EP3292245B1 - Ensemble pour le scellement d'une voie de chemin de fer et voie de chemin de fer correspondante - Google Patents

Ensemble pour le scellement d'une voie de chemin de fer et voie de chemin de fer correspondante Download PDF

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Publication number
EP3292245B1
EP3292245B1 EP16723047.3A EP16723047A EP3292245B1 EP 3292245 B1 EP3292245 B1 EP 3292245B1 EP 16723047 A EP16723047 A EP 16723047A EP 3292245 B1 EP3292245 B1 EP 3292245B1
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EP
European Patent Office
Prior art keywords
knobs
intermediate layer
rail
arrangement according
holes
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.)
Active
Application number
EP16723047.3A
Other languages
German (de)
English (en)
Other versions
EP3292245A1 (fr
Inventor
Hans-Christian Rossmann
Robert SÄCKLER
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.)
Pcm Railone AG
Rail One GmbH
Original Assignee
Pcm RailOne AG
Rail One GmbH
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 Pcm RailOne AG, Rail One GmbH filed Critical Pcm RailOne AG
Priority to PL16723047T priority Critical patent/PL3292245T3/pl
Publication of EP3292245A1 publication Critical patent/EP3292245A1/fr
Application granted granted Critical
Publication of EP3292245B1 publication Critical patent/EP3292245B1/fr
Active 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
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • E01B9/686—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface

Definitions

  • the invention relates to an arrangement for supporting a rail track, with a positionable between a rail and a threshold elastic intermediate layer and a nubbed pad, wherein the elastic intermediate layer has at least one row of through holes into which engage in the mounted state, the nubs of the pad.
  • an assembly for supporting a rail track is known, with a positionable between a rail and a threshold elastic intermediate layer and a base, wherein the elastic intermediate layer has through holes, engage in the mounted state in the pad arranged nubs.
  • the height of the nubs is not greater than the thickness of the elastic intermediate layer.
  • the pamphlets GB 2 235 003 A and US 2007/210178 A1 also disclose elastic intermediate layers which serve to support a threshold of a railroad track.
  • the invention is therefore based on the object to provide an arrangement for supporting a rail track, in which a tilting of the rail is prevented and which is inexpensive to produce.
  • the elastic intermediate layer is 1.5 mm to 3 mm thicker than the height of the knobs.
  • the invention is based on the recognition that by means of the knobs, on the one hand, an excessively one-sided countersinking of the rail can be avoided, on the other hand, a certain vertical rail depression is permitted.
  • a relative movement between the elastic intermediate layer, which has the through holes, and the nubs arranged on the base is possible. Between the knobs and the intermediate layer in the region of the through holes, a positive connection is formed, which allows a certain small deformation of the elastic intermediate layer, but a greater deformation is prevented by the nubs engaging in the through holes.
  • the intermediate layer which is made of a material which is substantially more elastic than the base, allows the desired vertical movement of the rail, which reduces the transmission of sound and vibrations.
  • the knobs can be arranged at the top of a threshold forming the base.
  • the term "threshold” used in this application includes not only conventional concrete sleepers with tension reinforcement or limp reinforcement, but also precast elements that are prefabricated for the production of a solid roadway and then aligned on a support plate and cast with concrete.
  • superposed systems are encompassed by the term threshold, in which precast elements are placed on a supporting layer.
  • the knobs can also be arranged directly on top of a threshold, the elastic intermediate layer is then placed on the thresholds.
  • the knobs are arranged on the top of a nub plate forming the base.
  • a studded plate can be positioned and fastened in the production of the railroad track on the top of a threshold.
  • This embodiment has the advantage that the studded plates only have to be laid at the points where they are needed, that is, primarily in curved areas. Since the studded plates are formed separately from the sleepers, no modification of sleepers is required, resulting in advantages in terms of variety of types.
  • the studded plate consists of a plastic material, in particular of polyamide.
  • Such knobbed plates can be easily manufactured, for example by injection molding.
  • it may be provided that it is made of a glass fiber reinforced plastic material.
  • the glass fiber content may be 10% to 40%, preferably about 30%.
  • the intermediate layer of the arrangement according to the invention comprises two parallel rows of spaced-through holes arranged on opposite sides.
  • the intermediate layer of the arrangement according to the invention in the simplest case has only one row of through-holes, it is preferred that there are two rows of through-holes which are spaced from each other and in opposite edge regions of the intermediate layer are arranged. Preferably, there are no further through-holes between the two rows of through-holes.
  • a variant of the arrangement according to the invention provides that the through holes are cylindrical. In this way, tilting of the intermediate layer and the studded plate is prevented.
  • the nubbed plate has two rows of nubs arranged on opposite sides. In between, preferably no nubs are formed.
  • the nubs which are arranged on the base, it may be provided that they are cylindrical (round) or rectangular or conical or oval shaped.
  • the nubs have a conical or frusto-conical end portion.
  • the diameter of the knobs and the diameter of the through holes is chosen so that the desired relative movement is made possible.
  • the knobs have a conical or frusto-conical end portion.
  • the end portion is preferably formed on a cylindrical portion of the nubs.
  • the conical or frusto-conical end portion may extend over 60% to 90%, preferably over approximately 75%, of the height of the dimples.
  • the thickness of the elastic intermediate layer is greater than the height of the knobs. This allows a vertical deformation and thus a depression of the rails. Otherwise, if the elastic intermediate layer and the dimples had the same height, the rails would be supported directly on the non-elastic dimples, so that no depression would be possible.
  • the intermediate layer is 1.5 mm to 3 mm higher or thicker than the height of the knobs.
  • the invention relates to a rail track, comprising a rail which is arranged by means of rail fastenings on a threshold, wherein between the rail and the threshold, an elastic intermediate layer of the type described is arranged, in whose through holes engage knobs, which are arranged either at one on the threshold Noppenplatte or at the top of the threshold are formed.
  • Arrangement 1 serves to support a rail track and comprises an elastic intermediate layer 2 and a stud plate 3.
  • the elastic intermediate layer 2 is made of an elastomer material, for example a rubber material, and has a plate-shaped, rectangular basic shape, as best in Fig. 2 you can see.
  • the elastic intermediate layer 2 has two rows 4, 5 arranged on opposite sides of each other spaced through holes 6.
  • the through holes 6 are circular or cylindrical.
  • the nubbed plate 3 is made of a plastic material, in the illustrated embodiment, it is glass fiber reinforced polyamide. Compared to the elastic intermediate layer 2, the studded plate is stiff.
  • Length and width of the studded plate 3 are consistent with the corresponding dimensions of the elastic intermediate layer 2.
  • the nubbed plate 3 has a plurality of nubs 7, which extend perpendicular to the plane formed by the nubbed plate 3.
  • the position of the nubs 7 corresponds to the position of the through holes 6 of the elastic intermediate layer 2, that is, each through hole 6 is associated with a nub 7.
  • the inner diameter of the through holes 6 and the outer diameter of the knobs 7 are chosen so that the elastic intermediate layer 2 can be placed on the knob plate 3, so that the knobs 7 engage in the through holes 6.
  • Fig. 3 it can be seen how the elastic intermediate layer 2 and the studded plate 3 engage each other after assembly.
  • Fig. 4 is an enlarged detail view of the sectioned view of Fig. 3 in the region of a nub 7.
  • the nubs 7 have a cylindrical portion 8 and an adjoining truncated conical end portion 9.
  • the end portion 9 extends over about 75% of the height of the studs 7. Accordingly, the studs 7 taper in the direction of their free end.
  • the elastic intermediate layer 2 is thicker than the height of the knobs 7. This means that the free end of the studs 7 is recessed with respect to the top 10 of the elastic intermediate layer 2. Accordingly, between the top 10 of the elastic intermediate layer 2 and the free end of the studs 7 in the vertical direction, a certain, predetermined distance is present. In the illustrated embodiment, this distance is 2.5 mm.
  • the conical shape of the nubs 7 was chosen so that only a slight tilting movement of the rail is made possible. Another or larger tilting is prevented by the knobs 7 of the stud plate 3. A tilting of the rail is only possible until the bottom of the rail foot rests on the top of the knobs 7. In this state, a further lowering of the rail is not possible, whereby the tilting and / or rotational movement is limited.
  • the special shape of the end portions 9 thereby progressively limits the tilting movement, while the intermediate layer 2 permits a vertical movement, ie sinking, of a rail track.
  • the cylindrical through-holes 6 of the intermediate layer 2 prevent damage to the flat intermediate layer 2 by the knobs 7 when loads occur.
  • the elastic intermediate layer 2 is thus elastically deformed without tilting occurs when simultaneously a horizontal force or a force with a horizontally acting Component is present.
  • the in the Fig. 1 to 4 The arrangement shown is part of a railroad track.
  • the rail track comprises a rail, which is arranged by means of rail fasteners on a threshold, wherein the elastic intermediate layer 2 is arranged between the rail and the threshold.
  • the elastic intermediate layer 2 can be positively and / or positively connected to the threshold.
  • the elastic intermediate layer may be screwed to the threshold or glued to the threshold.
  • the studs may alternatively be formed on the top of a concrete sleeper.
  • the arrangement described in this embodiment is provided inter alia for the storage of a roadway for trams and / or long-distance trains.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)

Claims (11)

  1. Ensemble (1) pour le scellement d'une voie de chemin de fer, comprenant une semelle élastique (2) pouvant être positionnée entre un rail et une traverse et un support comportant des tétons (7), en ce que la semelle élastique (2) comporte au moins une série (4, 5) de trous traversants (6) dans lesquels viennent s'insérer, à l'état monté, les tétons (7) du support, caractérisé en ce que la semelle élastique (2) est de 1,5 mm à 3 mm plus épaisse que la hauteur des tétons (7).
  2. Ensemble selon la revendication 1, caractérisé en ce que les tétons (7) sont disposés sur la face supérieure d'une traverse formant le support.
  3. Ensemble selon la revendication 1, caractérisé en ce que les tétons (7) sont disposés sur la face supérieure d'une plaque de tétons (3) formant le support.
  4. Ensemble selon la revendication 3, caractérisé en ce que la plaque de tétons (3) est constituée d'une matière plastique, en particulier de polyamide, et de préférence renforcée de fibres de verre.
  5. Ensemble selon l'une des revendications précédentes, caractérisé en ce que la semelle (2) comporte deux séries (4, 5) parallèles disposées sur des côtés opposés de trous traversants (6) espacés.
  6. Ensemble selon l'une des revendications précédentes, caractérisé en ce que les trous traversants (6) sont de conception cylindrique.
  7. Ensemble selon l'une des revendications 3 à 6, caractérisé en ce que la plaque de tétons (3) comporte deux séries de tétons (7) disposées sur des côtés opposés.
  8. Ensemble selon l'une des revendications précédentes, caractérisé en ce que les tétons (7) sont de forme cylindrique ou rectangulaire ou conique ou ovale.
  9. Ensemble selon la revendication 8, caractérisé en ce que les tétons (7) comportent une section d'extrémité (9) conique ou de forme tronconique.
  10. Ensemble selon la revendication 9, caractérisé en ce que la section d'extrémité (9) conique ou de forme tronconique s'étend de 60% à 90%, de préférence approximativement de 75%, sur la hauteur des tétons (7).
  11. Voie de chemin de fer, comprenant un rail, qui est disposé sur une traverse au moyen de fixations de rail, en ce qu'un ensemble (1) comprenant une semelle élastique (2) est disposé entre le rail et la traverse selon l'une des revendications 1 à 10, dans les trous traversants (6) duquel viennent s'insérer des tétons (7) qui sont rapportés soit sur une plaque de tétons (3) disposée sur la traverse ou sur la face supérieure de la traverse.
EP16723047.3A 2015-05-04 2016-05-02 Ensemble pour le scellement d'une voie de chemin de fer et voie de chemin de fer correspondante Active EP3292245B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16723047T PL3292245T3 (pl) 2015-05-04 2016-05-02 Układ do podpierania szyn kolejowych i powiązana szyna kolejowa

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102015106924.5A DE102015106924B4 (de) 2015-05-04 2015-05-04 Anordnung zur Lagerung einer Schienenfahrbahn und zugehörige Schienenfahrbahn
PCT/EP2016/059757 WO2016177675A1 (fr) 2015-05-04 2016-05-02 Ensemble pour le scellement d'une voie de chemin de fer et voie de chemin de fer correspondante

Publications (2)

Publication Number Publication Date
EP3292245A1 EP3292245A1 (fr) 2018-03-14
EP3292245B1 true EP3292245B1 (fr) 2019-07-03

Family

ID=56008589

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16723047.3A Active EP3292245B1 (fr) 2015-05-04 2016-05-02 Ensemble pour le scellement d'une voie de chemin de fer et voie de chemin de fer correspondante

Country Status (5)

Country Link
EP (1) EP3292245B1 (fr)
DE (2) DE102015106924B4 (fr)
HU (1) HUE045251T2 (fr)
PL (1) PL3292245T3 (fr)
WO (1) WO2016177675A1 (fr)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3827631A (en) * 1972-12-29 1974-08-06 Syntex Rubber Corp Rail mounting pad
DE2857105C2 (de) * 1978-04-20 1983-12-22 Diether 4300 Essen Uderstädt Schalldämmende Schienenunterlage
GB2094377B (en) * 1981-02-16 1984-08-22 Arun Plastics Ltd Railway track pads
GB8918241D0 (en) * 1989-08-10 1989-09-20 Pandrol Ltd A pad which is to lie under a railway rail
DE20014999U1 (de) * 2000-08-30 2002-01-24 Gfi Ges Fuer Industriefoerderu Betonschwelle für den Gleisbau
DE10148411B4 (de) * 2001-09-29 2005-12-15 Hada Gmbh + Co. Kg Kunststoffverarbeitung Elastische Lagerung von Schienen
US20070210178A1 (en) * 2006-03-07 2007-09-13 Nevins James H Rail pad assembly with on-tie retaining means
AT506434B1 (de) * 2008-02-01 2010-10-15 Semperit Ag Holding Dämpfungselement

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
DE102015106924A1 (de) 2016-11-10
DE102015106924B4 (de) 2020-09-24
EP3292245A1 (fr) 2018-03-14
HUE045251T2 (hu) 2019-12-30
DE202016005034U1 (de) 2016-11-16
WO2016177675A1 (fr) 2016-11-10
PL3292245T3 (pl) 2020-01-31

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