EP1331310A2 - Support élastique pour un rail à gorge - Google Patents

Support élastique pour un rail à gorge Download PDF

Info

Publication number
EP1331310A2
EP1331310A2 EP03000307A EP03000307A EP1331310A2 EP 1331310 A2 EP1331310 A2 EP 1331310A2 EP 03000307 A EP03000307 A EP 03000307A EP 03000307 A EP03000307 A EP 03000307A EP 1331310 A2 EP1331310 A2 EP 1331310A2
Authority
EP
European Patent Office
Prior art keywords
rail
elastic
parts
web
support
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
EP03000307A
Other languages
German (de)
English (en)
Other versions
EP1331310A3 (fr
EP1331310B1 (fr
Inventor
Martin Dietrich
Anabel Hengelmann
Edwin Jenni
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.)
Getzner Werkstoffe Holding GmbH
Original Assignee
Getzner Werkstoffe Holding 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 Getzner Werkstoffe Holding GmbH filed Critical Getzner Werkstoffe Holding GmbH
Priority to AT03000307T priority Critical patent/ATE299201T1/de
Priority to SI200330088T priority patent/SI1331310T1/sl
Publication of EP1331310A2 publication Critical patent/EP1331310A2/fr
Publication of EP1331310A3 publication Critical patent/EP1331310A3/fr
Application granted granted Critical
Publication of EP1331310B1 publication Critical patent/EP1331310B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E01B21/02—Special supporting means; Draining of 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
    • E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material

Definitions

  • the invention relates to a device for the elastic mounting of a grooved rail with a rail foot, a rail head with a track groove and a rail web connecting the rail foot and the rail head, wherein the device an elastic arranged below the rail foot Plate, arranged on both sides of the rail web supporting parts and on the Elastic layers arranged on the sides of the support parts facing away from the rail web having.
  • Such a device was e.g. known from EP 0 308 876 B1.
  • a cross-sectionally U-shaped profile body is provided, whose legs at their free ends with each other and thus against the rail head directed headers are provided.
  • This profile body has an outer shell that consists of a base plate, two side cheeks, which form outer support parts of the known device, and those already mentioned there are two headers through which an overall undercut U-shape is formed, the headers abutting the rail head.
  • the surrounding floor material e.g. Roadway slabs
  • the known device has an inner shell made of cellular polyurethane elastomer on, which consist of a bottom part, two side parts on the inside of the legs of the U-shaped profile of the outer shell, and two head parts, which are held on the underside of the head strips, are formed is. These parts of the inner shell are with the corresponding parts of the outer shell firmly connected, but not to the remaining parts of the inner Bowl.
  • the parts of the outer shell of the profile body are firmly connected to one another, however, the side cheeks are resiliently bent outwards can to the rail and filler blocks that represent inner support parts and mostly are made of concrete and to support the side cheeks of the outer shell serve from the inside to be able to insert into the profile.
  • the support themselves Fill stones on the rail and the side parts of the inner shell.
  • Another device of the type mentioned is from AT 172 157 B. known. To prevent water from entering between the support parts and the elastic Layers are to be avoided with elastic layers with a pre-tension installed between the supporting parts and the surrounding concrete of the road surface.
  • the aim of the invention is to avoid these disadvantages and to provide an improved device to provide the type mentioned above, which is characterized by a simple Structure is distinguished and easy to assemble and elastic storage the rail with a defined limitation of the deflection of the rail head also possible in continuous use.
  • the proposed measures ensure that the bearing parts very good support for the rail web and thus also the rail head is given, with the corresponding elastic damping is guaranteed in the transmission of vibrations. Also can be mount the bearing parts very easily. Furthermore, the three-dimensional Lattice a very good connection between the bearing parts and the device surrounding concrete reached. Detachments between the bearing parts and the Concrete can thus be prevented even after a long period of use, so that there are no gaps for penetrating water and frost breaks be avoided.
  • the mounting grids embedded in the material of the elastic layers firmly connected to the support parts or laminated into it. This makes it extremely stable and durable Material connection between the assembly grid and the elastic Location and an overall very simple structure of the elastic rail mounting reached.
  • the device according to the invention serves for the elastic mounting of a rail 20, which has a rail foot 1, which has a rail web 2 with a Rail head 3 is connected.
  • This rail head 3 has a track groove 4.
  • an elastic plate 6 is attached, the is preferably glued to the rail foot 1.
  • the elastic plate 6 lies on a base 5, e.g. is formed by a reinforced concrete slab, wherein 3 height adjustment plates to determine the correct height of the rail head attached between the base 5 and the elastic plate 6 can be.
  • the support part 8 lies on the web 2 of the rail 20 and is expediently glued to the rail web 2.
  • the support parts 8 are on the between the rail head 3 and the rail foot 1 lying area, which is also referred to as a "tab chamber", adjusted, and fill this area with little play.
  • the support parts 8 are made of a relatively hard and inelastic material. However, this material is not intended to be brittle and must be able to absorb the forces which arise during the deformation of the rail 20 without breaking.
  • the support parts 8 could theoretically also be made of concrete or metal, but a plastic material is preferred for the production of these parts.
  • an elastomer with high rigidity possibly also in the form of a rubber elastomer, can be used to produce the support parts 8, 10. It is particularly advantageous to use a cellular or foamed PU elastomer with a density of at least 150 kg / m 3 , for example with a density in the range of 250kg / m 3 .
  • the elastic layers 9 protrude beyond the tops of the support parts 8 and are in the installed state on the side walls of the rail head 3. Furthermore, the elastic layers 9 protrude on the undersides of the support parts 7 these out and lie laterally on the elastic plate 6.
  • the elastic layer 9 expediently consists of an elastomer, preferably made of an elastic plastic in the form of a cellular or foamed PU elastomer. But there are also other foamed elastomers used.
  • elastomers also includes rubber materials in the sense of rubber elastomers, for example foam rubber.
  • the support parts 8 transmit movements of the rail web 2 and the rail head 3 on the elastic layer 9, these movements from the layer 9 be absorbed and damped. This limits the elastic position 9 laterally adjoining concrete 11 the movements of the rail web 2 and so that the rail head 3 in a defined manner.
  • Such one three-dimensional mounting grid 10 which is in a spatial area extends, which in addition to a length and width extension also a certain Height H is shown schematically in Fig. 3, the approximate For the sake of clarity, boundary edges are indicated by lines 23 are.
  • the grid consists of spatially looped threads or cords 21, which preferably consist of a plastic, for example PP, PA or PE and have some elasticity.
  • Such grids are, for example, as Drainage grids are used and are commercially available. For example the height H of the grid about 10mm.
  • the mounting grid 10 over part of its height H, for example over about half to embed its height H in the material of the elastic layer 9.
  • the Mounting grid 10 in the manufacture of the elastic layer 9 before it hardens are pressed into the viscous material of this layer, whereby when the elastomer of the elastic layer 9 hardens, the mesh is material-locking is involved in the elastic layer 9.
  • the elastic plates 6 are first applied glued to the underside of the rail feet 1.
  • the left and right bearing parts 7 are glued to the rail web 2, the elastic layer 9 after protrudes above and below on the support parts 8.
  • the rails 20 are through Leveling plates made of plastic leveled in height.
  • An asphalt layer that forms the road surface 12 is applied to this layer of concrete, preferably a Gap to the rail head 3 or to the elastic intermediate layer lying against it 9 remains. This gap is then sealed with a potting compound shed which connecting pieces 13 forms. It is a bituminous Potting compound preferred, but other potting compounds, e.g. resins be used.
  • thresholds could be laid out on a cleanliness layer, for example with a length of 10 to 20 cm, the rails in one Recess are guided and attached to the sleepers.
  • the support parts 8 could in principle with the elastic layers 9 by a Be bonded. However, it is preferred that the elastic layer 9 on both sides protruding into a mold and the material forming the support part 8 Pour into the mold, connecting these parts , possibly with the interposition of detention.
  • the bearing parts 7 more layers or include parts.
  • a further layer may be attached to the sides of the support parts 8.
  • a further layer may be attached to the sides of the support parts 8.
  • the side of the elastic layer 9 facing away from the rail web Layer or another support member may be arranged.
  • the mounting grid 10 would be then attach to the outside of this additional layer, this outside in this case the side wall 22 of the bearing part facing away from the rail web 2 7 would form.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
EP03000307A 2002-01-24 2003-01-09 Support élastique pour un rail à gorge Expired - Lifetime EP1331310B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
AT03000307T ATE299201T1 (de) 2002-01-24 2003-01-09 Einrichtung zur elastischen lagerung einer rillenschiene
SI200330088T SI1331310T1 (sl) 2002-01-24 2003-01-09 Naprava za elasticno podprtje zlebne tracnice

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT1102002 2002-01-24
AT0011002A AT411694B (de) 2002-01-24 2002-01-24 Einrichtung zur elastischen lagerung einer rillenschiene

Publications (3)

Publication Number Publication Date
EP1331310A2 true EP1331310A2 (fr) 2003-07-30
EP1331310A3 EP1331310A3 (fr) 2004-04-28
EP1331310B1 EP1331310B1 (fr) 2005-07-06

Family

ID=3626255

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03000307A Expired - Lifetime EP1331310B1 (fr) 2002-01-24 2003-01-09 Support élastique pour un rail à gorge

Country Status (4)

Country Link
EP (1) EP1331310B1 (fr)
AT (1) AT411694B (fr)
DE (1) DE50300712D1 (fr)
ES (1) ES2244839T3 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1813723A1 (fr) * 2006-01-26 2007-08-01 Phoenix Dichtungstechnik GmbH chemin de fer
WO2009128707A1 (fr) * 2008-04-18 2009-10-22 Edilon)(Sedra B.V. Procédé d'installation d'un système de rail intégré
FR2979643A1 (fr) * 2011-09-06 2013-03-08 Plastiform S Eclisses permettant une meilleure isolation d'un rail enterre.
FR3018288A1 (fr) * 2014-03-06 2015-09-11 Plastiform S Eclisse comprenant une bande de protection.
DE102016114172A1 (de) 2016-08-01 2018-02-01 Edilon Sedra Gmbh Schiene mit elektrischer Isolierung
EP3556938A1 (fr) 2018-04-18 2019-10-23 Edilon Sedra GmbH Rail pour être monté élastiquement

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT172157B (de) 1951-01-03 1952-08-11 Freudenberg Carl Kg Elastische Schienenlagerung für Straßenbahnen
EP0308876B1 (fr) 1987-09-25 1991-03-20 Getzner-Chemie Gesellschaft m.b.H. Dispositif de support élastique pour rails à gorge

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH174245A (de) * 1934-01-24 1934-12-31 Verkehrspatente Ag F Heizeinrichtung an Motorfahrzeugen, insbesondere an Automobilen mit stromlinienförmigen Wagenaufbau.
DE3439252A1 (de) * 1984-10-26 1986-05-07 Lothar 8700 Würzburg Eisner Material zum einbau von schienen
FR2664309B1 (fr) * 1990-07-05 1992-10-16 Alveo Ag Profile de remplissage lateral de rail de tramway ou similaire.
GB9622924D0 (en) * 1996-11-04 1997-01-08 Alh Syst Ltd Polymer embedment of rails
GB9811591D0 (en) * 1998-05-30 1998-07-29 Penny Charles Railway or tramway rail and rail fastening system
FR2788568B1 (fr) * 1999-01-20 2001-03-02 Somain Dispositif et procede de fixation d'un element metallique plan sur un support en beton

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT172157B (de) 1951-01-03 1952-08-11 Freudenberg Carl Kg Elastische Schienenlagerung für Straßenbahnen
EP0308876B1 (fr) 1987-09-25 1991-03-20 Getzner-Chemie Gesellschaft m.b.H. Dispositif de support élastique pour rails à gorge

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1813723A1 (fr) * 2006-01-26 2007-08-01 Phoenix Dichtungstechnik GmbH chemin de fer
WO2009128707A1 (fr) * 2008-04-18 2009-10-22 Edilon)(Sedra B.V. Procédé d'installation d'un système de rail intégré
EA016922B1 (ru) * 2008-04-18 2012-08-30 Эдилон) (Седра Б.В. Способ установки системы встроенных рельсов
FR2979643A1 (fr) * 2011-09-06 2013-03-08 Plastiform S Eclisses permettant une meilleure isolation d'un rail enterre.
WO2013034831A1 (fr) * 2011-09-06 2013-03-14 Plastiform's Eclisses permettant une meilleure isolation d'un rail enterre
FR3018288A1 (fr) * 2014-03-06 2015-09-11 Plastiform S Eclisse comprenant une bande de protection.
WO2015132507A1 (fr) * 2014-03-06 2015-09-11 Plastiform's Eclisse comprenant une bande de protection.
US10113272B2 (en) 2014-03-06 2018-10-30 Plastiform's Fishplate comprising a protective strip
DE102016114172A1 (de) 2016-08-01 2018-02-01 Edilon Sedra Gmbh Schiene mit elektrischer Isolierung
WO2018024502A1 (fr) 2016-08-01 2018-02-08 Edilon Sedra Gmbh Rail et isolation électrique
EP3556938A1 (fr) 2018-04-18 2019-10-23 Edilon Sedra GmbH Rail pour être monté élastiquement
DE102018109255A1 (de) 2018-04-18 2019-10-24 Edilon Sedra Gmbh Elastisch zu lagernde Schiene

Also Published As

Publication number Publication date
ES2244839T3 (es) 2005-12-16
ATA1102002A (de) 2003-09-15
EP1331310A3 (fr) 2004-04-28
DE50300712D1 (de) 2005-08-11
AT411694B (de) 2004-04-26
EP1331310B1 (fr) 2005-07-06

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