DE8811396U1 - Filling profile - Google Patents
Filling profileInfo
- 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
Links
- 229920001971 elastomer Polymers 0.000 claims description 2
- 239000013536 elastomeric material Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
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
- E01C9/04—Pavings for railroad level-crossings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- 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
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
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)
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)
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 |
-
1988
- 1988-09-09 DE DE8811396U patent/DE8811396U1/en not_active Expired - Lifetime
Cited By (10)
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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