EP0726359B1 - Voie de chemin de fer utilisée plus particulièrement sur terrain gazonné - Google Patents

Voie de chemin de fer utilisée plus particulièrement sur terrain gazonné Download PDF

Info

Publication number
EP0726359B1
EP0726359B1 EP95119431A EP95119431A EP0726359B1 EP 0726359 B1 EP0726359 B1 EP 0726359B1 EP 95119431 A EP95119431 A EP 95119431A EP 95119431 A EP95119431 A EP 95119431A EP 0726359 B1 EP0726359 B1 EP 0726359B1
Authority
EP
European Patent Office
Prior art keywords
rail
railway track
rails
track according
girder
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
EP95119431A
Other languages
German (de)
English (en)
Other versions
EP0726359A2 (fr
EP0726359A3 (fr
Inventor
Jean-Pierre Frottier
Horst Dr. Eilmes
Manfred Dipl.-Ing. Beinhauer
Thomas Dipl.-Ing. Kröger
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.)
Sedra Asphalt Technik Biebrich Vorm Seck & Dr Alt -Gegr 1885- GmbH
Original Assignee
Sedra Asphalt Technik Biebrich Vorm Seck & Dr Alt -Gegr 1885- 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=25962727&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0726359(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from DE9420123U external-priority patent/DE9420123U1/de
Priority claimed from DE9420124U external-priority patent/DE9420124U1/de
Application filed by Sedra Asphalt Technik Biebrich Vorm Seck & Dr Alt -Gegr 1885- GmbH filed Critical Sedra Asphalt Technik Biebrich Vorm Seck & Dr Alt -Gegr 1885- GmbH
Publication of EP0726359A2 publication Critical patent/EP0726359A2/fr
Publication of EP0726359A3 publication Critical patent/EP0726359A3/fr
Application granted granted Critical
Publication of EP0726359B1 publication Critical patent/EP0726359B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/004—Pavings specially adapted for allowing vegetation
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/06—Pavings adjacent tramways rails ; Pavings comprising railway tracks
    • 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
    • E01B2204/14—Vegetation on or around railway-tracks

Definitions

  • the invention relates to a rail track according to the Preamble of claim 1.
  • a rail track of this type (DE-U-8 520 560) is a Track groove sealing profile made of rubber or rubber-like Plastic with longitudinal channels and Clamping ribs provided in the joints between the Rail and road surfaces clamped under pre-tension becomes.
  • the rubber is soft and can become unsupported by the road surface do not hold the rail. A growth layer like her can therefore not be provided for lawn tracks be applied.
  • the invention has for its object a rail track of the type specified in such a way that the Web body largely from lawn or other vegetation can be covered, and that the corrosion protection bill will be carried.
  • the task set is based on the features of the claim 1 solved and by the further features of the subclaims further developed and designed.
  • the rail chamber filling devices are included rod-like molded parts, which consist essentially of crushed waste rubber with a polyurethane bond.
  • the rod-like moldings have a width with which they extend and have up to the rail clamping devices a height at least to below the rail heads is enough to fill the respective rail chamber.
  • the side facing away from the rail chamber are on the rod-like molded parts open head recesses downwards to accommodate parts of the heads of the clamping devices provided, also covers, essentially from shredded waste rubber with polyurethane binding to be used together with of the respective head recess one open at the bottom Cavity for receiving the complete heads of the concerned Form clamping device.
  • connection between the cover and the rod-like molded parts are made by a integral composite, which creates beam-like molded parts, or it are fold formations or tongue and groove formations provided with which the upper edge of the hood on the rod-like molding supports in the area of the head recess, while the lower Edge of the hood a support on the track substructure finds.
  • This training makes it possible to Clamping devices for the rails against moisture protect by putting this in a top drip-proof cover can be accommodated and still to use the track body as a lawn, which the Maintaining a certain moisture even above the rail mounting heads means.
  • Fig. 1 shows a tram track from above in a schematic Representation, namely two rails 10 on one Track substructure 2 laid at the specified distance, the is maintained by tie rods 3.
  • the Track substructure 2 usually has several layers on, including an anti-freeze layer, not shown, and depending on the circumstances, a concrete support plate 6 (Fig. 2) or also concrete sleepers in track ballast.
  • the cross-sectional profile of the rail 10 is from FIGS. 2 and 3 can be seen if you look at their representations along the dashed line. It's a head 11, one Web 12 and a foot 13 are provided, the so-called chambers 14 lock in.
  • the head 11 also has a groove 15, such as it is typical of tram tracks.
  • the rail 10 is on the track substructure using rail foot clamping devices 20 attached, each one Rail foot mounting head 21 to the rail foot 13 in the intermediate layer of a rubber press plate 22 and a compensating plate 23 on the concrete support plate 6 fasten.
  • the plates 22, 23 consist of electrical insulating pieces of material.
  • the compensation plate 23 is with a slit on the side so that they slide from the side into the Fastening device can be inserted.
  • the fastening device 20 has a composite anchor 25 on in an insulating dowel 26 of the concrete support plate 6 engages, also a tension spring or clamping plate 27 and a nut 28, the rail foot 3 with an intermediate layer 29 made of high strength Pinch plastic.
  • Parts 25, 27 and 28 of the rail foot mounting head 21 are made of metal and should therefore be used permanently acting moisture are protected.
  • protective devices 30 are provided which are open at the bottom Form cavities 31 and each of a filler 32 and a cover 33 are constructed.
  • the filler 32 provides is a rod-like molded part that on one side according to the Contour of the tram rail 10 is adapted and in its Chamber extends into it while on the opposite side a recess 31a, which is open laterally downwards, is provided, which is part of the cavity 31.
  • the cover 33 has one protruding rib 35, which in a corresponding groove 36 of the Filler 32 engages. This training can be seen as Denote fold engagement or tongue and groove engagement.
  • the Cover 33 is not only at its upper edge, but also supported along its lower edge 37 so that forces that do not act on the filler 32 from above its removal from the chamber 14 lead.
  • the filler 32 and the cover 33 consist essentially made from shredded waste rubber with polyurethane binding as well optionally a dye.
  • the recycled rubber part can up to 90% and the PU content 10%.
  • Parts 32 and 33 are under high pressure and exposure to heat pressed and achieve a good fit, which enables insert the parts into each other and into the chamber 14 so that practically watertight against water entering from above given is.
  • Glue it is also possible to use Glue to work to achieve absolute tightness.
  • the support device 30 has a support layer 7 and above that Humus layer 9 with turf. 1 the turf covers almost the entire area of the Track body, except for narrow strips along the rails 10. These strips are through the tops 39 of the packing 32 formed, the rest in adaptation to the grass green can be colored and have a certain tendency to Have humus layer 9 towards rainwater from the rail into the turf.
  • the cavity 31 is elongated, so that no location accuracy when attaching the Fastening heads 21 is necessary (tolerance insensitivity).
  • a pair of Rail foot mounting heads 21 arranged (Fig. 1), and the Rubber press plate 22 and the compensating plate 23 are used for Underlay these two mounting heads.
  • the Intermediate layer 29 individually for each fastening head 21 appropriate.
  • the rail feet 13 are accordingly at intervals supported and clamped from 3 meters at two points. In The distance between curves can be reduced to 1.50 m. If the tie rods 3 are omitted, one will also smaller distance between the fastening points 20 prefers. It is possible to use the remaining cavities to fill a vibration damping layer, the one greater flexibility than the compensating plates 23 or Have rubber press plate 22.
  • Fig. 5 shows the cross section of two parallel Rail tracks 1 on a track substructure 2 and with Curbs.
  • the track substructure 2 contains one layer Frost protection material 4, track ballast 5 and embedded in it Concrete sleepers 6.
  • the spaces between the rails are with a Filled growth layer 7, under which there is still a filter fleece 8 can be located.
  • grass can grow on layer 7.
  • the Rails 10 have a cross section according to Vignol, but it could tram grooved rails can also be used.
  • the rails 10 are flanked by beam-like molded parts 30, which are over two Adjacent concrete sleepers 6 extend and each blunt abut each other so that next to the rails 10 a continuous path is formed for driving on by a frosted road vehicle.
  • FIG. 6 shows an enlarged detail from FIG. 5 in the area of a Rail 10.
  • the rail 10 has one Rail head 11, a rail web 12 and a rail foot 13 with Formation of rail chambers 14, of which the left rail chamber is occupied by the beam-like molded part 30.
  • the rail foot 13 rests with the interposition of a rubber or plastic layer 22 on the Concrete sleeper 6 and is in pairs by means of rail foot clamping devices 20 attached to the respective threshold 6.
  • Each Clamping device 20 contains a screw 25, a clamping plate or Tension spring 27 and an abutment 19.
  • the screw head 28 and the Tension spring 27 form a clamp head 21 during the screw shaft 25 can be referred to as terminal anchoring.
  • the rail foot 13 is usually countered with two clamps 20 on each side the threshold 6 is pressed and the cavity 31 offers space for two adjacent terminal heads 21.
  • the bar-like Molded parts 30 In cross section through the cavity 31, the bar-like Molded parts 30 to a certain extent three legs 32, 33 and 34, of which the leg 32 is the relevant chamber 14 of the rail 10 is adapted and the leg 33 with a foot 37 has just the height to itself support the threshold 6 and the top 39 of the To keep connecting leg 34 in the plane of the track.
  • the Training and the dimensions of the beam-like moldings 30 provide also for that the leg 32 in the chamber 14 after-done Assembly jams and at the same time the cavity 31 against the ingress of Wasers is sealed.
  • the correct compliance is used Material for the beam-like moldings 30 of some importance.
  • the molded parts 30 are crushed as pressed parts from recycled Used rubber and polyurethane manufactured under high pressure and heat, so that their dimensions have only small tolerance fluctuations.
  • the rubber content is about 90%, the PU content can be less than 10%
  • the rest can dye or the like. his. It has been found that under these mixing ratios of the shaped bodies 30 are both sufficient Flexibility for clamping engagement and sealing in chamber 14 as well as sufficient resilience when driving on the surface 39 through Has road vehicles.
  • Tram tracks 10 are usually 1.435 m apart from each other. This is also the order of magnitude of the track width of Road vehicles. So after crossing the curb you can drive such road vehicles along the tracks 1, the Support wheels on the beam-like shaped parts 30, which support beams form between the thresholds 6. It has been shown that the Deflection of the molded parts remains sufficiently small so that the Do not slip leg 32 out of the chambers 14.
  • the rail track according to the invention has the following advantages: it has a sound-absorbing effect, ie the structure-borne and airborne noise excited by moving trams is prevented from spreading into the environment; it enables the open construction or one with a solid carriageway to be covered with a growth layer (grass track); it represents a certain electrical insulation from the environment, ie it is prevented that when the tracks are covered with a growth layer, the return of the residual current through the rail to the substation is above the prescribed guide values, which otherwise leads to an increased formation of stray currents, which cause increased corrosion on the rails themselves, but also on the surrounding conductive parts, e.g. metal pipes, metal masts or the like, so that over time there is a risk of early destruction of the parts.
  • a sound-absorbing effect ie the structure-borne and airborne noise excited by moving trams is prevented from spreading into the environment
  • it enables the open construction or one with a solid carriageway to be covered with a growth layer (grass track)
  • it represents a certain electrical insulation from the
  • the track fastening device is opposite Protected from the weather, because the heads of fastening screws or the like are covered.
  • the maintenance work becomes significant simplified compared to the case where the space between the Rails is completely covered by lawn, namely that Mowing with the appropriate machines is not complete Rail head can be done.
  • the lawn only begins at an appropriate distance from the rail and can be light and clean get cut. It is avoided that the lawn on the Rail head hangs up, resulting in uncontrolled braking of the tram would lead.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)

Claims (14)

  1. Voie de chemin de fer présentant les caractéristiques suivantes :
    une construction de support de la voie (2) ;
    deux rails (10) qui présentent un champignon de rail (11), une âme de rail (12) et un patin de rail (13) en formant des chambres de rail (14) et sont fixés à la construction de support (2), en respectant entre deux rails un écart préalablement défini, au moyen de dispositifs de fixation des patins de rail (20), lesquels dispositifs présentent une tête de serrage (21) et un ancrage (25), et des dispositifs de remplissage des chambres de rail, qui comportent des éléments de remplissage (32) en forme de barres, possèdent une largeur grâce à laquelle ils arrivent jusqu'aux dispositifs de fixation des patins de rail (20) et une hauteur allant au moins jusque sous les champignons de rail (11), les éléments de remplissage (12) possédant respectivement sur leur côté opposé à la chambre (14) un ou plusieurs évidements inférieurs ouverts (31, 31a) qui forment des cavités de réception des têtes (21) des dispositifs de fixation concernés (20), et les dispositifs de remplissage des chambres de rail étant conçus avec des capots (33) qui sont respectivement reliés à un élément de remplissage (32) correspondant et présentent chacun un empattement (37) permettant un étaiement au niveau de la construction de support de la voie (2),
    caractérisée en ce que
    les dispositifs de remplissage des chambres de rail sont formés de pièces moulées (30) en forme de poutre, orientées dans la direction longitudinale des rails, qui sont respectivement ajustées, au niveau d'un côté, au contour des rails (10) afin de remplir la chambre de rail (14) respective, et qui se composent essentiellement de caoutchouc régénéré déchiqueté avec un lien de polyuréthane et forment par eux-mêmes au voisinage des rails (10) une voie continue permettant de faire rouler un véhicule routier bandagé présentant une portance suffisante, la construction ouverte ou une telle construction avec voie fixe ou avec une couche de croissance (7, 9) entre les pièces moulées (30) opposées en forme de poutre pouvant être appliquée dans le cas de la voie ferrée.
  2. Voie ferrée selon la revendication 1, caractérisée en ce que les pièces moulées (30) en forme de poutre sont conçues en une seule pièce.
  3. Voie ferrée selon la revendication 2, caractérisée en ce que les pièces moulées (30) en forme de poutre adjacentes, dans la direction longitudinale, sont reliées ensemble par des conceptions de rainure ou de rainure-clavette.
  4. Voie ferrée selon l'une des revendications 1 à 3, caractérisée en ce que les pièces moulées (30) en forme de poutre peuvent être collées dans les chambres de rail (14).
  5. Voie ferrée selon l'une des revendications 1 à 4, caractérisée en ce que les évidements inférieurs ouverts (31) des pièces moulées (30) en forme de poutre présentent respectivement des dimensions au moins égales à 25 cm de long, 5,5 cm de haut, et 7 cm ou 11 cm de large respectivement au niveau du sommet et de la base de l'évidement (31).
  6. Voie ferrée selon l'une des revendications 1 à 5, caractérisée en ce que les évidements inférieurs ouverts (31) présentent une forme ovale allongée.
  7. Voie ferrée selon l'une des revendications 1 à 6, caractérisée en ce que les pièces moulées en forme de poutre se composent d'un élément de remplissage (32) et d'un capot (33), le raccordement entre élément de remplissage (32) et capot (33) se faisant par une conception de rainure ou de rainure-clavette permettant l'engrènement dans les conceptions correspondantes de l'élément de remplissage.
  8. Voie ferrée selon l'une des revendications 1 à 7, caractérisée en ce que la construction de support de la voie (2) comporte des traverses (6) et en ce que la longueur des pièces moulées (30) en forme de poutre correspond à deux espacements de traverse.
  9. Voie ferrée selon l'une des revendications 1 à 7, caractérisée en ce que, dans le cas où la voie comporte des entretoises de contre-rail (3), la longueur des pièces moulées (30) en forme de poutre correspond à l'espacement entre les entretoises de contre-rail (3).
  10. Voie ferrée selon l'une des revendications 1 à 9, caractérisée en ce qu'entre les patins de rail (13) et la construction de support de la voie (2) est prévue une couche d'amortissement des vibrations réalisée dans un matériau pouvant être localement aggloméré.
  11. Voie ferrée selon l'une des revendications 1 à 10, caractérisée en ce que les dispositifs de fixation des patins de rail (20) comportent une clavette (25) dans une goupille (26) électriquement isolante, et en ce que la tête de serrage (21) est séparée du patin de rail (13) et de la construction de support de la voie (6) par une couche intermédiaire électriquement isolante (22, 23, 29).
  12. Voie ferrée selon l'une des revendications 1 à 11, caractérisée en ce que, concernant les rails (10), il s'agit de rails à patins.
  13. Voie ferrée selon l'une des revendications 1 à 11, caractérisée en ce que, concernant les rails (10), il s'agit de rails à ornières pour tramway.
  14. Voie ferrée selon l'une des revendications 1 à 13, caractérisée par une couche (9) recouverte de gazon.
EP95119431A 1994-12-16 1995-12-12 Voie de chemin de fer utilisée plus particulièrement sur terrain gazonné Expired - Lifetime EP0726359B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE9420123U DE9420123U1 (de) 1994-12-16 1994-12-16 Schienengleis, insbesondere für Rasen und mit Rillenschienen
DE9420123U 1994-12-16
DE9420124U DE9420124U1 (de) 1994-12-16 1994-12-16 Gleisstraße, insbesondere mit Rasen und mit Querschwellen
DE9420124U 1994-12-16

Publications (3)

Publication Number Publication Date
EP0726359A2 EP0726359A2 (fr) 1996-08-14
EP0726359A3 EP0726359A3 (fr) 1997-01-29
EP0726359B1 true EP0726359B1 (fr) 2000-05-31

Family

ID=25962727

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95119431A Expired - Lifetime EP0726359B1 (fr) 1994-12-16 1995-12-12 Voie de chemin de fer utilisée plus particulièrement sur terrain gazonné

Country Status (3)

Country Link
EP (1) EP0726359B1 (fr)
CZ (1) CZ286554B6 (fr)
DE (1) DE59508424C5 (fr)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6471138B1 (en) 1998-10-16 2002-10-29 Phoenix Aktiengesellschaft Electrically insulating rail system
EP1275779A2 (fr) 2001-07-10 2003-01-15 Berthold Dipl.-Ing. Adler Voie ferrée recouverte
DE202008008139U1 (de) 2008-06-19 2009-10-29 Edilon Sedra Gmbh Schalldämpfender Formkörper mit Sandauffangwanne
DE102009030535A1 (de) 2009-06-24 2010-12-30 Edilon Sedra Gmbh Mehrteilige Schienenkammerfülleinrichtung
EP2706144A2 (fr) 2012-09-07 2014-03-12 HET Elastomertechnik GmbH Elément de remplissage d'une chambre de rail
DE202015106173U1 (de) 2015-10-09 2017-01-12 Het Elastomertechnik Gmbh Schienenlamellenfüllsystem
WO2017129150A1 (fr) * 2016-01-26 2017-08-03 Jan Eisenreich Voie de chemin de fer ou de tramway

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19706707A1 (de) * 1997-02-20 1998-09-03 Contitech Transportbandsysteme Schienensteg-Bedämpfungselement
DE29820280U1 (de) * 1998-11-12 1999-01-07 Herold, Andreas, 99423 Weimar Erschütterungsdämpfer
BE1013537A3 (nl) 2000-05-25 2002-03-05 Composite Damping Material Nv Werkwijze en strook voor het uitlijnen van een geluidsarme spoorlijn.
DE102004006792B4 (de) * 2004-02-12 2006-11-09 Bermüller & Co. GmbH Kammerfülleinrichtung
DE102004031075A1 (de) 2004-06-27 2006-01-12 Sedra Gmbh Mehrteiliges Kammerfüllelement für Rasengleise
FR2872829B1 (fr) * 2004-07-06 2012-10-12 Sateba Systeme Vagneux Procede de pose de voie ferree encastree, moyens pour sa mise en oeuvre et voie ferree obtenue
CZ303755B6 (cs) * 2008-11-18 2013-04-24 Sedlácek@Martin Zádlazbová deska, zvláste pro zádlazbu kolejového rostu
RU2638877C1 (ru) * 2016-08-03 2017-12-18 Галина Евгеньевна Пикулева Сборное железобетонное покрытие путей и фиксатор для него
RU176029U1 (ru) * 2016-08-03 2017-12-26 Галина Евгеньевна Пикулева Фиксатор для сборного железобетонного покрытия путей
ES2684844B1 (es) * 2017-03-31 2019-07-09 Metropolitano De Tenerife S A Dispositivo aislante extraible para carriles de garganta de vias urbanas de ferrocarril
DE102017127585A1 (de) 2017-11-22 2019-05-23 Het Elastomertechnik Gmbh Brandhemmendes Schienenkammerfüllelement und Elastomerformteil

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3345388A1 (de) * 1983-12-15 1985-06-27 Phoenix Ag, 2100 Hamburg Elastisches stuetzlager fuer schienen von strassenbahnen
DE8520560U1 (de) * 1985-07-17 1985-09-12 Phoenix Ag, 2100 Hamburg Spurrillen-Dichtprofil
US4793545A (en) * 1987-07-14 1988-12-27 Construction Polymers Company Embedded track assembly
ATE86695T1 (de) * 1990-01-31 1993-03-15 Phoenix Ag Spurrillen-dichtvorrichtung.
EP0593608A1 (fr) * 1991-07-11 1994-04-27 Jenbacher Energiesysteme Aktiengesellschaft Dispositif d'insonorisation pour voies ferrees
CH687260A5 (de) * 1992-12-30 1996-10-31 Umb Trading Ltd Vorrichtung zur Reduktion von Koerper- und Luftschall an Schienen.

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6471138B1 (en) 1998-10-16 2002-10-29 Phoenix Aktiengesellschaft Electrically insulating rail system
EP1275779A2 (fr) 2001-07-10 2003-01-15 Berthold Dipl.-Ing. Adler Voie ferrée recouverte
DE202008008139U1 (de) 2008-06-19 2009-10-29 Edilon Sedra Gmbh Schalldämpfender Formkörper mit Sandauffangwanne
EP2135998A1 (fr) 2008-06-19 2009-12-23 Edilon Sedra GmbH Corps de formage à isolation acoustique doté d'une cuve de réception de sable
DE102009030535A1 (de) 2009-06-24 2010-12-30 Edilon Sedra Gmbh Mehrteilige Schienenkammerfülleinrichtung
DE102009030535B4 (de) * 2009-06-24 2011-05-05 Edilon Sedra Gmbh Mehrteilige Schienenkammerfülleinrichtung
EP2706144A2 (fr) 2012-09-07 2014-03-12 HET Elastomertechnik GmbH Elément de remplissage d'une chambre de rail
DE102012017695B3 (de) * 2012-09-07 2014-04-03 Het Elastomertechnik Gmbh Schienenkammerfüllelement, zweiteiliges Schienenkammerfüllsystem, Schienengleis und Verfahren zum Einbauen von Schienenkammerfüllelementen
DE202015106173U1 (de) 2015-10-09 2017-01-12 Het Elastomertechnik Gmbh Schienenlamellenfüllsystem
DE102015117282A1 (de) 2015-10-09 2017-04-13 Het Elastomertechnik Gmbh Schienenkammerfüllsystem
WO2017129150A1 (fr) * 2016-01-26 2017-08-03 Jan Eisenreich Voie de chemin de fer ou de tramway
US11021841B2 (en) 2016-01-26 2021-06-01 Jan Eisenreich Railway or tramway track

Also Published As

Publication number Publication date
DE59508424D1 (de) 2000-07-06
EP0726359A2 (fr) 1996-08-14
DE59508424C5 (de) 2007-11-08
EP0726359A3 (fr) 1997-01-29
CZ286554B6 (cs) 2000-05-17
CZ331095A3 (en) 1996-07-17

Similar Documents

Publication Publication Date Title
EP0726359B1 (fr) Voie de chemin de fer utilisée plus particulièrement sur terrain gazonné
DE2843748A1 (de) Kreuzung zwischen strasse und eisenbahngleis
DE19646133A1 (de) Unterbau für ein Gleis für Schienenfahrzeuge
WO2000055426A2 (fr) Structure de voie comportant des rails dotes d'une couche amortissante/elastique et poses sur une couche d'appui moulee autour de la matiere amortissante/elastique
EP2758599B1 (fr) Dispositif amortisseur sonore pour rails de tramway
EP2163688B1 (fr) Trajectoire de voie ferrée à courant vagabond isolé pour véhicules sur rails
DE102015117282A1 (de) Schienenkammerfüllsystem
AT404266B (de) Schienengleicher bahnübergang
EP1275779B1 (fr) Voie ferrée recouverte
DE202015104683U1 (de) Mehrteiliges Schienenlagerungssystem
EP1331310B1 (fr) Support élastique pour un rail à gorge
EP0952252B1 (fr) Coffrage pour l'encastrement d'un rail
DE19849266A1 (de) Feste Fahrbahn für eine Straßenbahn
DE10261641A1 (de) Verfahren zum Herstellen einer Festen Fahrbahn und Fahrweg
DE102009030535B4 (de) Mehrteilige Schienenkammerfülleinrichtung
EP0814197B1 (fr) Voie à position stable à piecès préfabriquées en béton
EP1216326A1 (fr) Procede pour construire une voie insonorisee
WO2001053606A1 (fr) Element de remplissage de cavite muni d'un revetement
EP1229169B1 (fr) Joint d'étanchéité entre un rail et une surface pavée et son procédé de fabrication
AT375699B (de) Schienenanordnung, insbesondere fuer strassenbahn- gleise
AT413553B (de) Gleis für schienenfahrzeuge sowie verfahren zum herstellen eines gleises
DE10109815A1 (de) Herstellungsverfahren für eine Gleiskonstruktion mit einer in wenigstens zwei Phasen geformten Stützschicht
DE4317495A1 (de) Schwelle
DE102012017695B3 (de) Schienenkammerfüllelement, zweiteiliges Schienenkammerfüllsystem, Schienengleis und Verfahren zum Einbauen von Schienenkammerfüllelementen
DE102009044841B4 (de) Schienenfuge

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

Kind code of ref document: A2

Designated state(s): CH DE FR LI SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): CH DE FR LI SE

17P Request for examination filed

Effective date: 19970319

17Q First examination report despatched

Effective date: 19980327

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

RIN1 Information on inventor provided before grant (corrected)

Inventor name: KROEGER, THOMAS, DIPL.-ING.

Inventor name: BEINHAUER, MANFRED, DIPL.-ING.

Inventor name: EILMES, HORST DR.

Inventor name: FROTTIER, JEAN-PIERRE

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): CH DE FR LI SE

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

RIN1 Information on inventor provided before grant (corrected)

Inventor name: KROEGER, THOMAS, DIPL.-ING.

Inventor name: BEINHAUER, MANFRED, DIPL.-ING.

Inventor name: EILMES, HORST, DR.

Inventor name: FROTTIER, JEAN-PIERRE

RTI1 Title (correction)

Free format text: RAILWAY TRACK, ESPECIALLY TO BE USED AMIDST GRASS LAWNS

REF Corresponds to:

Ref document number: 59508424

Country of ref document: DE

Date of ref document: 20000706

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENTANWAELTE

ET Fr: translation filed
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
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20091218

Year of fee payment: 15

Ref country code: CH

Payment date: 20091222

Year of fee payment: 15

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

Ref country code: FR

Payment date: 20100105

Year of fee payment: 15

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

Ref country code: DE

Payment date: 20091223

Year of fee payment: 15

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: SEDRA ASPHALT-TECHNIK BIEBRICH GMBH

Free format text: SEDRA ASPHALT-TECHNIK BIEBRICH GMBH#RHEINGAUSTRASSE 75-79#65203 WIESBADEN (DE) -TRANSFER TO- SEDRA ASPHALT-TECHNIK BIEBRICH GMBH#RHEINGAUSTRASSE 75-79#65203 WIESBADEN (DE)

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20110831

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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: 20101213

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: 20101231

Ref country code: LI

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

Effective date: 20101231

Ref country code: FR

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

Effective date: 20110103

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59508424

Country of ref document: DE

Effective date: 20110701

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

Ref country code: DE

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

Effective date: 20110701