[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

EP1813723A1 - Railway track - Google Patents

Railway track Download PDF

Info

Publication number
EP1813723A1
EP1813723A1 EP06003868A EP06003868A EP1813723A1 EP 1813723 A1 EP1813723 A1 EP 1813723A1 EP 06003868 A EP06003868 A EP 06003868A EP 06003868 A EP06003868 A EP 06003868A EP 1813723 A1 EP1813723 A1 EP 1813723A1
Authority
EP
European Patent Office
Prior art keywords
rail
profile
foot
arrangement according
steel
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
EP06003868A
Other languages
German (de)
French (fr)
Other versions
EP1813723B1 (en
Inventor
Bernd Dipl.-Ing. Pahl
Frank Vanluchene
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.)
Carlisle Construction Materials GmbH
Original Assignee
Phoenix Dichtungstechnik 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 Phoenix Dichtungstechnik GmbH filed Critical Phoenix Dichtungstechnik GmbH
Publication of EP1813723A1 publication Critical patent/EP1813723A1/en
Application granted granted Critical
Publication of EP1813723B1 publication Critical patent/EP1813723B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003Means for reducing the development or propagation of noise
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00Track superstructure adapted for tramways in paved streets

Definitions

  • a generic rail arrangement is for example from the patents EP 0 707 675 B1 .
  • the single figure shows a rail arrangement 1 with a grooved rail 2, which in turn comprises a rail head 3, rail web 4 and a rail foot 5 .
  • the rail is embedded in the road surface 6 .
  • a pad 7 is disposed of elastomeric material, for the purpose of elastic mounting of the rail.
  • the base is profiled ( EP 1 121 491 B1 ) or with strand-like channels ( EP 1 025 314 B1 ) Mistake.
  • the pad engages the rail foot on both sides by means of a flange 8 which is integrally connected to the pad.
  • a steel profile 9 which extends from a pavement 10 in the corner 11 of rail web 4 and 5 rail, to form a rail mounting chamber 12.
  • the paving support for the steel profile is preferably part of a separate steel pavement edge profile 14 that forms the chamber boundary.
  • the steel profile is formed as an angle profile, which has a horizontal and sloping region. The height of the horizontal area depends on the space requirements of the rail fastening.
  • each filling profile 15 is provided with a groove 18th and a channel 19 and a plurality of retaining lips 20 and 21 , each extending in the profile longitudinal direction.
  • Each steel section 9 is cushioned in the corner region 11 of the rail web 4 and rail 5 with a base profile 22 made of elastomeric material.
  • the foot profile is provided with a running in the profile longitudinal slot 23 which engages around one end of the steel profile.
  • a rail foot gap 24 is provided as part of the rail mounting chamber 12 .
  • Due to the rail web chamber 17 has the base profile also no contact with the filling profile 15. All elastomeric components, namely base 7, filler section 15 and the base profile 22, are thus arranged separately and meet in this way advantageously their respective functions.
  • the novel foot profile 22 forms the prerequisite for improved electrical insulation.
  • this structural measure is associated with an increase in the electrical insulation and a reduction of the structure-borne noise emissions.
  • the electrical insulation can be additionally increased if at least the base profile 22, in particular additionally the base 7 and the filling profile 15, consist of an electrically insulating material.
  • the base 7, the filling profile 15 and foot profile 22 are made of a vulcanized rubber mixture based on styrene-butadiene rubber (SBR) or its blends with other types of rubber, for example, a blend with butadiene rubber (BR) or nitrile rubber (NBR) below Formation of blends SBR / BR or SBR / NBR.
  • SBR styrene-butadiene rubber
  • BR butadiene rubber
  • NBR nitrile rubber

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Moving Of Heads (AREA)
  • Insulated Conductors (AREA)
  • Seats For Vehicles (AREA)
  • Walking Sticks, Umbrellas, And Fans (AREA)

Abstract

The tram rail mounting system comprises an elastomer mat (7) which fits under the rail foot (5). Elastomer profiles (15) fit on either side of the rail, between its head (3) and the edges of the groove in the road in which the rail is mounted. The bases of the profiles rest on angled brackets (9) with elastomer sleeves (23) between their bases and the top of the rail foot.

Description

Die Erfindung betrifft eine Schienenanordnung für in Straßendecken eingebettete Schienen, bestehend wenigstens aus:

  • einer Schiene, insbesondere Rillenschiene, umfassend einen Schienenkopf, Schienensteg und Schienenfuß, wobei vorzugsweise unterhalb des Schienenfußes eine Unterlage aus elastomerem Werkstoff angeordnet ist;
  • zwei Kammern, die beidseitig zwischen der Schiene und der Straßendecke vorhanden sind, wobei sich in jeder Kammer ein Füllprofil aus elastomerem Werkstoff befindet, das in Profillängsrichtung insbesondere wenigstens eine Nut und/oder einen Kanal sowie Haltelippen aufweist; sowie
  • beidseitig in Abstand angeordnete Schienenbefestigungen.
The invention relates to a rail arrangement for rails embedded in road surfaces, comprising at least:
  • a rail, in particular grooved rail, comprising a rail head, rail web and rail foot, wherein preferably a pad made of elastomeric material is arranged below the rail foot;
  • two chambers, which are present on both sides between the rail and the road surface, wherein in each chamber is a filling profile of elastomeric material having in the profile longitudinal direction in particular at least one groove and / or channel and retaining lips; such as
  • on both sides spaced rail fasteners.

Eine gattungsgemäße Schienenanordnung ist beispielsweise aus den Patentschriften EP 0 707 675 B1 , EP 1 025 314 B1 und EP 1 121 491 B1 bekannt.A generic rail arrangement is for example from the patents EP 0 707 675 B1 . EP 1 025 314 B1 and EP 1 121 491 B1 known.

Bei Gleissystemen in Straßendecken gemäß dem Stand der Technik muss bei der Erneuerung der Schienen zumeist die Straßendecke aufgebrochen werden. Zumindest ist eine Demontage des Gleises ohne erhebliche Zerstörung der Straßendecke bislang nicht möglich. Hiermit sind hohe Kosten sowie ein nicht mehr vertretbarer Zeitaufwand verbunden.In railway track systems according to the prior art, when the rails are renewed, it is usually necessary to break up the road surface. At least disassembly of the track without substantial destruction of the road surface is not yet possible. This involves high costs and an unreasonable expenditure of time.

Im Hintergrund der oben genannten Problematik besteht nun die Aufgabe darin, eine Schienenanordnung bereitzustellen, bei der die Austauschbarkeit von Schienen in der Straße ohne Zerstörung des Straßenbelages möglich ist. Außerdem soll hiermit zusätzlich ein Weg zur Erhöhung der elektrischen Isolation und Reduzierung der Körperschallimmissionen erschlossen werden.In the background of the above problem, the object is now to provide a rail arrangement in which the interchangeability of rails in the road without destruction of the road surface is possible. In addition, this is also a way to increase the electrical insulation and reduce the structure-borne noise emissions are opened.

Gelöst wird diese Aufgabe gemäß Kennzeichen des Patentanspruches 1 dadurch, dass

  • jedes Füllprofil auf einem Stahlprofil aufsitzt, das von einer Straßenbelagauflage in Richtung Eckbereich von Schienensteg und Schienenfuß verläuft, und zwar unter Ausbildung einer Schienenbefestigungskammer; wobei
  • jedes Stahlprofil im Eckbereich von Schienensteg und Schienenfuß mit einem Fußprofil aus elastomerem Werkstoff abgefedert ist.
This object is achieved according to the characterizing part of claim 1, characterized in that
  • each filling profile is seated on a steel profile which extends from a paving support towards the corner region of rail web and rail foot, forming a rail fastening chamber; in which
  • Each steel profile in the corner area of rail web and rail foot is cushioned with a foot profile of elastomeric material.

Zweckmäßige Ausgestaltungen der Erfindung sind in den abhängigen Patentansprüchen 2 bis 10 genannt.Advantageous embodiments of the invention are mentioned in the dependent claims 2 to 10.

Die Erfindung wird nun anhand eines Ausführungsbeispieles unter Bezugnahme auf eine schematische Zeichnung erläutert. Als Schienenanordnung wird dabei das Umfeld einer Einzelschiene angesehen. Für die zweite parallel verlaufende Schiene gilt das gleiche Umfeld, und zwar unabhängig davon, ob es sich um eine eingleisige oder zweigleisige Strecke handelt.The invention will now be explained with reference to an embodiment with reference to a schematic drawing. As a rail arrangement while the environment of a single rail is considered. The same environment applies to the second parallel rail, regardless of whether it is a single track or a double track.

Die einzige Abbildung zeigt eine Schienenanordnung 1 mit einer Rillenschiene 2, die wiederum einen Schienenkopf 3, Schienensteg 4 und einen Schienenfuß 5 umfasst. Die Schiene ist dabei in die Straßendecke 6 eingebettet.The single figure shows a rail arrangement 1 with a grooved rail 2, which in turn comprises a rail head 3, rail web 4 and a rail foot 5 . The rail is embedded in the road surface 6 .

Unterhalb des Schienenfußes 5 ist eine Unterlage 7 aus elastomerem Werkstoff angeordnet, und zwar zwecks elastischer Lagerung der Schiene. Die Unterlage ist dabei profiliert ( EP 1 121 491 B1 ) oder mit strangförmig verlaufenden Kanälen ( EP 1 025 314 B1 ) versehen. Die Unterlage umgreift dabei den Schienenfuß beidseitig mittels eines Flansches 8, der einstückig mit der Unterlage verbunden ist.Below the rail base 5 , a pad 7 is disposed of elastomeric material, for the purpose of elastic mounting of the rail. The base is profiled ( EP 1 121 491 B1 ) or with strand-like channels ( EP 1 025 314 B1 ) Mistake. The pad engages the rail foot on both sides by means of a flange 8 which is integrally connected to the pad.

Von wesentlicher Bedeutung ist der Einbau eines Stahlprofils 9, das von einer Straßenbelagauflage 10 in Richtung Eckbereich 11 von Schienensteg 4 und Schienenfuß 5 verläuft, und zwar unter Ausbildung einer Schienenbefestigungskammer 12. In dieser Kammer befindet sich die Schienenbefestigung 13, die wegen des zur Verfügung stehenden Freiraumes variabel gestaltet werden kann. Die Straßenbelagauflage für das Stahlprofil ist vorzugsweise ein Teil eines separaten Straßenbelagrandprofils 14 aus Stahl, das die Kammerbegrenzung bildet. Das Stahlprofil ist als Winkelprofil ausgebildet, das einen horizontalen und abfallenden Bereich aufweist. Die Höhe des horizontalen Bereiches richtet sich nach dem Raumbedarf der Schienenbefestigung aus.Of essential importance is the installation of a steel profile 9, which extends from a pavement 10 in the corner 11 of rail web 4 and 5 rail, to form a rail mounting chamber 12. In this chamber is the rail mounting 13, because of the available Freiraumes can be made variable. The paving support for the steel profile is preferably part of a separate steel pavement edge profile 14 that forms the chamber boundary. The steel profile is formed as an angle profile, which has a horizontal and sloping region. The height of the horizontal area depends on the space requirements of the rail fastening.

Auf dem Stahlprofil sitzt nun innerhalb seines horizontalen Bereiches das Füllprofil 15 aus elastomerem Werkstoff auf, das die Kammer 16 partiell ausfüllt, indem es nicht bis an den Schienensteg 4 reicht, und zwar unter Ausbildung einer Schienenstegkammer 17. Jedes Füllprofil 15 ist mit einer Nut 18 und einem Kanal 19 und mehreren Haltelippen 20 und 21 ausgestattet, die jeweils in Profillängsrichtung verlaufen.On the steel profile now sits within its horizontal region on the filling profile 15 of elastomeric material, which partially fills the chamber 16 by not reaching to the rail web 4 , to form a rail web chamber 17. Each filling profile 15 is provided with a groove 18th and a channel 19 and a plurality of retaining lips 20 and 21 , each extending in the profile longitudinal direction.

Jedes Stahlprofil 9 ist im Eckbereich 11 vom Schienensteg 4 und Schienenfuß 5 mit einem Fußprofil 22 aus elastomerem Werkstoff abgefedert. Zwecks Verankerung ist das Fußprofil mit einem in Profillängsrichtung verlaufenden Schlitz 23 versehen, der das eine Ende des Stahlprofils umgreift. Zwischen diesem Fußprofil und dem Flansch 8 ist ein Schienenfußspalt 24 als Teil der Schienenbefestigungskammer 12 vorhanden. Es erfolgt also auf diese Weise eine Trennung von Unterlage 7 und Fußprofil 22. Bedingt durch die Schienenstegkammer 17 hat das Fußprofil ferner keinen Kontakt mit dem Füllprofil 15. Sämtliche Elastomerbauteile, nämlich Unterlage 7, Füllprofil 15 und Fußprofil 22, sind somit getrennt angeordnet und erfüllen auf diese Weise in vorteilhafter Weise ihre jeweiligen Funktionen. Das neuartige Fußprofil 22 bildet dabei die Voraussetzung für eine verbesserte elektrische Isolation.Each steel section 9 is cushioned in the corner region 11 of the rail web 4 and rail 5 with a base profile 22 made of elastomeric material. For anchoring the foot profile is provided with a running in the profile longitudinal slot 23 which engages around one end of the steel profile. Between this foot profile and the flange 8 , a rail foot gap 24 is provided as part of the rail mounting chamber 12 . Thus, there is in this way a separation of pad 7 and the base profile 22. Due to the rail web chamber 17 has the base profile also no contact with the filling profile 15. All elastomeric components, namely base 7, filler section 15 and the base profile 22, are thus arranged separately and meet in this way advantageously their respective functions. The novel foot profile 22 forms the prerequisite for improved electrical insulation.

Mit diesem neuartigen Gesamtaufbau der Schienenanordnung 1 ist nun eine leichte Austauschbarkeit der Schienen gewährleistet. Außerdem sind mit dieser baulichen Maßnahme eine Erhöhung der elektrischen Isolation sowie eine Reduzierung der Körperschallimmissionen verbunden.With this novel overall structure of the rail assembly 1 now easy replacement of the rails is guaranteed. In addition, this structural measure is associated with an increase in the electrical insulation and a reduction of the structure-borne noise emissions.

Die elektrische Isolation kann zusätzlich erhöht werden, wenn zumindest das Fußprofil 22, insbesondere zusätzlich die Unterlage 7 sowie das Füllprofil 15, aus einem elektrisch isolierenden Werkstoff bestehen.The electrical insulation can be additionally increased if at least the base profile 22, in particular additionally the base 7 and the filling profile 15, consist of an electrically insulating material.

Die Unterlage 7, das Füllprofil 15 und Fußprofil 22 bestehen aus einer vulkanisierten Kautschukmischung auf der Basis von Styrol-Butadien-Kautschuk (SBR) oder dessen Verschnitte mit anderen Kautschuktypen, beispielsweise ein Verschnitt mit Butadien-Kautschuk (BR) oder Nitrilkautschuk (NBR) unter Bildung der Verschnitte SBR/BR bzw. SBR/NBR.The base 7, the filling profile 15 and foot profile 22 are made of a vulcanized rubber mixture based on styrene-butadiene rubber (SBR) or its blends with other types of rubber, for example, a blend with butadiene rubber (BR) or nitrile rubber (NBR) below Formation of blends SBR / BR or SBR / NBR.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

11
Schienenanordnungrail arrangement
22
Schiene (Rillenschiene)Rail (grooved rail)
33
Schienenkopfrailhead
44
Schienenstegrail web
55
Schienenfußrail
66
Straßendeckepavement
77
Unterlage aus elastomerem Werkstoff (elastische Unterlage)Pad made of elastomeric material (elastic pad)
88th
Flanschflange
99
Stahlprofilsteel section
1010
Straßenbelagauflage (Stahlprofilsitz)Paving pad (steel profile seat)
1111
Eckbereichcorner
1212
Schienenbefestigungskammer (Unterkammer)Rail mounting chamber (lower chamber)
1313
Schienenbefestigungrail fastening
1414
Straßenbelagrandprofil aus StahlRoad pavement edge profile made of steel
1515
Füllprofil aus elastomerem WerkstoffFilling profile made of elastomeric material
1616
Kammer (Hauptkammer)Chamber (main chamber)
1717
SchienenstegkammerRail web chamber
1818
Nutgroove
1919
Kanalchannel
2020
Haltelipperetaining lip
2121
Haltelipperetaining lip
2222
Fußprofil aus elastomerem WerkstoffBase profile made of elastomeric material
2323
Schlitzslot
2424
SchienenfußspaltSchienenfußspalt

Claims (10)

Schienenanordnung (1) für in Straßendecken (6) eingebettete Schienen, bestehend wenigstens aus: - einer Schiene (2), insbesondere Rillenschiene, umfassend einen Schienenkopf (3), Schienensteg (4) und Schienenfuß (5), wobei vorzugsweise unterhalb des Schienenfußes eine Unterlage (7) aus elastomerem Werkstoff angeordnet ist; - zwei Kammern (16), die beidseitig zwischen der Schiene (2) und der Straßendecke (6) vorhanden sind, wobei sich in jeder Kammer ein Füllprofil (15) aus elastomerem Werkstoff befindet, das in Profillängsrichtung insbesondere wenigstens eine Nut (18) und/oder einen Kanal (19) sowie Haltelippen (20, 21) aufweist; sowie - beidseitig in Abstand angeordnete Schienenbefestigungen (13); dadurch gekennzeichnet, dass - jedes Füllprofil (15) auf einem Stahlprofil (9) aufsitzt, das von einer Straßenbelagauflage (10) in Richtung Eckbereich (11) von Schienensteg (4) und Schienenfuß (5) verläuft, und zwar unter Ausbildung einer Schienenbefestigungskammer (12); wobei - jedes Stahlprofil (9) im Eckbereich (11) von Schienensteg (4) und Schienenfuß (5) mit einem Fußprofil (22) aus elastomerem Werkstoff abgefedert ist. Rail arrangement (1) for rails embedded in road surfaces (6), comprising at least: - A rail (2), in particular grooved rail, comprising a rail head (3), rail web (4) and rail foot (5), wherein preferably below the rail foot a pad (7) is arranged made of elastomeric material; - Two chambers (16) which are provided on both sides between the rail (2) and the road surface (6), wherein in each chamber a filling profile (15) made of elastomeric material is in the profile longitudinal direction in particular at least one groove (18) and / or a channel (19) and retaining lips (20, 21); such as - On both sides spaced rail fasteners (13); characterized in that - Each filling profile (15) on a steel profile (9) is seated extending from a paving support (10) in the corner (11) of rail web (4) and rail (5), to form a rail mounting chamber (12); in which - Each steel profile (9) in the corner (11) of rail web (4) and rail foot (5) with a foot profile (22) made of elastomeric material is sprung. Schienenanordnung nach Anspruch 1, dadurch gekennzeichnet, dass das Stahlprofil (9) ein Winkelprofil ist, das einen horizontalen Bereich, auf dem das Füllprofil (15) aufsitzt, und einen in Richtung Eckbereich (11) von Schienensteg (4) und Schienenfuß (5) abfallenden Bereich aufweist.Rail arrangement according to claim 1, characterized in that the steel profile (9) is an angle profile which has a horizontal region on which the filling profile (15) is seated, and a railing (4) and rail foot (5) in the direction of the corner region (11). sloping area has. Schienenanordnung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das auf dem Stahlprofil (9) aufsitzende Füllprofil (15) nicht bis an den Schienensteg (4) reicht, und zwar unter Ausbildung einer Schienenstegkammer (17).Rail arrangement according to claim 1 or 2, characterized in that on the steel profile (9) seated filling profile (15) does not extend to the rail web (4), to form a rail web chamber (17). Schienenanordnung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Straßenbelagauflage (10) für das Stahlprofil (9) ein Teil eines separaten Straßenbelagrandprofils (14) aus Stahl ist.Rail arrangement according to one of claims 1 to 3, characterized in that the paving support (10) for the steel profile (9) is part of a separate road pavement edge profile (14) made of steel. Schienenanordnung nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Fußprofil (22) mit einem in Profillängsrichtung verlaufenden Schlitz (23) versehen ist, der das eine Ende des Stahlprofils (9) umgreift.Rail arrangement according to one of claims 1 to 4, characterized in that the foot profile (22) is provided with a profile extending in the longitudinal direction slot (23) which engages around one end of the steel profile (9). Schienenanordnung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, die Unterlage (7) den Schienenfuß (5) beidseitig mittels eines Flansches (8) umgreift.Rail arrangement according to one of claims 1 to 5, characterized in that the base (7) engages around the rail foot (5) on both sides by means of a flange (8). Schienenanordnung nach Anspruch 6, dadurch gekennzeichnet, dass der Flansch (8) den Schienenfuß (5) nur partiell umgreift, so dass zwischen dem Flansch und dem Fußprofil (22) ein Schienenfußspalt (24) als Teil der Schienenbefestigungskammer (12) entsteht.Rail arrangement according to claim 6, characterized in that the flange (8) only partially surrounds the rail foot (5), so that a rail foot gap (24) is formed between the flange and the foot profile (22) as part of the rail fastening chamber (12). Schienenanordnung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass wenigstens das Fußprofil (22) für das Stahlprofil (9) aus einem elektrisch isolierenden Werkstoff besteht.Rail arrangement according to one of claims 1 to 7, characterized in that at least the foot profile (22) for the steel profile (9) consists of an electrically insulating material. Schienenanordnung nach Anspruch 8, dadurch gekennzeichnet, dass die Unterlage (7), das Füllprofil (15) und das Fußprofil (22) aus einem elektrisch isolierenden Werkstoff bestehen.Rail arrangement according to claim 8, characterized in that the base (7), the filling profile (15) and the foot profile (22) consist of an electrically insulating material. Schienenanordnung nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Unterlage (7), das Füllprofil (15) und das Fußprofil (22) aus einer vulkanisierten Kautschukmischung auf Basis von Styrol-Butadien-Kautschuk (SBR) oder dessen Verschnitte bestehen.Rail arrangement according to one of claims 1 to 9, characterized in that the base (7), the filling profile (15) and the foot profile (22) consist of a vulcanized rubber mixture based on styrene-butadiene rubber (SBR) or its blends.
EP06003868A 2006-01-26 2006-02-25 Rail arrangement Not-in-force EP1813723B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006003698A DE102006003698A1 (en) 2006-01-26 2006-01-26 rail arrangement

Publications (2)

Publication Number Publication Date
EP1813723A1 true EP1813723A1 (en) 2007-08-01
EP1813723B1 EP1813723B1 (en) 2008-12-17

Family

ID=36686040

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06003868A Not-in-force EP1813723B1 (en) 2006-01-26 2006-02-25 Rail arrangement

Country Status (3)

Country Link
EP (1) EP1813723B1 (en)
AT (1) ATE417958T1 (en)
DE (2) DE102006003698A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013011451A1 (en) 2013-07-10 2015-01-29 Carl Freudenberg Kg Filling profile for railway tracks
CN105040535A (en) * 2015-08-28 2015-11-11 江阴海达橡塑股份有限公司 Protection rubber strip of groove rail flangeway
ES2684844A1 (en) * 2017-03-31 2018-10-04 Metropolitano de Tenerife, S.A. INSTRUMENT INSTRUMENT REMOVABLE FOR THROAT RAILS OF URBAN RAILROADS (Machine-translation by Google Translate, not legally binding)
DE202019101675U1 (en) 2019-03-25 2019-05-02 Zugluft Gmbh Restflächenabdeckung with an adaptable to an outer contour of a vehicle sealing element
US11047093B2 (en) * 2017-10-13 2021-06-29 Alstom Transport Technologies Sealing device for a railway
CN118345667A (en) * 2024-06-18 2024-07-16 中电建成都建设投资有限公司 Noise reduction railway track and system

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0440159A1 (en) * 1990-01-31 1991-08-07 Phoenix Aktiengesellschaft Sealing device for track gap
DE19801583A1 (en) * 1998-01-19 1999-07-29 Schreck Mieves Gmbh Composite rail for railway track
EP0707675B1 (en) 1994-05-05 2001-03-28 Phoenix Aktiengesellschaft Rail arrangement
WO2001053606A1 (en) * 2000-01-17 2001-07-26 Sedra Asphalt Technik Biebrich Gmbh Cavity filling element provided with a sheathing
EP1331310A2 (en) * 2002-01-24 2003-07-30 Getzner Werkstoffe Holding GmbH Elastical support system for a grooved rail
EP1025314B1 (en) 1997-10-21 2003-08-06 Phoenix Aktiengesellschaft Rail system
EP1121491B1 (en) 1998-10-16 2004-05-26 Phoenix Aktiengesellschaft Electrically insulating rail system
EP1609909A2 (en) * 2004-06-27 2005-12-28 Sedra GmbH Multi-piece chamber filling element for lawn railway tracks

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0440159A1 (en) * 1990-01-31 1991-08-07 Phoenix Aktiengesellschaft Sealing device for track gap
EP0707675B1 (en) 1994-05-05 2001-03-28 Phoenix Aktiengesellschaft Rail arrangement
EP1025314B1 (en) 1997-10-21 2003-08-06 Phoenix Aktiengesellschaft Rail system
DE19801583A1 (en) * 1998-01-19 1999-07-29 Schreck Mieves Gmbh Composite rail for railway track
EP1121491B1 (en) 1998-10-16 2004-05-26 Phoenix Aktiengesellschaft Electrically insulating rail system
WO2001053606A1 (en) * 2000-01-17 2001-07-26 Sedra Asphalt Technik Biebrich Gmbh Cavity filling element provided with a sheathing
EP1331310A2 (en) * 2002-01-24 2003-07-30 Getzner Werkstoffe Holding GmbH Elastical support system for a grooved rail
EP1609909A2 (en) * 2004-06-27 2005-12-28 Sedra GmbH Multi-piece chamber filling element for lawn railway tracks

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013011451A1 (en) 2013-07-10 2015-01-29 Carl Freudenberg Kg Filling profile for railway tracks
DE102013011451B4 (en) 2013-07-10 2022-01-05 Carl Freudenberg Kg Filling profile for railroad tracks
CN105040535A (en) * 2015-08-28 2015-11-11 江阴海达橡塑股份有限公司 Protection rubber strip of groove rail flangeway
ES2684844A1 (en) * 2017-03-31 2018-10-04 Metropolitano de Tenerife, S.A. INSTRUMENT INSTRUMENT REMOVABLE FOR THROAT RAILS OF URBAN RAILROADS (Machine-translation by Google Translate, not legally binding)
US11047093B2 (en) * 2017-10-13 2021-06-29 Alstom Transport Technologies Sealing device for a railway
DE202019101675U1 (en) 2019-03-25 2019-05-02 Zugluft Gmbh Restflächenabdeckung with an adaptable to an outer contour of a vehicle sealing element
EP3718851A1 (en) 2019-03-25 2020-10-07 Zugluft GmbH Surface covering with a sealing element adaptable to an outer contour of a vehicle
CN118345667A (en) * 2024-06-18 2024-07-16 中电建成都建设投资有限公司 Noise reduction railway track and system

Also Published As

Publication number Publication date
DE502006002376D1 (en) 2009-01-29
ATE417958T1 (en) 2009-01-15
EP1813723B1 (en) 2008-12-17
DE102006003698A1 (en) 2007-08-02

Similar Documents

Publication Publication Date Title
EP1017906B1 (en) Rail system
EP1025314B1 (en) Rail system
EP1813723B1 (en) Rail arrangement
EP1121491B1 (en) Electrically insulating rail system
DE102012014500A1 (en) Rail fastening system for transition areas
EP1071852B1 (en) Rail system
EP0707675B1 (en) Rail arrangement
DE112013000862B4 (en) Track section for a rail and method for increasing the elastic support
WO1998058125A1 (en) Rail arrangement
DE2107398A1 (en) Elastic and electrically insulating fastening device for a rail
DE29510853U1 (en) Rail arrangement
EP3485089B1 (en) Damping arrangement for tracks
EP1206599B1 (en) Damping section for channel rails
DE202015106173U1 (en) Schienenlamellenfüllsystem
DE202009001787U1 (en) Continuous elastic storage of tram rails, especially in the points area
EP3045588A1 (en) Sealing arrangement between sleeper block and sleeper shoe of a railway rail system
DE19924891C1 (en) Permanent way rail mounting has acoustic dampers in the spaces under the rail and to the side of the rail with the smaller side space widening away from the rail to prevent the rail tilting out of place
DE2751346A1 (en) Railway track resonance and vibration insulating mat - has interlocking top lengthways engaging ribs and parallel bottom support ribs
DE102009030535B4 (en) Multi-part rail chamber filling device
DE8336005U1 (en) ELASTIC SUPPORT BEARING FOR RAILWAY RAILWAYS
DE102009044841B4 (en) Schienenfuge
DE4333243C2 (en) rail arrangement
EP1518963A1 (en) Damper
DE102006017330A1 (en) Support used at sides of rails of metropolitan and suburban transport systems, is made of plastic with Z-shaped profile and includes projection resting against rail head
DE29723660U1 (en) Rail arrangement

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

17P Request for examination filed

Effective date: 20060811

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: RAIL ARRANGEMENT

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 502006002376

Country of ref document: DE

Date of ref document: 20090129

Kind code of ref document: P

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

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090328

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090317

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090317

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090518

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090417

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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

Ref country code: MC

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

Effective date: 20090228

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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

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

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

26N No opposition filed

Effective date: 20090918

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20100225

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: 20100228

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090318

Ref country code: LI

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

Effective date: 20100228

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

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

Ref country code: GB

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

Effective date: 20100225

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

Ref country code: LU

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

Effective date: 20090225

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

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20090618

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20081217

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

Ref country code: NL

Payment date: 20140224

Year of fee payment: 9

Ref country code: DE

Payment date: 20140228

Year of fee payment: 9

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

Ref country code: AT

Payment date: 20140224

Year of fee payment: 9

Ref country code: BE

Payment date: 20140225

Year of fee payment: 9

Ref country code: FR

Payment date: 20140224

Year of fee payment: 9

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

Ref country code: BE

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

Effective date: 20150228

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006002376

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20150901

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

Ref country code: NL

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

Effective date: 20150901

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 417958

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150225

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20151030

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

Ref country code: AT

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

Effective date: 20150225

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: 20150901

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

Ref country code: FR

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

Effective date: 20150302