DE8811396U1 - Filling profile - Google Patents

Filling profile

Info

Publication number
DE8811396U1
DE8811396U1 DE8811396U DE8811396U DE8811396U1 DE 8811396 U1 DE8811396 U1 DE 8811396U1 DE 8811396 U DE8811396 U DE 8811396U DE 8811396 U DE8811396 U DE 8811396U DE 8811396 U1 DE8811396 U1 DE 8811396U1
Authority
DE
Germany
Prior art keywords
profile
filling
filling profile
channels
outer part
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
DE8811396U
Other languages
German (de)
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.)
Phoenix AG
Original Assignee
Phoenix AG
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 AG filed Critical Phoenix AG
Priority to DE8811396U priority Critical patent/DE8811396U1/en
Publication of DE8811396U1 publication Critical patent/DE8811396U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04Pavings for railroad level-crossings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/62Rail fastenings incorporating resilient supports
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/06Pavings adjacent tramways rails ; Pavings comprising railway tracks

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Seal Device For Vehicle (AREA)
  • Road Paving Structures (AREA)

Description

0396 Px : :'·*:-2 i·'··: *:"::": 8.9.i9aa0396 Px : :'·*:-2 i·'··: *:"::": 8.9.i9aa

FOllprofilFull profile BeschreibungDescription

Die Neuerung betrifft ein FOllprofil gemäß Oberbegriff des Anspruchs 1.The innovation relates to a FOll profile according to the preamble of claim 1.

Es ist bekannt, die seitlichen Fugen von Rillenschienen (DE-U-84 24 521, DE-U-85 27 073) und Vignolschienen (DE-U-85 20 560) durch Füllprofile aus elastomere™ Werkstoff abzudichten, um einen Querverkehr von Kraftfahrzeugen (PKW, LKW) und speziell von Zweiradfahrern zu erlauben. Um die Sturzgefahr von Zweiradfah.-örn beim Oberqueren von Rillenschienen (innerstädtischer Straßenbahnverke.(r) zu verringern, können die Rillen derartiger Schienen zusätzlich mit Füllprofilen (DE-U-87 07 445) geschlossen werden.It is known to seal the side joints of grooved rails (DE-U-84 24 521, DE-U-85 27 073) and Vignole rails (DE-U-85 20 560) with filling profiles made of elastomeric material in order to allow cross-traffic of motor vehicles (cars, trucks) and especially of cyclists. In order to reduce the risk of cyclists falling when crossing grooved rails (inner-city tram traffic), the grooves of such rails can also be closed with filling profiles (DE-U-87 07 445).

Bei den seitlichen Fugenprofilen von Vignolschienen (DE-U-85 20 560) weist das der Schienenkranzseite zugewandte Profil eine Spurrille auf, die nun eine Sturzgefahr für Zweiradfahrer in sich birgt.In the case of the side joint profiles of Vignole rails (DE-U-85 20 560), the profile facing the rail flange side has a rut, which now poses a risk of falling for cyclists.

Aufgabe der Neuerung ist es daher, das Profil nach der DE-U-85 20 560 so weiter zu entwickeln, daß einmal eine Sturzgefahr für Zweiradfahrer nicht gegeben ist und zum anderen der Spurkranz ohne zu großen Widerstand in das Profil eindringen kann. Gelöst wird diese Aufgabe durch das Kennzeichen des AnspruchsThe aim of the innovation is therefore to further develop the profile according to DE-U-85 20 560 so that, on the one hand, there is no risk of cyclists falling and, on the other hand, the wheel flange can penetrate the profile without too much resistance. This task is solved by the feature of the claim

Am Beispiel einer Kranschiene soll das neuerungsgemäße Füllprofil nSher erläutert werden.The new filling profile nSher will be explained using the example of a crane rail.

/3/3

f-—— —f-———

0396 Px ; '·' '· -'■ 3! I- : ·..··-." 8.9.19880396 Px ; '·''·-'■ 3! I- : ·..··-." 8.9.1988

Zwischen dem Schienenfuß (2) der Kranschiene (1) und dem Fundament (z. B. Hörtelschicht) (3) befindet sich eine elastische Lagerplatte (4). Die seitlichen Fugen der Kranschiene sind jeweils mit einem Füllprofil (5) verschlossen. Die Oberfläche des Profils ist mit Rillen (6) versehen, um eine verbesserte Rutschfestigkeit zu erreichen. KlemmrippenThere is an elastic bearing plate (4) between the rail foot (2) of the crane rail (1) and the foundation (e.g. Hörtel layer) (3). The side joints of the crane rail are each closed with a filling profile (5). The surface of the profile is provided with grooves (6) to achieve improved slip resistance. Clamping ribs

(7) gewährleisten eine sichere seitliche Befestigung des Profils in der Fuge. Das Profil besteht aus einem Innenteil(7) ensure a secure lateral fastening of the profile in the joint. The profile consists of an inner part

(8) und einem Außenteil (9), die an der Profilunterseite (10) miteinander verbunden sind. Ansonsten sind die beiden Teile durch eine Fuge (11) voneinander getrennt, wobei einj Lippe (12) des Außenteils (9) im Oberflächenbereich dichtend an dem Innenteil (8) anliegt. Dadurch daß der Innenteil (8) und der Außenteil (9) sich durch eine unterschiedliche Anzahl von Kanälen (13, 14) auszeichnet, ergibt sich eine unterschiedliche Strukturierung der beiden Teile. Mit dem neuerungsgemäßen Aufbau des Füllprofils ist der Außenteil (9) stabil für die LKW- und PKW-Oberfahrt. Der Innenteil (8) ist dagegen stabil für Fußgänger und Zweiradfahrer sowie nachgiebig für den Spurkranz. Im Schienenfußbereich befindet sich hier noch ein variables Zusatzprofil (15) aus elastomerem Werkstoff.(8) and an outer part (9), which are connected to one another on the underside of the profile (10). Otherwise, the two parts are separated from one another by a joint (11), with a lip (12) of the outer part (9) sealingly abutting the inner part (8) in the surface area. The fact that the inner part (8) and the outer part (9) are characterized by a different number of channels (13, 14) results in a different structure of the two parts. With the new construction of the filling profile, the outer part (9) is stable for trucks and cars to pass over. The inner part (8), on the other hand, is stable for pedestrians and cyclists and flexible for the wheel flange. In the rail foot area there is also a variable additional profile (15) made of elastomer material.

Claims (4)

Px I :'":·! j1"! · !"!*"· 8.9.1988 FOllprofil AnsprüchePx I :'":·! j1"! · !"!*"· 8.9.1988 Full profile claims 1) Füllprofil aus Gummi oder gummiähnlichem Werkstoff mit in Längsrichtung verlaufenden Kanälen und Klemmrippen, wobei die Oberfläche mit Längsrillen versehen ist, für die seitlichen Fugen von Schienen, dadurch gekennzeichnet, daß das Füllprofil (5) aus zwei Teilen (8, 9) besteht, die an der Profilunterseite (10) miteinander verbunden sind, wobei die beiden Teile (8, 9) unterschiedlich struktuiert sind.1) Filling profile made of rubber or rubber-like material with longitudinally running channels and clamping ribs, the surface being provided with longitudinal grooves, for the lateral joints of rails, characterized in that the filling profile (5) consists of two parts (8, 9) which are connected to one another at the profile underside (10), the two parts (8, 9) being structured differently. 2) Füllprofil nach Anspruch 1, dadurch gekennzeichnet, daß der Innenteil (8) mehr Kanäle aufweist als der Außenteil (9).2) Filling profile according to claim 1, characterized in that the inner part (8) has more channels than the outer part (9). 3) Füllprofil nach Anspruch 2, dadurch gekennzeichnet, daß der Innenteil (8) sechs Kanäle und der Außenteil (9) zwei Kanäle aufweist.3) Filling profile according to claim 2, characterized in that the inner part (8) has six channels and the outer part (9) has two channels. 4) Füllprofil nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß dieses im Schienenfußbereich ein variables Zusatzprofil (15) aus elastomerem Werkstoff aufweist.4) Filling profile according to one of claims 1 to 3, characterized in that it has a variable additional profile (15) made of elastomeric material in the rail foot area. /2/2
DE8811396U 1988-09-09 1988-09-09 Filling profile Expired - Lifetime DE8811396U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE8811396U DE8811396U1 (en) 1988-09-09 1988-09-09 Filling profile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE8811396U DE8811396U1 (en) 1988-09-09 1988-09-09 Filling profile

Publications (1)

Publication Number Publication Date
DE8811396U1 true DE8811396U1 (en) 1990-01-04

Family

ID=6827728

Family Applications (1)

Application Number Title Priority Date Filing Date
DE8811396U Expired - Lifetime DE8811396U1 (en) 1988-09-09 1988-09-09 Filling profile

Country Status (1)

Country Link
DE (1) DE8811396U1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0639670A2 (en) * 1993-08-18 1995-02-22 GUMMIWERK KRAIBURG ELASTIK BETEILIGUNGS GMBH & CO. Moulded article for cyclist friendly railroadcrossing
ES2147688A1 (en) * 1997-07-04 2000-09-16 De La Sota Tomas Olabarri System for mounting rails for railways.
DE19909444C2 (en) * 1999-03-04 2001-12-06 Dgs Dresdner Gleis Und Strasen Process for producing a mastic asphalt ceiling connection for a track system
FR2869627A1 (en) * 2004-04-28 2005-11-04 Robert Chartier Applic Rca Sa Rail joint manufacturing and fitting procedure, especially for tramline, uses elastomer granules mixed with supple bonding agent and containing hollow cells
DE4329652B4 (en) * 1993-09-03 2007-07-12 Wolfgang Schwarz Evp Method and arrangement for fixing a built-in part in a street
DE102016112720A1 (en) * 2016-07-12 2018-01-18 Dätwyler Sealing Technologies Deutschland Gmbh Damping arrangement for tracks

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0639670A2 (en) * 1993-08-18 1995-02-22 GUMMIWERK KRAIBURG ELASTIK BETEILIGUNGS GMBH & CO. Moulded article for cyclist friendly railroadcrossing
EP0639670A3 (en) * 1993-08-18 1995-03-15 GUMMIWERK KRAIBURG ELASTIK BETEILIGUNGS GMBH & CO. Moulded article for cyclist friendly railroadcrossing
DE4329652B4 (en) * 1993-09-03 2007-07-12 Wolfgang Schwarz Evp Method and arrangement for fixing a built-in part in a street
ES2147688A1 (en) * 1997-07-04 2000-09-16 De La Sota Tomas Olabarri System for mounting rails for railways.
DE19909444C2 (en) * 1999-03-04 2001-12-06 Dgs Dresdner Gleis Und Strasen Process for producing a mastic asphalt ceiling connection for a track system
FR2869627A1 (en) * 2004-04-28 2005-11-04 Robert Chartier Applic Rca Sa Rail joint manufacturing and fitting procedure, especially for tramline, uses elastomer granules mixed with supple bonding agent and containing hollow cells
DE102016112720A1 (en) * 2016-07-12 2018-01-18 Dätwyler Sealing Technologies Deutschland Gmbh Damping arrangement for tracks
WO2018010740A1 (en) 2016-07-12 2018-01-18 Dätwyler Sealing Technologies Deutschland Gmbh Damping arrangement for tracks
US11136725B2 (en) 2016-07-12 2021-10-05 Daetwyler Sealing Technologies Deutschland Gmbh Damping arrangement for tracks
EP3485089B1 (en) * 2016-07-12 2022-04-27 SEALABLE Solutions GmbH Damping arrangement for tracks

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