EP1736599B1 - Procédé de construction de voie pour un chemin de fer ou analogues - Google Patents

Procédé de construction de voie pour un chemin de fer ou analogues Download PDF

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Publication number
EP1736599B1
EP1736599B1 EP06450074A EP06450074A EP1736599B1 EP 1736599 B1 EP1736599 B1 EP 1736599B1 EP 06450074 A EP06450074 A EP 06450074A EP 06450074 A EP06450074 A EP 06450074A EP 1736599 B1 EP1736599 B1 EP 1736599B1
Authority
EP
European Patent Office
Prior art keywords
concrete elements
steel plates
running rails
rails
layer
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.)
Not-in-force
Application number
EP06450074A
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German (de)
English (en)
Other versions
EP1736599A1 (fr
Inventor
Manfred T. Kalivoda
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.)
Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to AT06450074T priority Critical patent/ATE435334T1/de
Publication of EP1736599A1 publication Critical patent/EP1736599A1/fr
Application granted granted Critical
Publication of EP1736599B1 publication Critical patent/EP1736599B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails

Definitions

  • the subject invention relates to a method for the construction of a rail track for railways u. Like., Where two rails spaced from each other at a distance of the track laid on a ballast layer and the rails are brought by plugging the ballast layer in their horizontal and vertical positions. Furthermore, the subject invention relates to a rail track produced by this method.
  • rail tracks produced by this method are disadvantageous because the rails represent two carriers, which rest on spaced apart locations on the thresholds. Since therefore the rails can move between the bearings in the vertical direction, this vibration and noise emissions are caused.
  • Another disadvantage is that change due to the vibrations occurring due to the railway operations, the layers of the thresholds, which is why it is necessary to constantly check the horizontal and vertical positions of the rails and the rails by plugging the underlying gravel layer turn into the required To bring layers.
  • ballast track From the US 4,216,904 is a track laid in a ballast track with two rails known, with concrete elements are provided which carry the rails under interposition of an elastic layer.
  • the rails are in this case surrounded at their base region of and in their side regions of elastic material layers and held by means of a fferverbindun to the concrete elements.
  • the embedded in the ballast concrete elements are provided on a side facing away from the rails or the ground facing side with rectangular projections, which have the task to produce a better contact of the concrete element to the ballast layer.
  • the subject invention is therefore based on the object to provide a method for the construction of a rail track, by which the disadvantages of the known methods are avoided.
  • This is inventively achieved in that in the ballast layer two strands of mutually spaced concrete elements, which are formed over part of their length with projections, are laid on the concrete elements arranged, extending in the longitudinal direction of the rails steel plates directly on the projections Edition come that the two rails are spaced from each other on the steel plates at a distance from play, that the rails are brought by plugging the ballast layer located below the concrete elements in the required horizontal and vertical positions that the ballast layer is solidified by introducing a binder in that a leveling layer is introduced between the concrete elements and the steel plates and that after setting the rails in their horizontal and vertical positions the steel plates on the concrete elements and the rails on the Stahlpl atten fixed rigidly.
  • the two strands of the concrete elements connected together by means of struts.
  • the concrete elements forming the two strands preferably directly adjoin one another in the longitudinal direction. They can be formed at their front ends with mutually opposite projections and recesses.
  • the concrete elements are formed at one of their front ends with a projection located in the lower region and at the other end face with a projection located in the upper region.
  • the adjoining concrete elements can be connected to each other by means of bolts.
  • the concrete elements are U-shaped in cross-section, wherein they are formed with a lower, resting on the ballast base plate and two upwardly projecting from the bottom plate, extending in the longitudinal direction of the strand and spaced from each other beams between which the rails are laid.
  • the steel plates running on the strands of the concrete elements in the longitudinal direction of the rails are laid in such a way that the joints of the steel plates are offset with respect to the joints of the concrete elements.
  • a layer of an elastic material is preferably arranged below the rails located on the steel plates.
  • a rail track produced by the method according to the invention concrete elements laid in a ballast layer are provided, the ballast layer is solidified by a binder, are mounted on the concrete elements in the direction of the strand running steel plates, the rails are attached to the steel plates and located between the steel plates and the concrete elements a leveling layer.
  • the rails are attached to the steel plates and located between the steel plates and the concrete elements a leveling layer.
  • an elastic damping layer is further between the rails and the steel plates.
  • Fig. 1 is located in a built by the process according to the invention rail track for railways and the like.
  • a gravel layer 2 on which two strands of concrete elements 3 adjoining one another in the longitudinal direction are laid.
  • the length of the length of the concrete elements 3 is approximately equal, but which are offset in the longitudinal direction relative to the concrete elements 3.
  • a respective rail 6 is fixed with the interposition of an elastic damping layer 5.
  • the concrete elements 3 consist of a bottom plate 31 and two upwardly projecting beams 32, between which the rails 6 are laid. Furthermore, the concrete elements 3 are formed at their front ends with mutually opposite projections 3a and recesses Sb, which are penetrated by vertically aligned bolts 34. By means of the bolts 34, all concrete elements 3, which are laid along the course of the rail track on the ballast layer 2, can be rigidly connected to each other. Furthermore, the two strands of concrete elements 3 are connected to each other by struts 35, by which they are held at a distance from each other of the track width of the rail tracks. On the concrete slabs 31 of the concrete elements 3 are the steel plates 4, the damping layers 5 and the rails. 6
  • the bottom plates 31 are formed over part of their length with projections 33, on which the steel plates 4 come directly to rest.
  • the rails 6 are secured by means of brackets 61 and bolts 62 to the steel plates 4.
  • Out Figure 4 are the two strands of the concrete elements 3, which can be seen on these steel plates 4, mounted on the steel plates 4 rails 6 and fasteners 41 and 42 for the steel plates 4 and 6 for the rails.
  • the steel plates 4 are placed on the concrete elements 3, wherein they rest directly on the projections 33 and are secured to the concrete elements 3 by means of a first group of screws 41.
  • the steel plates 4 are compared with the concrete elements offset so that they rest in their central regions on the projections 33 and their ends are in the central regions of the concrete elements 3.
  • Below the rails 6, the damping layer 5 is located below the rails 6, the damping layer 5 is located.
  • the steel plates 4 are placed on the concrete elements 3, that they are approximately centrally offset. As a result, the steel plates 4 rest on the projections 33 of the concrete elements 3 only in their middle region. As a result, the steel plates 4 are rigidly fastened to the concrete elements 3 by means of the first group of screws 41.
  • the rails 6 are placed on the steel plates 4 with the interposition of the elastic layer 5 and secured thereto by means of the clamps 61 and the bolt 62.
  • the ballast layer 2 is formed by introducing a binder, e.g. a cement paste or a plastic agent, solidified, whereby the thus solidified ballast layer fulfills the function of a so-called fixed carriageway.
  • a binder e.g. a cement paste or a plastic agent
  • a rail track can be constructed, which has the properties of a solid roadway, but the disadvantages caused by the production of a rail track on a fixed carriageway are avoided.
  • the rails 6 can be adjusted in a conventional manner in their horizontal and vertical positions. Since the ballast layer 2 after setting the required layers the rails 6 is solidified by a binder, it forms a so-called solid lane, which requires a much lower maintenance than a non-solidified ballast layer. Since the rails 6 rest over their entire course on the steel plates 4 and the steel plates 4 approach due to the leveling layer 7 over its entire length on the concrete elements 3, also caused by discretely mounted rails vibration and noise emissions are avoided. The side of the rails 6 located bar 32 of the concrete elements 3 also form a derailment and sound insulation.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Claims (12)

  1. Procédé de construction de lignes de rails pour des voies ferrées ou similaires, dans lequel deux rails de circulation (6) se trouvant espacés l'un de l'autre de l'écartement sont posés dans une couche de ballast (2) et les rails de circulation (6) sont amenés dans leur position horizontale et verticale par bourrage de la couche de ballast (2), dans lequel deux rangées d'élément en béton (3) disposés à distance l'une de l'autre sont posées dans la couche de ballast (2), caractérisé en ce que les éléments en béton sont dotés de saillies (33) sur une partie de leur longueur, des plaques d'acier (4) disposées sur les éléments en béton (3) et orientées dans le sens longitudinal des rails de circulation venant reposer directement sur les saillies (33), en ce que les deux rails de circulation (6) sont fixés à une distance l'un de l'autre correspondant à l'écartement sur les plaques d'acier (4) avec un jeu, en ce que les rails de circulation (6) sont amenés dans la position horizontale et verticale nécessaire par bourrage de la couche de ballast (2) située en dessous des éléments en béton (3), en ce que la couche de ballast (2) est consolidée par l'introduction d'un liant, en ce qu'une couche d'équilibrage (7) est introduite entre les éléments en béton (3) et les plaques d'acier (4) et en ce qu'après l'ajustement de la position horizontale et verticale des rails de circulation (6), les plaques d'acier (4) sont fixées de manière rigide sur les éléments en béton (3) et les rails de circulation (6) sur les plaques d'acier (4).
  2. Procédé selon la revendication 1, caractérisé en ce que les éléments en béton (3) appariés des deux rangées sont reliés entre eux par des entretoises (35).
  3. Procédé selon l'une des revendications 1 et 2, caractérisé en ce que les éléments en béton (3) formant les deux rangées se raccordent directement les uns aux autres dans le sens longitudinal.
  4. Procédé selon la revendication 3, caractérisé en ce que les éléments en béton (3) sont dotés à leurs extrémités frontales de saillies (3a) et de creux (3b) frontaux symétriques les uns des autres.
  5. Procédé selon la revendication 4, caractérisé en ce que les éléments en béton (3) sont dotés à l'une de leurs extrémités frontales d'une saillie (3a) frontale se trouvant dans la partie inférieure et à l'autre extrémité frontale d'une saillie (3a) frontale se trouvant dans la partie supérieure.
  6. Procédé selon l'une des revendications 1 à 5, caractérisé en ce que les éléments en béton (3) se raccordant les uns aux autres sont assemblés les uns aux autres au moyen de boulons (34).
  7. Procédé selon l'une des revendications 1 à 6, caractérisé en ce que les éléments en béton (3) sont en forme de U en section et sont posés avec une plaque de fond (31) inférieure reposant sur le ballast et avec deux barres (32) dépassant de la plaque de fond (31) vers le haut, s'étendant dans le sens longitudinal de la rangée et écartées l'une de l'autre, entre lesquelles les rails de circulation (6) sont posés.
  8. Procédé selon l'une des revendications 1 à 7, caractérisé en ce que les plaques d'acier (4) situées sur les rangées d'éléments en béton (3) dans le sens longitudinal des rails de circulation sont posées de telle manière que les points d'aboutement des plaques d'acier (4) soient décalées par rapport aux points d'aboutement des éléments en béton (3).
  9. Procédé selon l'une des revendications 1 à 8, caractérisé en ce qu'il est prévu sous les rails de circulation (6) se trouvant sur les plaques d'acier (4) une couche (5) d'un matériau élastique.
  10. Procédé selon l'une des revendications 1 à 9, caractérisé en ce que les rails de circulation (6) sont fixés sur les plaques d'acier (4) au moyen de boulons (62), la fixation rigide n'étant réalisée que dès que les rails de circulation (6) ont été ajustés dans leur position latérale et verticale.
  11. Ligne de rails fabriquée par le procédé selon l'une des revendications 1 à 10, comprenant deux rails de circulation (6) séparés l'un de l'autre par la distance de l'écartement et disposés dans une couche de ballast (2), dans laquelle les rails de circulation (6) sont amenés dans leur position horizontale et verticale lors du montage par bourrage de la couche de ballast (2), dans laquelle sont posées dans la couche de ballast (2) deux rangées d'éléments en béton (3) maintenus à distance l'un de l'autre, caractérisée en ce que les éléments en béton (3) sont dotés de saillies (33) sur une partie de leur longueur, des plaques d'acier (4) disposées sur les éléments en béton (3) et orientées dans le sens longitudinal des rails de circulation venant reposer directement sur les saillies (33), les deux rails de circulation (6) étant fixés à une distance l'un de l'autre correspondant à l'écartement sur les plaques d'acier (4) avec un jeu, la couche de ballast (2) étant consolidée par l'introduction d'un liant, une couche d'équilibrage (7) étant introduite entre les éléments en béton (3) et les plaques d'acier (4), et les plaques d'acier (4) étant fixées de manière rigide aux éléments en béton (3) et les rails de circulation (6) aux plaques d'acier (4).
  12. Ligne de rails selon la revendication 11, caractérisée en ce qu'une couche d'amortissement élastique (5) est prévue entre les rails de circulation (6) et les plaques d'acier (4).
EP06450074A 2005-06-20 2006-05-15 Procédé de construction de voie pour un chemin de fer ou analogues Not-in-force EP1736599B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT06450074T ATE435334T1 (de) 2005-06-20 2006-05-15 Verfahren zur errichtung eines schienenstranges für eisenbahnen u. dgl. sowie nach diesem verfahren errichteter schienenstrang

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT10382005 2005-06-20

Publications (2)

Publication Number Publication Date
EP1736599A1 EP1736599A1 (fr) 2006-12-27
EP1736599B1 true EP1736599B1 (fr) 2009-07-01

Family

ID=36930394

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06450074A Not-in-force EP1736599B1 (fr) 2005-06-20 2006-05-15 Procédé de construction de voie pour un chemin de fer ou analogues

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Country Link
EP (1) EP1736599B1 (fr)
AT (1) ATE435334T1 (fr)
DE (1) DE502006004105D1 (fr)
ES (1) ES2329506T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008048358A1 (de) * 2008-09-22 2010-03-25 Edilon) (Sedra Gmbh Gleiskörperformteileinheit
FR2955124B1 (fr) * 2010-01-08 2012-01-06 Colas Sa Module support de voie ferree prefabrique, voie ferree, section et procede de montage des voies ferrees

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE937061C (de) * 1951-11-14 1955-12-29 Friedrich Klein Dipl Ing Eisenbahnoberbau mit vereinigten Lang- und Querschwellen aus Stahlbeton
US3223328A (en) * 1963-04-15 1965-12-14 Railroad Permanent Way Product Track structure for railroads and the like
US3300140A (en) * 1965-12-07 1967-01-24 Railroad Permanent Way Product Beams for railroad track structure
DE2063727A1 (de) * 1970-12-24 1972-08-24 Michelfelder, Gerhard, 8000 München Verfahren zur Stabilisierung eines Schotterbettes
FR2359245A1 (fr) * 1976-07-23 1978-02-17 Vivion Robert Dispositif de fixation de voie ferree sur longrines disposees bout a bo
AT375699B (de) * 1982-02-17 1984-08-27 Fleissner Alfred Schienenanordnung, insbesondere fuer strassenbahn- gleise

Also Published As

Publication number Publication date
EP1736599A1 (fr) 2006-12-27
ATE435334T1 (de) 2009-07-15
DE502006004105D1 (de) 2009-08-13
ES2329506T3 (es) 2009-11-26

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