view of a rail of the figure 4 equipped with a temporary saddle in a particular embodiment of the construction method according to the invention;
  • the figure 6 is a detail view of the means of assembly of the temporary saddle on the saddle supporting the rail in a section similar to that of the figure 3 ;
  • the figure 7 is a side view, with a partial section, of the final saddle after its mounting on the concrete slab.

Pour faciliter la lecture du dessin, seuls les éléments nécessaires à la compréhension de l'invention ont été représentés. Les mêmes éléments portent les mêmes références d'une figure à l'autre.To facilitate the reading of the drawing, only the elements necessary for the understanding of the invention have been represented. The same elements bear the same references from one figure to another.

Les figures 1 et 2 représentent une selle provisoire 1 selon un mode particulier de réalisation de l'invention. Conformément à ces figures, la selle provisoire 1 comporte un corps 11 formé par une plaque métallique rectangulaire présentant de multiples évents 10 débouchant sur les faces inférieure et supérieure de la plaque métallique 11.The Figures 1 and 2 represent a temporary saddle 1 according to a particular embodiment of the invention. According to these figures, the temporary seat 1 comprises a body 11 formed by a rectangular metal plate having multiple vents 10 opening on the lower and upper faces of the metal plate 11.

La plaque 11 comporte également deux ouvertures 12 disposées à des extrémités diagonalement opposées de la plaque 11. Ces ouvertures 12 reçoivent des douilles de guidage 13 présentant un diamètre extérieur ajusté au diamètre de l'ouverture 12 et un alésage intérieur adapté pour recevoir de manière ajusté une tige filetée 4 non représentée sur les figures 1 et 2.The plate 11 also has two openings 12 disposed at diagonally opposite ends of the plate 11. These openings 12 receive guide bushes 13 having an outside diameter adjusted to the diameter of the opening 12 and an internal bore adapted to receive a controlled fit. a threaded rod 4 not shown on the Figures 1 and 2 .

Conformément à la figure 3, les douilles de guidage 13 comportent dans leur partie inférieure un épaulement 20 qui vient s'insérer dans une cavité adaptée de la face inférieure de la plaque 11 lorsque les douilles sont introduites dans les ouvertures 12 par la face inférieure de la selle provisoire 1.In accordance with the figure 3 , the guide bushes 13 comprise in their lower part a shoulder 20 which is inserted into a cavity adapted to the underside of the plate 11 when the bushes are introduced into the openings 12 by the underside of the temporary seat 1.

Des écarteurs 14, constitués de rondelles cylindriques, sont disposés sur la face supérieure de la plaque 11 autour des douilles de guidage 13, ces écarteurs 14 comportant un alésage intérieur légèrement supérieur au diamètre extérieur des douilles de guidage 13.Spreaders 14, consisting of cylindrical washers, are arranged on the upper face of the plate 11 around the guide bushes 13, these spacers 14 having an internal bore slightly larger than the outside diameter of the guide bushes 13.

La périphérie extérieure de la plaque 11 présente une marche 15 dont le bord est biseauté en direction de la face inférieure de la plaque 11, l'arête supérieure de la marche 15 située sur le côté longitudinal de la plaque 11 étant inclinée par rapport au plan de la face inférieure de la plaque 11.The outer periphery of the plate 11 has a step 15 whose edge is beveled towards the underside of the plate 11, the upper edge of the step 15 located on the longitudinal side of the plate 11 being inclined relative to the plane from the underside of the plate 11.

La selle provisoire 1 comporte également des poignées d'extraction 16 facilitant la préhension de la selle provisoire 1.The temporary seat 1 also has extraction handles 16 facilitating the gripping of the temporary seat 1.

L'utilisation de la selle provisoire 1 précédemment décrite et le procédé de construction selon l'invention vont maintenant être décrits en se référant aux figures 4 à 6.The use of the temporary seat 1 described above and the method of construction according to the invention will now be described with reference to the Figures 4 to 6 .

Conformément à la figure 4, un portique 6 est utilisé pour amener deux rails 2 au-dessus de l'emplacement où une dalle de béton 3 doit être coulée. Ces deux rails 2 sont suspendus par des pinces 61 reliées à une poutre motorisée 62, cette dernière coulissant verticalement sur le portique 6 pour amener précisément les deux rails 2 à l'emplacement désiré. Comme on peut le voir plus en détail sur les figures 5, 6 et 7, les deux rails 2 sont reliés à des selles 5 par des attaches 9, ces selles 5 comportant de manière classique une embase 51 constituée d'une plaque métallique sensiblement pleine destinée à s'appuyer sur la dalle de béton 3 par l'intermédiaire d'une semelle 20, représentée sur la figure 7, en matériau résilient et avantageusement électriquement isolant.In accordance with the figure 4 , a gantry 6 is used to bring two rails 2 above the location where a concrete slab 3 is to be cast. These two rails 2 are suspended by clamps 61 connected to a motorized beam 62, the latter sliding vertically on the gantry 6 to precisely bring the two rails 2 to the desired location. As can be seen in more detail on Figures 5, 6 and 7 , the two rails 2 are connected to saddles 5 by fasteners 9, these saddles 5 conventionally comprising a base 51 consisting of a substantially solid metal plate intended to rest on the concrete slab 3 via a sole 20, shown on the figure 7 , of resilient material and advantageously electrically insulating.

Une selle provisoire 1 conforme à celle décrite précédemment est disposée sous chacune des selles 5 de telle sorte que les douilles de guidage 13 supportées par la selle provisoire 1 s'engagent dans des ouvertures ajustées 52 de l'embase 51, la face inférieure de l'embase 51 venant prendre appui sur le sommet des écarteurs 14 supportés par la selle provisoire 1, un espace résultant alors entre la face inférieure de l'embase 51 et la face supérieure de la plaque 11 de la selle provisoire 1. La selle provisoire 1 est maintenue dans cette position sous la selle 5 par les éléments d'ancrage de la selle 5 sur la dalle de béton 3 des tiges filetées 4 insérées dans les douilles de guidage 13 recevant dans leur partie supérieure des écrous 18 de blocage, ces tiges filetées 4 comportant un diamètre légèrement inférieur au diamètre de l'alésage de la douille de guidage 13 et présentant un pincement local 41 sur lequel repose une rondelle 17 prenant appui sur la face inférieure des douilles de guidage 13. Les tiges filetées 4 ainsi disposées comportent une partie débordant largement de la face inférieure des selles provisoires 1 destinée à être noyée dans le béton.A temporary seat 1 according to that described above is placed under each of the saddles 5 so that the guide bushes 13 supported by the temporary seat 1 engage in fitted openings 52 of the base 51, the underside of the seat. base 51 being supported on the top of the spacers 14 supported by the temporary seat 1, a space then resulting between the lower face of the base 51 and the upper face of the plate 11 of the temporary seat 1. The seat 1 is held in this position under the saddle 5 by the anchoring elements of the saddle 5 on the concrete slab 3 threaded rods 4 inserted into the guide bushes 13 receiving in their upper part locking nuts 18, these threaded rods 4 having a diameter slightly smaller than the diameter of the bore of the guide sleeve 13 and having a local nip 41 on which a washer 17 resting on the underside of the guide bushings 13. The threaded rods 4 arranged in this way have a portion largely projecting from the underside of the temporary stool 1 intended to be embedded in the concrete.

Préalablement à la coulée de la dalle de béton 3, la face inférieure des selles provisoires 1 est enduite d'une huile de décoffrage et la poutre 62 du portique 6 est pilotée de manière à amener la face inférieure des selles provisoires 1 à l'endroit où devront être placées les surfaces d'appui des selles 5 destinés à supporter les rails 2 de la voie à construire.Prior to the pouring of the concrete slab 3, the underside of the temporary stool 1 is coated with a formwork oil and the beam 62 of the gantry 6 is controlled so as to bring the underside of the temporary stool 1 to the place where will be placed the support surfaces of the saddle 5 for supporting the rails 2 of the track to build.

Une dalle de béton 3, représentée en trait mixte sur la figure 4, est ensuite coulée par gravité jusqu'à hauteur des selles provisoires 1 en venant noyer la partie des tiges filetées 4 débordant sous la plaque 11. Une fois cette opération effectuée, la surface supérieure du béton 3 est lissée de telle sorte que la surface du béton suive la pente de la marche 15 en bordure de la selle provisoire 1, cette dernière indiquant l'inclinaison que doit posséder la dalle de béton 3 par rapport à l'horizontal pour assurer une évacuation correcte des eaux de ruissellement.A concrete slab 3, represented in dashed line on the figure 4 , is then gravity-cast up to the height of the temporary stool 1 by drowning the part of the threaded rods 4 projecting under the plate 11. Once this operation is performed, the upper surface of the concrete 3 is smoothed so that the surface of the concrete follows the slope of the step 15 at the edge of the temporary seat 1, the latter indicating the inclination that must have the concrete slab 3 relative to the horizontal to ensure proper drainage of runoff.

Après un temps de séchage permettant la prise de la dalle de béton 3, les écrous 18 présents sur les tiges filetés 4 sont retirés et les rails 2 prémontés sur leurs selles 5 sont soulevés au moyen du portique 6. Les selles provisoires 1 accompagnées des douilles de guidage 13 et des écarteurs 14 sont alors retirés, l'extraction des selles provisoires 1 étant facilitée par la présence des poignées 16.After a drying time allowing the setting of the concrete slab 3, the nuts 18 present on the threaded rods 4 are removed and the rails 2 pre-assembled on their saddles 5 are raised by means of the gantry 6. The temporary saddles 1 accompanied by the bushes guide 13 and spacers 14 are then removed, the extraction of the temporary stool 1 being facilitated by the presence of the handles 16.

Des entretoises isolantes électriquement 19, représentées sur la figure 7, sont alors disposées à l'intérieur des ouvertures 52 des selles 5, ces entretoises isolantes 19 comportant un corps présentant une partie cylindrique, s'insérant dans les ouvertures 52, dont les diamètres intérieur et extérieur sont identiques aux diamètres intérieur et extérieur des douilles de guidages 13, c'est à dire respectivement ajustés au diamètre des ouvertures 52 et des tiges filetées 4. Ces entretoises 19 possèdent également une collerette en partie supérieure sur laquelle vient s'appuyer les écrous de serrage, un ressort, non représenté sur les figures, pouvant éventuellement être interposé entre l'écrou et la collerette de l'entretoise 19, la hauteur de l'entretoise 19 étant telle qu'elle ne déborde pas de la face inférieure de la selle 5 lorsqu'elle est insérée dans les ouvertures 52.Electrically insulating spacers 19, shown on the figure 7 are then disposed inside the openings 52 of the saddle 5, these insulating spacers 19 having a body having a cylindrical portion, inserted into the openings 52, the inner and outer diameters are identical to the inner and outer diameters of the sleeves of guides 13, ie respectively adjusted to the diameter openings 52 and threaded rods 4. These spacers 19 also have a flange at the top on which the clamping nuts rest, a spring, not shown in the figures, possibly being interposed between the nut and the flange. of the spacer 19, the height of the spacer 19 being such that it does not protrude from the underside of the saddle 5 when it is inserted into the openings 52.

Les rails 2 prémontés sur leurs selles 5 sont ensuite redescendus, après avoir inséré la semelle 20 en matériau résilient sous la face inférieure de l'embase 51, cette semelle 20 possédant des trous au droit des tiges filetées. Une semelle supplémentaire 21, simplement électriquement isolante, est avantageusement disposée sous la précédente semelle 20, l'ensemble étant amené au contact de la dalle de béton 3 en faisant passer les tiges filetées 4 débordant de la dalle de béton 3 au travers des semelles 20, 21 et des alésages des entretoises isolantes 19 disposées dans les ouvertures 52 des selles 5. Du fait de la présence de ces entretoises isolantes 19 aux dimensions radiales similaires à celles des douilles de guidage 13 lors de cette opération, les selles 5 sont alors positionnées automatiquement et précisément à leur emplacement définitif.The rails 2 pre-assembled on their saddles 5 are then descended, after having inserted the sole 20 of resilient material under the lower face of the base 51, this sole 20 having holes in line with the threaded rods. An additional soleplate 21, which is simply electrically insulating, is advantageously placed under the previous soleplate 20, the assembly being brought into contact with the concrete slab 3 by passing the threaded rods 4 projecting from the concrete slab 3 through the soles 20. , 21 and bores insulating spacers 19 disposed in the openings 52 of the saddle 5. Due to the presence of these insulating spacers 19 to radial dimensions similar to those of the guide bushes 13 during this operation, the saddles 5 are then positioned automatically and precisely to their final location.

Les selles 5 sont ensuite immobilisées de manière classique à l'aide d'écrous 18 vissés sur les tiges filetées 4, ces derniers prenant appui sur la face supérieure de la selle 5 par l'intermédiaire de la collerette de l'entretoise isolante 19.The saddles 5 are then immobilized in a conventional manner using nuts 18 screwed onto the threaded rods 4, the latter bearing on the upper face of the saddle 5 via the collar of the insulating spacer 19.

Un tel procédé de construction, par l'utilisation de selles provisoires conformes à l'invention, permet d'obtenir un positionnement précis des tiges filetées constituant les ancrages des selles et ceci avec une très bonne perpendicularité grâce à l'excellent guidage réalisé par les douilles de guidage. De plus, la mise en place des entretoises isolantes de gabarit équivalent aux douilles de guidage, après le retrait des selles provisoires, assure un positionnement précis des selles sur la dalle de béton sans procédure de réglage supplémentaire.Such a method of construction, by the use of temporary saddles according to the invention, makes it possible to obtain precise positioning of the threaded rods constituting the saddle anchorages and this with a very good perpendicularity thanks to the excellent guidance provided by the guide sleeves. In addition, the placement of insulating spacers gauge equivalent to the guide bushes, after removal of the temporary stool, ensures accurate positioning of the saddle on the concrete slab without additional adjustment procedure.

Bien entendu, l'invention n'est nullement limitée au mode de réalisation décrit et illustré qui n'a été donné qu'à titre d'exemple. Des modifications restent possibles, notamment du point de vue de la constitution des divers éléments ou par substitution d'équivalents techniques.Of course, the invention is not limited to the embodiment described and illustrated which has been given by way of example. Modifications remain possible, particularly from the point of view of the constitution of the various elements or by substitution technical equivalents.

Claims (8)

  1. A method of construction of a railway on a concrete slab (3) in which the concrete slab (3) is poured around anchorage members (4) permitting the fixing of tie-plates (5) supporting the rails (2) of the railway, characterized in that it comprises the following steps:
    - suspending temporary rails (2), pre-mounted on their tie-plates (5), above the point where the concrete slab (3) is to be poured, each tie-plate (5) including a base (51) beneath which is arranged a temporary tie-plate (1) including guide bushes (13) engaging in suitable openings (52) of the base (51), the guide bushes (13) having an adjusted bore receiving an anchorage member constituted by a threaded rod (4), part of which protrudes from the lower face of the temporary tie-plate (1),
    - adjusting the position of the rails (2) so as to bring the lower face of the temporary tie-plates (1) precisely to the point where the tie-plates (5) supporting the rails (2) are to rest,
    - pouring the concrete slab (3) up to the height of the temporary tie-plates (1),
    - lifting the rails (2) and withdrawing the temporary tie-plates (1),
    - accurate installation of the rails (2), pre-mounted on their tie-plates (5), on the concrete slab (3) and fixing the tie-plates (5) on the anchorage members (4).
  2. A method of construction of a railway according to claim 1, characterized in that, following the withdrawal of the temporary tie-plates (1), spacers (19) are arranged inside the openings (52) of the tie-plates (5) or around the threaded rods (4), the spacers (19) ensuring accurate positioning of the tie-plates (5) on the concrete slab (3) by including a body having a cylindrical portion fitting into the openings (52) and having an outside diameter adjusted to the diameter of the opening (52), said cylindrical portion comprising an inner bore adjusted to the diameter of the threaded rod (4).
  3. A method of construction of a railway according to either claim 1 or claim 2, characterized in that said rails (2) are suspended above the slab (3) to be poured by means of a gantry (6), this latter making it possible to bring the rails (2) precisely into a desired position.
  4. A temporary tie-plate (1) intended to be arranged beneath a tie-plate (5) supporting a railway rail (2) during the construction of a railway on a concrete slab (3) by a method according to any one of claims 1 to 3, said temporary tie-plate (1) being placed beneath the tie-plate (5) during the pouring of the concrete slab (3) then withdrawn after hardening of the concrete slab (3), characterized in that it includes guide bushes (13) fitting into suitable openings (52) of the tie-plate (5), said guide bushes (13) having an adjusted bore receiving an anchorage member (4) for anchoring the tie-plate (5) and constituted by a rod, one part of which protrudes from the lower face of the temporary tie-plate (1) in order to be embedded in the concrete slab (3).
  5. A temporary tie-plate according to claim 4, characterized in that it includes a body constituted by a plate (11) having openings (12) receiving the guide bushes (13).
  6. A temporary tie-plate according to claim 5, characterized in that the guide bushes (13) include a shoulder (20) which fits into a complementary cavity provided in the plate (11) alongside the openings (12), said shoulder (20) constituting an axial abutment.
  7. A temporary tie-plate according to either claim 5 or claim 6, characterized in that said rods (4) include an upper, threaded portion protruding from the guide bushes (13) and receiving nuts (18) ensuring the vertical retention of said rod (4) on the tie-plate (5).
  8. A temporary tie-plate according to claim 7, characterized in that, beneath the upper, threaded portion, said rod (4) includes a local pinchpoint (41) acting as a sliding abutment for the guide bush (13).
EP02292596A 2001-11-07 2002-10-21 Method of building a railway on a concrete slab and temporary tie plate for carrying out said method Expired - Lifetime EP1310594B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0114400 2001-11-07
FR0114400A FR2831897B1 (en) 2001-11-07 2001-11-07 PROCESS FOR CONSTRUCTING A RAILWAY ON A CONCRETE SLAB AND PROVISIONAL SADDLE FOR THE IMPLEMENTATION OF THIS PROCESS

Publications (2)

Publication Number Publication Date
EP1310594A1 EP1310594A1 (en) 2003-05-14
EP1310594B1 true EP1310594B1 (en) 2008-03-12

Family

ID=8869149

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02292596A Expired - Lifetime EP1310594B1 (en) 2001-11-07 2002-10-21 Method of building a railway on a concrete slab and temporary tie plate for carrying out said method

Country Status (16)

Country Link
US (1) US6954974B2 (en)
EP (1) EP1310594B1 (en)
JP (1) JP4116862B2 (en)
KR (1) KR100923829B1 (en)
AT (1) ATE389063T1 (en)
AU (1) AU2002301663B2 (en)
BR (1) BR0204613A (en)
CA (1) CA2410923C (en)
DE (1) DE60225522T2 (en)
DK (1) DK1310594T3 (en)
ES (1) ES2299552T3 (en)
FR (1) FR2831897B1 (en)
HK (1) HK1057772A1 (en)
MX (1) MXPA02010918A (en)
PT (1) PT1310594E (en)
TW (1) TWI281527B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017202062A1 (en) * 2016-05-26 2017-11-30 于俭海 System and method for adjusting height and direction after railway foundation subsidence

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE392506T1 (en) * 2004-04-29 2008-05-15 Gleis Und Tiefbau Gmbh Deutsch DEVICE FOR ADJUSTING A TRACK GRATE AND SWITCHES
GB0423237D0 (en) * 2004-10-19 2004-11-24 Pandrol Ltd Railway track construction shims and method of constructing railway track
DE102005013736A1 (en) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Track system and concrete slab of a slab track
KR100780625B1 (en) 2006-12-13 2007-11-30 삼표이앤씨 주식회사 Welded type clip holder rail slope compensating structure and method
ES2693920T3 (en) * 2008-02-21 2018-12-14 Edilon)(Sedra B.V. Procedure for manufacturing an elastic rail support block assembly
ES2308949B2 (en) 2008-06-10 2010-02-11 Tecsa Empresa Constructora, S.A. "DOWNLOAD MACHINE AND POSITIONING OF RAILWAYS ON TRAVESAS IN VIAS FERREAS".
HK1134632A2 (en) * 2008-10-28 2010-04-30 Italian Thai Dev Public Co Precast track plinth
ES2363849B1 (en) * 2009-06-16 2012-06-19 Fcc Contrucción, S.A. INSTALLATION PROCEDURE FOR PLATE ROAD IN BITUBO TUNNELS.
DE102009041848A1 (en) * 2009-09-18 2011-03-24 Vossloh-Werke Gmbh System for securing a rail to a solid surface and fastening a rail
DE202009014434U1 (en) * 2009-09-18 2010-02-11 Vossloh-Werke Gmbh Shim for fixing a rail to a solid surface and fixing a rail
GB2476460B (en) * 2009-12-22 2016-01-13 Pandrol Ltd Railway rail fastening apparatus
US8181578B2 (en) * 2010-01-12 2012-05-22 Delta Railroad Construction, Inc. Method, system and devices for railroad track reconditioning and repair
CN102776809B (en) * 2011-05-11 2014-12-31 陈海水 Damping and noise reducing structure in train traveling
US8727230B2 (en) * 2011-07-15 2014-05-20 Vossloh-Werke Gmbh System for fastening a rail to a sleeper
CN103147370B (en) * 2013-03-29 2014-11-26 中铁一局集团有限公司 Device and method for replacing track slab of slab ballastless track
GB201610661D0 (en) * 2016-06-17 2016-08-03 Gantry Railing Ltd Rail Fastening Device
PE20200235A1 (en) 2017-05-08 2020-02-03 Sumitomo Chemical Co PRODUCTION METHOD FOR 1-AMINO CYCLOPROPANE CARBOXYL ACID ANHYDRATE
BR112019022833B1 (en) 2017-05-08 2022-12-20 Sumitomo Chemical Company, Limited PRODUCTION METHOD FOR 1-AMINO CYCLOPROPANE CARBOXYL ACID NON-HYDRATE
CN107217550A (en) * 2017-07-10 2017-09-29 中铁第四勘察设计院集团有限公司 A kind of truss bars concrete folding plate, non-fragment orbit and construction method
CN108425293A (en) * 2018-05-15 2018-08-21 中铁第四勘察设计院集团有限公司 Insert the interim transition structure of causeway trouble in a kind of both wired non-fragment orbit location
RU206133U1 (en) * 2021-04-13 2021-08-24 Открытое Акционерное Общество "Российские Железные Дороги" Rail lifting trolley for changing fasteners

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1344676A (en) * 1919-09-02 1920-06-29 Almeda Marley Bailroad-tie
US3662952A (en) * 1970-10-09 1972-05-16 Trw Inc Adjustable rail fastener design with tapered key and channel members
DE2830137A1 (en) * 1978-07-08 1980-01-17 Zueblin Ag sleeper-less concrete railway track rail support - has parts formed as prefabricated reinforced concrete units adjustably inserted before concreting
US4255104A (en) * 1979-02-16 1981-03-10 Martin Concrete Engineering Company System for casting and handling concrete railroad ties
DE3042725A1 (en) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Elastically mounted ballast free railway track superstructure - has outside appliance simultaneously positioning precast concrete pieces in wet concrete slab
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
GB2175635B (en) * 1985-05-28 1988-06-08 Kumagai Gumi Co Ltd Formwork
US5160084A (en) * 1987-12-03 1992-11-03 Kerr-Mcgee Corporation Method for adhesively bonding a rail-tie fastening assembly to a wooden railway tie
DE4442497C2 (en) * 1994-11-30 1997-04-17 Hochtief Ag Hoch Tiefbauten Ballastless track system for at least one railroad track
EP0718438A1 (en) * 1994-12-22 1996-06-26 Heilit &amp; Woerner Bau-AG Track superstructure comprising a continuous supporting slab and individual rail fastening means
DE19548229C5 (en) * 1995-12-22 2005-11-24 intermetric Gesellschaft für Ingenieurmessung und raumbezogene Informationssysteme mbH Method for spatially accurate positioning of manufacturing devices and apparatus for carrying out the method
DE19914822A1 (en) * 1999-04-01 2000-10-05 Butzbacher Weichenbau Gmbh Storage for a track section
DE10046479B4 (en) * 2000-09-20 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Two-block concrete sleeper for fixed rail tracks
FR2831898B1 (en) * 2001-11-07 2004-10-01 Alstom PROCESS FOR CONSTRUCTING A RAILWAY ON A CONCRETE SLAB AND PROVISIONAL SADDLE FOR THE IMPLEMENTATION OF THIS PROCESS

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017202062A1 (en) * 2016-05-26 2017-11-30 于俭海 System and method for adjusting height and direction after railway foundation subsidence

Also Published As

Publication number Publication date
CA2410923A1 (en) 2003-05-07
ATE389063T1 (en) 2008-03-15
TWI281527B (en) 2007-05-21
BR0204613A (en) 2003-09-16
EP1310594A1 (en) 2003-05-14
MXPA02010918A (en) 2004-07-16
DK1310594T3 (en) 2008-06-09
US20030085294A1 (en) 2003-05-08
DE60225522D1 (en) 2008-04-24
CA2410923C (en) 2009-04-07
FR2831897A1 (en) 2003-05-09
TW200300193A (en) 2003-05-16
US6954974B2 (en) 2005-10-18
PT1310594E (en) 2008-06-23
KR20030038405A (en) 2003-05-16
DE60225522T2 (en) 2009-04-02
KR100923829B1 (en) 2009-10-27
AU2002301663B2 (en) 2007-10-18
ES2299552T3 (en) 2008-06-01
FR2831897B1 (en) 2004-05-28
JP2003184008A (en) 2003-07-03
JP4116862B2 (en) 2008-07-09
HK1057772A1 (en) 2004-04-16

Similar Documents

Publication Publication Date Title
EP1310594B1 (en) Method of building a railway on a concrete slab and temporary tie plate for carrying out said method
EP1310596B1 (en) Ballastless railway construction method and tie plate for carrying out the method
EP0373099B1 (en) Rapid rail-fastening device and sleeper provided with such a device
CH647024A5 (en) DEVICE FOR FIXING A RAIL ON A CONCRETE SUPPORT.
FR3074512A1 (en) DEVICE FOR ASSISTING THE CONSTRUCTION OF A WALL FROM PREFABRICATED STRUCTURAL ELEMENTS, PERMITTING THE APPROACH, ADJUSTMENT AND POSITIONING OF THE PREFABRICATED ELEMENTS
FR2634801A1 (en) Support and fastening device for railway rail
FR2647821A1 (en) DEVICE FOR FIXING RAIL TRACK ON A SUPPORT
FR2896519A1 (en) Rail supporting reinforced concrete beam for flyover rail track of passenger train, has wall bordering outer side of base having rail, metallic element connected to core by soldering, and drainage parts including slope descending from wall
FR2682982A1 (en) Frame ensuring the positioning of the anchoring rods and the verticality of a mast and method for fixing a mast implementing it
FR2584112A1 (en) Safety device for the border of a traffic lane
EP3405615B1 (en) Railway apparatus
EP0145609B1 (en) Railroad crossing slab
FR3109945A1 (en) Rail fixing device
FR3048250A1 (en) ANCHOR ELEMENT AND RAILWAY TRAVERSE
FR2981962A1 (en) Railing shoe for use in safety railing for protecting e.g. roofer, performing repairing operations in e.g. roof, of building, has base plate fixed in tightened support on end of mast by sealed fixing unit that fixes base plate to mast
FR2838146A1 (en) Shelter for rubbish skip comprises bedplates and framework interposed between ground and roof panel
EP3674482B1 (en) Device for attaching a rail
CA1235403A (en) Metal tie-plate for holding rails on concrete ties
CA3219302A1 (en) Assembly comprising at least one rail and a support
FR2527676A1 (en) Storage bracket for shutters - has fixing to ground anchor via elastic washer on retaining bolt
WO2015001238A1 (en) System for fastening a stock rail to a support structure
FR2630390A1 (en) Pulley support assembly for a transport installation using an overhead cable
WO2022101871A1 (en) Sliding and clamping/releasing system for a conductor support arrangement supporting a catenary and method for installing such a system
BE635344A (en)
FR2851780A1 (en) Prefabricated bridge girder comprises concrete base plate with lateral portion projecting from web and stowing support extending over upper face of lateral portion

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

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

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

17P Request for examination filed

Effective date: 20031114

AKX Designation fees paid

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

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

Owner name: ALSTOM

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REF Corresponds to:

Ref document number: 60225522

Country of ref document: DE

Date of ref document: 20080424

Kind code of ref document: P

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20080401015

Country of ref document: GR

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2299552

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20080609

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: HK

Ref legal event code: GR

Ref document number: 1057772

Country of ref document: HK

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

Ref country code: SK

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

Effective date: 20080312

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

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

26N No opposition filed

Effective date: 20081215

BERE Be: lapsed

Owner name: ALSTOM

Effective date: 20081031

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

Ref country code: EE

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

Effective date: 20080312

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

Ref country code: IE

Payment date: 20090130

Year of fee payment: 7

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

Ref country code: MC

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

Effective date: 20081031

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: BE

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

Effective date: 20081031

Ref country code: CY

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

Effective date: 20080312

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

Ref country code: CH

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

Effective date: 20081031

Ref country code: LI

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

Effective date: 20081031

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

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

Ref country code: AT

Payment date: 20091015

Year of fee payment: 8

Ref country code: DK

Payment date: 20091014

Year of fee payment: 8

Ref country code: FI

Payment date: 20091015

Year of fee payment: 8

Ref country code: SE

Payment date: 20091014

Year of fee payment: 8

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

Ref country code: NL

Payment date: 20091016

Year of fee payment: 8

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

Ref country code: LU

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

Effective date: 20081021

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

Ref country code: IE

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

Effective date: 20091021

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

Ref country code: PT

Payment date: 20101018

Year of fee payment: 9

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20110501

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

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

Ref country code: FI

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

Effective date: 20101021

Ref country code: NL

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

Effective date: 20110501

Ref country code: AT

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

Effective date: 20101021

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

Ref country code: SE

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

Effective date: 20101022

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

Ref country code: DK

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

Effective date: 20101031

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20120423

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

Ref country code: PT

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

Effective date: 20120423

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

Effective date: 20141209

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 60225522

Country of ref document: DE

Representative=s name: TER MEER STEINMEISTER & PARTNER PATENTANWAELTE, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 60225522

Country of ref document: DE

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 14

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20151001 AND 20151007

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20151119 AND 20151125

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 15

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 60225522

Country of ref document: DE

Representative=s name: TER MEER STEINMEISTER & PARTNER PATENTANWAELTE, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 60225522

Country of ref document: DE

Owner name: ALSTOM TRANSPORT TECHNOLOGIES, FR

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

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: ALSTOM TRANSPORT SA

Effective date: 20170928

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

REG Reference to a national code

Ref country code: FR

Ref legal event code: CA

Effective date: 20180103

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

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

Ref country code: CZ

Payment date: 20190925

Year of fee payment: 18

Ref country code: TR

Payment date: 20190924

Year of fee payment: 18

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

Ref country code: DE

Payment date: 20191021

Year of fee payment: 18

Ref country code: BG

Payment date: 20191023

Year of fee payment: 18

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

Ref country code: FR

Payment date: 20191028

Year of fee payment: 18

Ref country code: IT

Payment date: 20191028

Year of fee payment: 18

Ref country code: GR

Payment date: 20191022

Year of fee payment: 18

Ref country code: ES

Payment date: 20191122

Year of fee payment: 18

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

Ref country code: GB

Payment date: 20191021

Year of fee payment: 18

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 60225522

Country of ref document: DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: ALSTOM TRANSPORT TECHNOLOGIES

Effective date: 20210528

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20201021

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

Ref country code: FR

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

Effective date: 20201031

Ref country code: GR

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

Effective date: 20210510

Ref country code: DE

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

Effective date: 20210501

Ref country code: BG

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

Effective date: 20210430

Ref country code: CZ

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

Effective date: 20201021

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

Ref country code: GB

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

Effective date: 20201021

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

Ref country code: IT

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

Effective date: 20201021

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20220127

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

Ref country code: ES

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

Effective date: 20201022

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

Ref country code: TR

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

Effective date: 20201021