EP1809811A1 - Grooved rail - Google Patents

Grooved rail

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Publication number
EP1809811A1
EP1809811A1 EP05810007A EP05810007A EP1809811A1 EP 1809811 A1 EP1809811 A1 EP 1809811A1 EP 05810007 A EP05810007 A EP 05810007A EP 05810007 A EP05810007 A EP 05810007A EP 1809811 A1 EP1809811 A1 EP 1809811A1
Authority
EP
European Patent Office
Prior art keywords
rail
grooved
foot
width
running
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
EP05810007A
Other languages
German (de)
French (fr)
Other versions
EP1809811B1 (en
Inventor
Joachim Süss
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.)
ThyssenKrupp GfT Gleistechnik GmbH
Original Assignee
ThyssenKrupp GfT Gleistechnik 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.)
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Publication date
Application filed by ThyssenKrupp GfT Gleistechnik GmbH filed Critical ThyssenKrupp GfT Gleistechnik GmbH
Priority to SI200530397T priority Critical patent/SI1809811T1/en
Priority to PL05810007T priority patent/PL1809811T3/en
Publication of EP1809811A1 publication Critical patent/EP1809811A1/en
Application granted granted Critical
Publication of EP1809811B1 publication Critical patent/EP1809811B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B5/00—Rails; Guard rails; Distance-keeping means for them
    • E01B5/02—Rails
    • E01B5/04—Grooved rails

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Escalators And Moving Walkways (AREA)
  • Body Structure For Vehicles (AREA)
  • Vending Machines For Individual Products (AREA)
  • Looms (AREA)
  • Magnetic Heads (AREA)
  • Railway Tracks (AREA)
  • Support Devices For Sliding Doors (AREA)
  • Bearings For Parts Moving Linearly (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Paper (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Vehicle Body Suspensions (AREA)
  • Rear-View Mirror Devices That Are Mounted On The Exterior Of The Vehicle (AREA)

Abstract

The invention relates to a grooved rail for rail vehicles provided with flange wheels, said grooved rail comprising a rail head (5) provided with a running rail (2), a flange groove (3), and a counterrail (4), in addition to a rail web (6), a rail base (7), and lateral rail chambers (8,9) extending between the rail head and the rail base. The running rail comprises a vehicle-guiding flange (10) extending towards the flange groove, said flange being asymmetrically arranged in relation to the rail head, when the depth of the flange groove is more than > 20mm in relation to an essentially horizontally extending axis (11) of the rail web, in such a way that the width part (B1) of the rail base, on the side of the running rail, is larger, at least by the factor 1.2, than the width part (B2) on the side of the counterrail.

Description

Rillenschiene grooved rail
Die Erfindung betrifft eine Rillenschiene zur Befahrung durch mit Spurkranzrädern versehene Schienenfahrzeuge.The invention relates to a grooved rail for driving through provided with flange wheels rail vehicles.
Rillenschienen sind bereits seit einer Vielzahl von Jahrzehnten bekannt, wobei sich deren konstruktiver Aufbau, über die Zeit gesehen, kaum verändert hatGrooved rails have been known for a variety of decades, with their structural design, seen over time, has barely changed
Verwiesen wird hier beispielsweise auf die DE 70438 sowie die DE 19539590.Reference is made here, for example, to DE 70438 and DE 19539590.
Rillenschienen gemäß Stand der Technik als Trägheitsschienen, d. h. mit Stegdicken < 50% der Schienenkopfbreite, weisen im Querschnitt vielfach eine schlanke Bauform auf.Grooved rails according to the prior art as inertial rails, d. H. with web thicknesses <50% of the rail head width, have in many cases a slim design in cross-section.
Im Hinblick auf Modifizierungen der die Rillenschienen befahrenen Schienenfahrzeuge, insbesondere deren Spurkranzräder, sind derartige Profile heute nicht mehr sinnvoll einsetzbar, da sich erhöhter Verschleiß bedingt durch höhere Querkräfte , insbesondere im Spurrillenbereich, respektive der dort gegebenen Flanken, einstellt.With regard to modifications of the rail vehicles used in the grooved rails, in particular their wheel flanges, such profiles are no longer useful today, as increased wear due to higher lateral forces, especially in the ruts area, respectively given there flanks adjusts.
Ziel des Erfmdungsgegenstandes ist es, ein Rillenschienenprofil bereit zu stellen, das den heutigen Anforderungen im Hinblick auf wesentlich geringere Fahrbahndicken, z. B. feste Fahrbahnen, insbesondere von Straßenkonstruktionen, genüge tut, einfach herstellbar ist und auch im wesentlichen horizontal auftretende Querkräfte bei sicherer, insbesondere elastischer, Abstützung auf dem Boden oder damit zusammenwirkenden Bauteilen aufnehmen kann.The aim of Erfmdungsgegenstandes is to provide a grooved rail profile that meets today's requirements in terms of significantly lower roadway thicknesses, eg. B. solid lanes, in particular of road structures, is sufficient, easy to produce and can absorb substantially horizontally occurring lateral forces at safer, in particular elastic, support on the ground or cooperating components.
Dieses Ziel wird erreicht durch eine Rillenschiene zur Befahrung durch mit Spurkranzrädern versehene Schienenfahrzeuge, beinhaltend einen mit einer Fahrschiene, einer Spurrille sowie einer Leitschiene versehenen Schienenkopf, einen Schienensteg, einen Schienenfuß sowie zwischen dem Schienenkopf und dem Schienenfuß sich erstreckende, seitliche Schienenkammern, wobei die Fahrschiene zur Spurrille hin eine fahrzeugführende Flanke aufweist, die bei einer Spurrillentiefe > 20mm, d. h. einer Tiefrille, bezogen auf eine im wesentlichen horizontal verlaufende Achse des Schienenkopfes, eine Flankenneigung < 78° hat, und wobei der eine vorgebbare Gesamtbreite aufweisende Schienenfuß, bezogen auf die vertikale Mittelachse des Schienensteges, dergestalt asymmetrisch zum Schienenkopf angeordnet ist, dass der fahrschienenseitige Breitenanteil des Schienenfußes mindestens um den Faktor 1,2 größer ist, als der leitschienenseitige Breitenanteil.This object is achieved by a grooved rail for driving through wheeled wheeled rail vehicles, comprising a provided with a running rail, a track groove and a guide rail rail head, a rail bridge, a rail and between the rail head and the rail foot extending side rail chambers, wherein the rail has a vehicle-leading edge to the track groove, which at a Groove depth> 20mm, ie a deep groove, relative to a substantially horizontally extending axis of the rail head, has an edge inclination of <78 °, and wherein the rail foot having a predeterminable overall width is arranged asymmetrically with respect to the rail head relative to the vertical center axis of the rail web; that the track side width portion of the rail foot is greater by at least a factor of 1.2, as the guide rail side width portion.
Vorteilhafte Weiterbildungen des Erfindungsgegenstandes sind den Unteransprüchen zu entnehmen.Advantageous developments of the subject invention can be found in the dependent claims.
Gegenüber dem Stand der Technik kann somit ein Profil bereitgestellt werden, dass eine relativ geringe Bauhöhe (< 100mm) aufweist. Infolge der in den Unteransprüchen definierten Verhältnissangaben wird ein Rillenschienenprofil definiert, das bei verbreiteter Fahrschiene in Kombination mit dem gegenüber dem Stand der Technik verringerten Neigungswinkel der Flanke sich einerseits ein geringerer Verschleiß einstellt und andererseits Querkräften problemlos dadurch begegnet werden kann, dass durch das Verhältnis der Breitenanteile des Schienenfußes in Verbindung mit der vergrößerten Stegdicke und dem verringerten Hebelarm des Kraftangriffes zum Fußpunkt die horizontale Auslenkung des Schienenkopfes verringert wird.Compared to the prior art can thus be provided a profile that has a relatively low profile (<100mm). As a result of the ratios defined in the dependent claims a grooved rail profile is defined, which sets in common rail in combination with the reduced relative to the prior art inclination angle of the flank on the one hand less wear and on the other hand can be easily countered by transverse forces that by the ratio of the width proportions the rail foot in conjunction with the increased web thickness and the reduced lever arm of the force application to the foot point, the horizontal deflection of the rail head is reduced.
Der geänderte Flankenneigungswinkel hat gegenüber dem Stand der Technik darüber hinaus noch spurführungstechnische Vorteile insbesondere bei Bogenfahrt, wodurch letztendlich der Fahrkomfort erhöht wird.The changed edge inclination angle has over the prior art also still track guidance technical advantages, especially at Bogenfahrt, which ultimately the ride comfort is increased.
Der Erfindungsgegenstand ist anhand eines Ausführungsbeispieles in der Zeichnung dargestellt und wird wie folgt beschrieben.The subject invention is illustrated by means of an embodiment in the drawing and will be described as follows.
Das einzige Ausführungsbeispiel zeigt als nicht zwangsläufig maßstabgerechte Prinzipsskizze das Profil einer Rillenschiene 1 die in diesem Beispiel auf einer aus Beton bestehenden festen Fahrbahn eingebaut werden soll. Die Rillenschiene 1 beinhaltet einen mit einer Fahrschiene 2, einer Spurrille 3 sowie einer Leitschiene 4 versehenen Schienenkopf 5, einen Schienensteg 6 und einen Schienenfuß 7. Zwischen dem Schienenkopf 5 und dem Schienenfuß 7 erstrecken sich unterschiedlich hoch ausgebildete seitliche Schienenkammern 8,9. Die Fahrschiene 2 weist eine zur Spurrille 3 hin sich erstreckende fahrzeugführende Flanke 10 auf. Relativ zu einer gedachten Horizontalachse 11 verläuft die FlankeThe single embodiment shows as not necessarily to scale schematic diagram of the profile of a grooved rail 1 which is to be installed in this example on a solid concrete roadway existing. The grooved rail 1 includes a rail head 5 provided with a running rail 2, a track groove 3 and a guide rail 4, a rail web 6 and a rail foot 7. Between the rail head 5 and the rail foot 7 extend differently high trained lateral rail chambers 8.9. The running rail 2 has a groove 3 extending towards the vehicle-leading edge 10. Relative to an imaginary horizontal axis 11, the edge runs
10 in Richtung des Rillenbodens 12 der Spurrille 3 unter einem Neigungswinkel ex, der in diesem Beispiel 76° betragen soll. Die Steigung der Flanke 10 beträgt somit in etwa 1 :4,0. Der Schienenkopf 5 hat eine Gesamtbreite b, wobei der Anteil der Fahrschiene b1 zum verbleibenden Anteil b2 so ausgebildet ist, dass die Breite b1 der Fahrschiene 2 der Rollbreite einer üblichen ßandage von 95 mm Breite entspricht und in diesem Beispiel 57 % der Gesamtbreite b des Schienen kopfes 5 beträgt.10 in the direction of the groove bottom 12 of the track groove 3 at an inclination angle ex, which should be 76 ° in this example. The slope of the flank 10 is thus approximately 1: 4.0. The rail head 5 has a total width b, wherein the proportion of the running rail b1 to the remaining portion b2 is formed so that the width b1 of the running rail 2 of the rolling width of a conventional ßandage of 95 mm width corresponds and in this example 57% of the total width b of the rails head is 5.
Der eine vorgebbare Gesamtbreite B aufweisende Schienenfuß 7 ist dergestalt asymmetrisch zum Schienenkopf 5 angeordnet, dass der fahrschienenseitige Breitenanteil B1 in diesem Beispiel um den Faktor 1,4 größer ist als der leitschienenseitige Breitenanteil B2. Bezug wird hierbei genommen auf die vertikale Mittelachse 13 des eine vorgebbare Dicke D aufweisenden Schienensteges 6. Die Fahrfläche 14 der Fahrschiene 2 verläuft über mehrere Radien R1, R2, R3 in die fahrzeugführende Flanke 10 ein, wobei der Radius R1 in Richtung R3 über R2, ineinander übergehend, ständig kleiner wird. Die Gesamthöhe der Rillenschiene 1 ist mit h angegeben. Basis ist hierbei die Grundfläche G des Schienenfußes. Die Spurrille 3, ausgeführt als Tiefrille, weist eine Gesamttiefe T auf. In diesem Beispiel soll das Verhältnis der Gesamthöhe h der Rillenschiene 1 zur Gesamtbreite b des Schienenkopfes 1:1,25 betragen. Das Verhältnis der Gesamthöhe h der Rillenschiene 1 zur Gesamtbreite B des Schienenfußes 7 soll in diesem Beispiel 1:1,65 betragen. Das Verhältnis der Gesamtbreite b des Schienenkopfes 5 zur Gesamtbreite B des Schienenfußes 7 soll in diesem Beispiel etwa bei 1:1,3 liegen.The rail foot 7 having a predeterminable total width B is arranged asymmetrically with respect to the rail head 5 in such a way that the rail-side width component B1 in this example is 1.4 times greater than the rail-side width component B2. Reference is here made to the vertical central axis 13 of a predefinable thickness D having rail web 6. The running surface 14 of the running rail 2 extends over a plurality of radii R1, R2, R3 in the vehicle-leading edge 10, wherein the radius R1 in the direction R3 via R2, merging with each other, getting smaller and smaller. The total height of the grooved rail 1 is indicated by h. Base here is the base G of the rail foot. The track groove 3, executed as deep groove, has a total depth T on. In this example, the ratio of the total height h of the grooved rail 1 to the total width b of the rail head should be 1: 1.25. The ratio of the total height h of the grooved rail 1 to the total width B of the rail foot 7 should be 1: 1.65 in this example. The ratio of the total width b of the rail head 5 to the total width B of the rail foot 7 should be approximately 1: 1.3 in this example.
Das Verhältnis der Rillentiefe T zur Gesamthöhe h der Rillenschiene 1 beträgt im Minimum 1 :2. Das Verhältnis der Dicke D des Schienensteges 6 zur Gesamtbreite B des Schienenfußes 7 soll in diesem Beispiel etwa bei 1:7 liegen. Die fahrschienenseitige Schienenkammer 8 wird definiert durch eine schienenfußseitige Flanke 15 und eine fahrschienenseitige Flanke 16, die geeignet aufeinander zulaufen.The ratio of the groove depth T to the total height h of the grooved rail 1 is at least 1: 2. The ratio of the thickness D of the rail web 6 to the total width B of the rail foot 7 in this example should be approximately 1: 7. The track-side rail chamber 8 is defined by a rail side flank 15 and a side rail 16 side, which run towards each other.
Die gedachte Verlängerung 17 der fahrschienenseitigen Flanke 16 schneidet in diesem Beispiel den Rillenboden der Spurrille 3.The imaginary extension 17 of the track side edge 16 cuts in this example, the groove bottom of the track groove. 3
Durch das in den Patentansprüchen definierte Profil der Rillenschiene 1 kann bei kleiner Bauhöhe h und optimierter Breite B des Schienenfußes 7 in Verbindung mit dem angegebenen Flankenwinkel α bei etwa horizontalem Kraftangriff F durch das Spurkranzrad eines nicht weiter dargestellten Schienenfahrzeuges eine gute Abstützung der Rillenschiene 1 auf hartem oder elastischem Boden einer festen Fahrbahn herbeigeführt werden, ohne dass Kippmomente wirksam werden. Die Höhe h1 des horizontalen Kraftangriffes F an der Flanke 10 der Fahrschiene 2 liegt - bezogen auf die Grundfläche G des Schienenfußes - zwischen 0,8 und 0,9 h der Rillenschiene 1. Der fahrschienenseitige Breitenanteil B1 soll in diesem Beispiel folgender Gleichung genügenBy defined in the claims profile of the grooved rail 1 can at a small height h and optimized width B of the rail foot 7 in conjunction with the specified flank angle α at about horizontal force application F by the flange of a rail vehicle not shown a good support of the grooved rail 1 on hartem or elastic floor of a solid roadway without tipping moments are effective. The height h1 of the horizontal force attack F on the flank 10 of the running rail 2 is - based on the base G of the rail foot - between 0.8 and 0.9 h of the grooved rail 1. The track side width portion B1 should satisfy the following equation in this example
B1 = B2 + D.B1 = B2 + D.
Die Breite b1 der Fahrschiene 2 soll etwa dem leitschienenseitigen Breitenanteil B2 des Schienenfußes 7 entsprechen, wobei der leitschienenseitige Breitenanteil B2 < der Gesamthöhe h der Rillenschiene 1 sein soll. Schließlich soll in diesem Beispiel der fahrschienenseitige Breitenanteil B1 > als die Höhe h1 sein. The width b1 of the running rail 2 should correspond approximately to the guide rail side width portion B2 of the rail foot 7, wherein the guide rail side width portion B2 <the total height h of the grooved rail 1 should be. Finally, in this example, the trackside width portion B1> is to be the height h1.
B e z u g sz e i c h e n l i steB e z u g e ia l iest
1. Rillenschiene1. grooved rail
2. Fahrschiene2nd rail
3. Spurrille3. ruts
4. Leitschiene4. Guide rail
5. Schienenkopf5. Rail head
6. Schienensteg6. Rail bridge
7. Schienenfuß7. Rail foot
8. Schienenkammer8. Rail chamber
9. Schienenkammer9. Rail chamber
10. fahrzeugführende Flanke10. vehicle-leading edge
11. Horizontalachse11. Horizontal axis
12. Rillenboden12. groove bottom
13. Mittelachse13th central axis
14. Fahrfläche14. Driving surface
15. schienenfußseitige Flanke15. rail side flank
16. fahrschienenseitige Flanke16. track side edge
17. gedachte Verlängerung b. Gesamtbreite Schienenkopf b1. Breite Fahrschiene b2. verbleibende Breite Schienenkopf h. Gesamthöhe Rillenschiene h1. Höhe Kraftangriff Fahrschiene17. imaginary extension b. Total width rail head b1. Wide rail b2. remaining width of rail head h. Total height of grooved rail h1. Height of force attack rail
B. Gesamtbreite SchienenfußB. Overall width rail foot
B1. fahrschienenseitiger BreitenanteilB1. Track side width share
B2. leitschienenseitiger BreitenanteilB2. guide rail side width proportion
T. Tiefe SpurrilleT. deep ruts
<x. Neigungswinkel Flanke 10<X. Slope angle flank 10
R1. RadiusR1. radius
R2. RadiusR2. radius
R3. RadiusR3. radius
D. StegdickeD. web thickness
G. Grundfläche Schienenfuß G. Base rail foot

Claims

P ate n t a n s p r ü c h e Claims
1. Rillenschiene zur Befahrung durch mit Spurkranzrädern versehene Schienenfahrzeuge, beinhaltend einen mit einer Fahrschiene (2), einer Spurrille (3) sowie einer Leitschiene (4) versehenen Schienenkopf (5), einen Schienensteg (6), einen Schienenfuß (7) sowie zwischen dem Schienenkopf (5) und dem Schienenfuß (7) sich erstreckende seitliche Schienenkammem (8,9), wobei die Fahrschiene (2) zur SpurriUe (3) hin eine fahrzeugführende Flanke (10) aufweist, die bei einer Spurrillentiefe (T) > 20mm, d. h. einer Tiefrille, bezogen auf eine im wesentlichen horizontal verlaufende Achse1. grooved rail for driving through provided with flange wheels rail vehicles, including a with a running rail (2), a track groove (3) and a guide rail (4) provided rail head (5), a rail web (6), a rail foot (7) and between the rail head (5) and the rail foot (7) extending lateral rail combs (8,9), wherein the running rail (2) for SpurriUe (3) toward a vehicle-leading edge (10), at a track depth (T)> 20mm , d. H. a deep groove, based on a substantially horizontal axis
(11) des Schienenkopfes (5), eine Flankenneigung (<x) < 78° hat, und wobei der eine vorgebbare Gesamtbreite (B) aufweisende Schienenfuß (7), bezogen auf die vertikale Mittelachse (13) des Schienensteges (6), dergestalt asymmetrisch zum Schienenkopf (5) angeordnet ist, dass der fahrschienenseitige Breitenanteil (B1) des Schienenfußes (7) mindestens um den Faktor 1 ,2 größer ist, als der leitschienenseitige Breitenanteil (B2).(11) of the rail head (5), a edge inclination (<x) <78 °, and wherein the a predetermined total width (B) having rail foot (7), with respect to the vertical central axis (13) of the rail web (6), such is arranged asymmetrically to the rail head (5), that the track side width portion (B1) of the rail foot (7) is greater by at least a factor of 1, 2, as the guide rail side width portion (B2).
2 . Rillenschiene nach Anspruch 1 , dadurch gekennzeichnet, dass die im wesentlichen horizontal verlaufende Fahrfläche (14) der Fahrschiene (2) über mehrere ineinander übergehende kleiner werdende Übergangsradien (R1, R2, R3) in die Flanke (10) einläuft.2. Grooved rail according to claim 1, characterized in that the substantially horizontally extending running surface (14) of the running rail (2) runs into the flank (10) via a plurality of smaller transition radii (R1, R2, R3) merging into each other.
3 . Rillenschiene nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die3. Grooved rail according to claim 1 or 2, characterized in that the
Breite (b1) der Fahrschiene (2) zwischen 55 und 65 % der Gesamtbreite (b) des Schienenkopfes (5) beträgt.Width (b1) of the running rail (2) is between 55 and 65% of the total width (b) of the rail head (5).
4 . Rillenschiene nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass das Verhältnis der Gesamthöhe (h) der Rillenschiene (1) zur Gesamtbreite (b) des Schienenkopfes (5) zwischen 1:1,2 und 1:1,4 liegt.4. Grooved rail according to one of claims 1 to 3, characterized in that the ratio of the total height (h) of the grooved rail (1) to the total width (b) of the rail head (5) is between 1: 1.2 and 1: 1.4.
5. Rillenschiene nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das Verhältnis der Gesamthöhe (h) der Rillenschiene (1) zur Gesamtbreite (B) des Schienenfußes (7) zwischen 1 :1 ,5 und 1 :1 ,8 liegt. 5. grooved rail according to one of claims 1 to 4, characterized in that the ratio of the total height (h) of the grooved rail (1) to the total width (B) of the rail foot (7) between 1: 1, 5 and 1: 1, 8 is located ,
. Rillenschiene nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Verhältnis der Gesamtbreite (b) des Schienenkopfes (5) zur Gesamtbreite (B) des Schienenfußes (7) zwischen 1:1,2 und 1:1,4 liegt. , Grooved rail according to one of claims 1 to 5, characterized in that the ratio of the total width (b) of the rail head (5) to the total width (B) of the rail foot (7) is between 1: 1.2 and 1: 1.4.
. Rillenschiene nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die Rillentiefe (T) der Spurrille (3) bezogen auf die Gesamthöhe (h) der Rillenschiene (1 ) mindestens 50 % beträgt., Grooved rail according to one of claims 1 to 6, characterized in that the groove depth (T) of the track groove (3) based on the total height (h) of the grooved rail (1) is at least 50%.
. Rillenschiene nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass das Verhältnis der Dicke (D) des Schienensteges (6) zur Gesamtbreite (B) des Schienenfußes (7) zwischen 1 :4 und 1:9 liegt., Grooved rail according to one of claims 1 to 7, characterized in that the ratio of the thickness (D) of the rail web (6) to the total width (B) of the rail foot (7) is between 1: 4 and 1: 9.
. Rillenschiene nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass der Neigungswinkel («) < 75° ist., Grooved rail according to one of claims 1 to 8, characterized in that the inclination angle («) is <75 °.
1 0 . Rillenschiene nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass das Verhältnis der Breitenanteile (B2:B1) des Schienenfußes (7) mindestens 1:1,3 beträgt.1 0. Grooved rail according to one of claims 1 to 9, characterized in that the ratio of the width portions (B2: B1) of the rail foot (7) is at least 1: 1.3.
11. Rillenschiene nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass die in die fahrschienenseitige Schienenkammer (8) einlaufende Flanke (16) der Fahrschiene (2) dergestalt geneigt in Richtung des Schienenfußes (7) verläuft, dass deren gedachte Verlängerung (17) den Rillenboden (12) der Spurrille (3) schneidet11. Grooved rail according to one of claims 1 to 10, characterized in that in the track side rail chamber (8) incoming edge (16) of the running rail (2) inclined in such a direction in the direction of the rail foot (7) that their imaginary extension (17 ) cuts the groove bottom (12) of the track groove (3)
12. Rillenschiene nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass der fahrschienenseitige Breitenanteil (B1) folgender Gleichung genügt:12. groove rail according to one of claims 1 to 11, characterized in that the track side width portion (B1) satisfies the following equation:
B1 = B2 + D worin B1 der fahrschienenseitige Breitenanteil B2 der leitschienenseitige Breitenanteil D die Stegdicke ist. B1 = B2 + D wherein B1 is the track-side width portion B2 of the guide rail-side width portion D is the web thickness.
13. Rillenschiene nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, dass die Breite (b1) der Fahrschiene (2) im wesentlichen dem leitschienenseitigen Breitenanteil (B2) entspricht; wobei der leitschienenseitige Breitenanteil (B2) < der Gesamthöhe (h) der Rillenschiene ist.13. grooved rail according to one of claims 1 to 12, characterized in that the width (b1) of the running rail (2) substantially corresponds to the guide rail side width portion (B2); wherein the guide rail side width portion (B2) <the total height (h) of the grooved rail.
14. Rillenschiene nach einem der Ansprüche 1 bis 13, dadurch gekennzeichnet, dass der fahrschienenseitige Breitenanteil (B1) >als die Höhe (h1) des Kraftangriffes (F) an der Fahrschiene (2), bezogen auf die Grundfläche (G) des Schienenfußes (7), ist. 14. grooved rail according to one of claims 1 to 13, characterized in that the track side width portion (B1)> than the height (h1) of the force application (F) on the running rail (2), based on the base surface (G) of the rail ( 7).
EP05810007A 2004-11-12 2005-11-03 Grooved rail Not-in-force EP1809811B1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SI200530397T SI1809811T1 (en) 2004-11-12 2005-11-03 Grooved rail
PL05810007T PL1809811T3 (en) 2004-11-12 2005-11-03 Grooved rail

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004054794A DE102004054794B3 (en) 2004-11-12 2004-11-12 grooved rail
PCT/DE2005/001961 WO2006050693A1 (en) 2004-11-12 2005-11-03 Grooved rail

Publications (2)

Publication Number Publication Date
EP1809811A1 true EP1809811A1 (en) 2007-07-25
EP1809811B1 EP1809811B1 (en) 2008-06-25

Family

ID=35646387

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05810007A Not-in-force EP1809811B1 (en) 2004-11-12 2005-11-03 Grooved rail

Country Status (14)

Country Link
US (1) US7648079B2 (en)
EP (1) EP1809811B1 (en)
AT (1) ATE399227T1 (en)
AU (1) AU2005304143B2 (en)
CA (1) CA2582819C (en)
DE (3) DE102004054794B3 (en)
DK (1) DK1809811T3 (en)
ES (1) ES2307215T3 (en)
PL (1) PL1809811T3 (en)
PT (1) PT1809811E (en)
RU (1) RU2342479C1 (en)
SI (1) SI1809811T1 (en)
UA (1) UA86113C2 (en)
WO (1) WO2006050693A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2298991B1 (en) 2009-09-18 2015-05-20 Angst und Pfister AG Chamfer rail with protective inlay
DE102012106138B4 (en) 2012-07-09 2016-09-22 Dätwyler Sealing Technologies Deutschland Gmbh rail arrangement
DE102017111298A1 (en) 2017-05-23 2018-11-29 Dätwyler Sealing Technologies Deutschland Gmbh Rail arrangement for rail vehicles with flange wheels

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE70438C (en) * georgs - marien Bergwerks- & Hüttenverein in Osnabrück Railway superstructure made of rails, one of which only coincides with the plane of symmetry of the rail foot
DE479362C (en) * 1928-03-15 1929-07-15 Robert Metzger One-piece grooved rail with a groove center axis offset from the central axis of the foot and bridge and a traveling and guiding head formed uniformly to this
DE19539590C2 (en) * 1995-10-25 2000-05-31 Schweistechnische Lehr Und Ver Process for re-profiling welded grooved rails
AU774420B2 (en) 2000-05-03 2004-06-24 Ihec Acquisition Corporation Rail boot
FR2816967B1 (en) * 2000-11-23 2004-09-17 Cogifer Tf RAIL TRACK FOR GUIDED VEHICLE AND APPARATUS HAVING SUCH A RAIL TRACK
FR2852978B1 (en) * 2003-03-25 2006-08-25 Cogifer Tf DISSYMMETRIC SOLE RAIL AND APPLICATION TO THE CONSTITUTION OF A RAILWAY
FR2854410B1 (en) * 2003-04-29 2006-05-19 Vossloh Cogifer RAIL RAIL FOR CURRENT RAILWAY OR TRACKING APPARATUS, AND USE OF SUCH A THROAT RAIL.

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2006050693A1 *

Also Published As

Publication number Publication date
AU2005304143B2 (en) 2009-12-03
EP1809811B1 (en) 2008-06-25
DE112005003387A5 (en) 2007-10-25
US20070278322A1 (en) 2007-12-06
PL1809811T3 (en) 2008-12-31
PT1809811E (en) 2008-07-30
RU2342479C1 (en) 2008-12-27
CA2582819A1 (en) 2006-05-18
WO2006050693A1 (en) 2006-05-18
ES2307215T3 (en) 2008-11-16
DE502005004542D1 (en) 2008-08-07
SI1809811T1 (en) 2008-12-31
UA86113C2 (en) 2009-03-25
AU2005304143A1 (en) 2006-05-18
DK1809811T3 (en) 2008-09-22
US7648079B2 (en) 2010-01-19
DE102004054794B3 (en) 2006-04-20
CA2582819C (en) 2011-01-04
ATE399227T1 (en) 2008-07-15

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