EP3292245A1 - 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

Info

Publication number
EP3292245A1
EP3292245A1 EP16723047.3A EP16723047A EP3292245A1 EP 3292245 A1 EP3292245 A1 EP 3292245A1 EP 16723047 A EP16723047 A EP 16723047A EP 3292245 A1 EP3292245 A1 EP 3292245A1
Authority
EP
European Patent Office
Prior art keywords
intermediate layer
arrangement according
rail
knobs
threshold
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.)
Granted
Application number
EP16723047.3A
Other languages
German (de)
English (en)
Other versions
EP3292245B1 (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
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 Rail One GmbH filed Critical Rail One GmbH
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

Links

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.
  • intermediate layers are usually used to give the track a certain elasticity.
  • trams for trams in addition to vertical forces in curves also increased horizontal forces occur.
  • the transmitted from the rail vehicle to the rail resulting force is directed to the outside of the curve.
  • the horizontal component of this obliquely engaging force thus causes a tilting moment acting on the rail.
  • Rigid rail fastenings could easily prevent tilting of the rail caused by it, but an "elastic" track is often required to achieve a defined rail depression and to reduce the transmission of vibration and sound to the ground in that such an elastic track using soft rail fasteners and a soft intermediate layer may tend to tilt the rail at a certain load.
  • angle guide plates are usually used which have an edge which causes the rail to tilt
  • such angled guide plates increase the manufacturing costs of a rail track and make maintenance more difficult.
  • 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 has at least one row of through holes in which engage in the assembled state arranged on a pad nubs.
  • 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 "sill” as used in this application includes not only conventional prestressed concrete sleepers or limp armor, but also precast elements which are prefabricated to make a slab track and then aligned on a support plate and potted with concrete the term threshold, in which prefabricated elements are placed on a load-bearing layer
  • the nubs can also be arranged directly on top of a threshold, the elastic intermediate layer is then placed on the thresholds.
  • knobs may be formed on the upper side of a base which forms the base.
  • Denden knobbed plate are arranged.
  • Such 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 apart from one another and arranged in opposite edge regions of the intermediate layer. Preferably, there are no further through-holes between the two rows of through-holes.
  • the through holes are cylindrical.
  • 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 may be 0.5 mm to 5 mm higher or thicker than the height of the knobs. Particularly preferred is a range between 1, 5 mm and 3 mm.
  • the invention relates to a rail track, comprising a rail, which is arranged by means of rail fasteners on a threshold, between see the rail and the threshold, an elastic intermediate layer of the type described is arranged in the through holes intervene nubs, which ent are not formed on a knob plate arranged on the threshold or at the top of the threshold.
  • FIG. 1 shows an inventive arrangement in a perspective view.
  • Fig. 2 is a plan view of the arrangement according to the invention shown in Fig. 1;
  • Fig. 3 is a section along the line III-III of Fig. 2;
  • Fig. 4 shows a detail of the sectional view of Fig. 3 in the region of a
  • the arrangement 1 shown in FIG. 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 can be seen in Fig. 2.
  • the elastic intermediate layer 2 has two rows 4, 5 which are arranged on opposite sides and have through holes 6 spaced apart from one another.
  • 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 fürgangslö- rather 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.
  • the sectional view of FIG. 3 shows how the elastic intermediate layer 2 and the studded plate 3 engage in one another 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 section 8 and an adjoining truncated conical end section 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 nubs 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, depending on the particular application, this distance may be between 0.5 mm and 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 arrangement shown in FIGS. 1 to 4 is part of a rail track.
  • the rail track comprises a rail which is arranged by means of rail fastenings 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)

Abstract

Ensemble (1) pour le scellement d'une voie de chemin de fer, qui comprend une semelle élastique (2) pouvant être positionnée entre un rail et une traverse, laquelle semelle comporte au moins une série (4, 5) de trous traversants (6) dans lesquels viennent s'insérer, à l'état monté, des tétons (7) agencés sur un support.
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 true EP3292245A1 (fr) 2018-03-14
EP3292245B1 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 - Gesellschaft für Industrieförderung mbH & Co. Verwaltungs KG, 96155 Buttenheim 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

Also Published As

Publication number Publication date
DE102015106924A1 (de) 2016-11-10
PL3292245T3 (pl) 2020-01-31
HUE045251T2 (hu) 2019-12-30
WO2016177675A1 (fr) 2016-11-10
DE102015106924B4 (de) 2020-09-24
EP3292245B1 (fr) 2019-07-03
DE202016005034U1 (de) 2016-11-16

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