EP0707675A1 - Rail arrangement - Google Patents

Rail arrangement

Info

Publication number
EP0707675A1
EP0707675A1 EP95917261A EP95917261A EP0707675A1 EP 0707675 A1 EP0707675 A1 EP 0707675A1 EP 95917261 A EP95917261 A EP 95917261A EP 95917261 A EP95917261 A EP 95917261A EP 0707675 A1 EP0707675 A1 EP 0707675A1
Authority
EP
European Patent Office
Prior art keywords
rail
arrangement according
elastomeric material
filling
profi
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
EP95917261A
Other languages
German (de)
French (fr)
Other versions
EP0707675B1 (en
Inventor
Helmuth Blank
Bernd Pahl
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
Publication of EP0707675A1 publication Critical patent/EP0707675A1/en
Application granted granted Critical
Publication of EP0707675B1 publication Critical patent/EP0707675B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/11Embedded tracks, using prefab elements or injecting or pouring a curable material

Definitions

  • the invention relates to a rail arrangement consisting of a rail, in particular grooved rail; an elastic rail mounting, comprising a ribbed plate made of metal, a foundation (eg concrete sleepers) and two intermediate layers made of elastomeric material, which are arranged between the rail base and ribbed plate or between the ribbed plate and foundation; two chambers, which are available on both sides between the rail and the road surface, with each chamber having a filling profile made of elastomeric material, which in particular has longitudinal grooves and / or channels and retaining lips ( DE-U-85 20 560 ); as well as from spacings on both sides spaced apart, which are in particular provided with cover caps.
  • an elastic rail mounting comprising a ribbed plate made of metal, a foundation (eg concrete sleepers) and two intermediate layers made of elastomeric material, which are arranged between the rail base and ribbed plate or between the ribbed plate and foundation
  • two chambers which are available on both sides between the rail and the road surface, with each
  • the task now is to provide a rail arrangement which reduces radiation from body and air pollution, which ensures easy assembly, and the elastic deformability of the rail in horizontal and vertical direction optimized and the risk of edge breaks in the transition area between rail and road connection reduced.
  • each filling profile tapers towards the rail foot in the area of the rail fasteners, namely below Forming a longitudinally extending receiving groove for the rail fastenings or cover caps, wherein a rail foot profile made of elastomeric material sits in the receiving groove between the rail fastenings or cover caps.
  • the rail base profile viewed in cross section, is essentially triangular in shape, the rail base profile being preferably provided with at least one longitudinal channel.
  • the receiving groove has lateral clamping ribs, specifically for the purpose of anchoring the rail foot profile in the filling profile.
  • the filling profi le has a groove in the rail area, to be precise with the formation of an angled web, the web tip pointing in the direction of the center of the cavity. In this way, the ability to deform is increased compared to the rail fastenings or cover caps.
  • the cavity is surrounded by flanks which converge towards one another, with reference to the unloaded state, with the formation of an essentially triangular cross-sectional shape.
  • the rail arrangements according to the two variants I and II are designed with filling profiles, which have an additional deformation area toward the street side, in order to solve the task presented at the outset The following options are urgently used.
  • the deformation area as an integrated part of the filling profile i.e. one-piece composite
  • a longitudinal cavity which is essentially trapezoidal in shape, particularly when viewed in cross section.
  • the deformation area is an additional professional body, which is provided with a longitudinal cavity.
  • the additional profile body expediently has notches in the upper and lower profile areas, with the formation of angled webs, the web tips pointing in the direction of the center of the cavity.
  • The. additional profi le body is particularly glued to the filling profi le.
  • FIG. 3 shows a rail arrangement with a deformation area as an integrated part of the filling profile
  • FIG. 4 shows a rail arrangement in which the deformation area is formed by means of an additional hollow chamber profile.
  • the longitudinal running groove (8) which is provided with lateral clamping ribs (9), is shown on the basis of the filling profi le (4).
  • This receiving groove creates space for the rail fastenings (12) or cover caps (13) arranged at a distance in the longitudinal direction of the rail.
  • FIG. 1 shows the state of the rail arrangement (1) between the individual rail fastenings (12) or cover caps (13), the rail foot prof. (10) being seated in the receiving groove anchored by means of the clamping ribs (9).
  • Fig. 2 now shows once based on the Greprofi ls (18 ') the deformation area, including the cavity (19), the groove (20) and the angled webs (21) in the unloaded state, i.e. without affecting the rail fastening (12) or the cover cap (13),
  • the Medprofi l (18) according to FIG. 2, however, shows schematically the deformation of the cavity (19), the groove (20) and the webs (21) under the action of the rail fastening (12) or the cover cap (13), wherein again the cavity is filled with a foam, in particular polyurethane foam, after installation.
  • a foam in particular polyurethane foam
  • FIG. 3 now shows a filling profile (25), the additional deformation area arranged towards the street side (3) as an integrated part of the filling profile being provided with a longitudinally extending cavity (26), which is particularly in the Cross section is essentially of a trapezoidal shape.
  • Fig. 4 towards the ange ⁇ arranged to road surface side (3) deformation region is arcs by an additional pro l ⁇ body (27) gebi, the longitudinal end with a Cavity (28) is provided, with notches (29) being present in the upper and lower profile areas, with the formation of angled webs (30), the web tips (31) pointing in the direction of the center of the cavity.
  • each filling profile is equipped with the appropriate deformation arrangement, in particular in the curve area.

Abstract

The invention relates to a rail arrangement consisting of a rail, especially a grooved rail (2), an elastic rail base comprising a metal ribbed plate (15), a bed (17) and two intermediate layers (14, 16) of elastomeric material fitted between the rail foot and the ribbed plate or between the latter and the bed, two chambers on either side between the rail and the road surfacing (3), in which there is a filler section (4, 4') of elastomeric material in each chamber having, in particular, longitudinal grooves (6) and/or channels (5) and securing lips (7), and spaced rail clamps (12) on either side, which are in particular fitted with covers (13), in which, according to the invention, each filler section (4, 4') tapers in the region of the rail clamps (12) towards the rail foot forming a longitudinal groove (8) to accept the rail clamps (12) or covers (13), whereby a rail foot section (10) of elastomeric material is fitted in the groove between the rail clamps or covers. A further variant is proposed.

Description

Schienenanordnung Rail arrangement
Beschreibungdescription
Die Erfindung betrifft eine Schienenanordnung, bestehend aus einer Schiene, insbesondere Ri llenschiene; einer elastischen Schienenlagerung, umfass.end eine Rippenplatte aus Metall, ein Fundament (z.B. Beton-Schwellen) sowie zwei Z ischenlagen aus elastomerem Werkstoff, die zwischen Schienenfuß und Rippen¬ platte bzw. zwischen Rippenplatte und Fundament angeordnet sind; zwei Kammern, die beidseitig zwischen der Schiene und dem Straßenbelag vorhanden sind, wobei sich in jeder Kammer ein Füllprofi l aus elastomerem Werkstoff, das insbesondere l ängsve r l aufende Nuten und/oder Kanäle sowie Haltelippen aufweist, befindet (DE-U-85 20 560); sowie aus beidseitig in Abstand angeordneten S c h i enenbe fest i gungen, die insbesondere mit Abdeckkappen versehen sind.The invention relates to a rail arrangement consisting of a rail, in particular grooved rail; an elastic rail mounting, comprising a ribbed plate made of metal, a foundation (eg concrete sleepers) and two intermediate layers made of elastomeric material, which are arranged between the rail base and ribbed plate or between the ribbed plate and foundation; two chambers, which are available on both sides between the rail and the road surface, with each chamber having a filling profile made of elastomeric material, which in particular has longitudinal grooves and / or channels and retaining lips ( DE-U-85 20 560 ); as well as from spacings on both sides spaced apart, which are in particular provided with cover caps.
Im Rahmen einer Weiterentwicklung besteht nun die Aufgabe darin, eine Schienenanordnung bereitzustellen, die Körper- und Luft sc ha l l abst rah l ung reduziert, die leichte Montierbar- keit gewährleistet, die elastische Ve r fo rmungs fäh i gkei t der Schiene in horizontaler und vertikaler Richtung optimiert sowie die Gefahr von Kantenabbrüchen im Übergangsbereich zwischen Schiene und Straßenanschluß verringert.As part of a further development, the task now is to provide a rail arrangement which reduces radiation from body and air pollution, which ensures easy assembly, and the elastic deformability of the rail in horizontal and vertical direction optimized and the risk of edge breaks in the transition area between rail and road connection reduced.
Die Lösung der vorgenannten Aufgabe besteht nun gemäß Kennzeichen des Anspruchs 1 oder 2 in zwei Varianten, die im folgenden näher erläutert werden.The solution to the above object now consists in two variants, which are explained in more detail below.
Variante IVariant I
Hiernach verjüngt sich jedes Füllprofi l im Bereich der Schienenbefestigungen zum Schienenfuß hin, und zwar unter Bi ldung einer l ängsve r l aufenden Aufnahmenut für die Schienen¬ befestigungen bzw. Abdec k kappen, wobei in der Aufnahmenut zwischen den Schienenbefestigungen bzw. Abdeckkappen ein Schienenfußprofi l aus elastomerem Werkstoff einsitzt.After this, each filling profile tapers towards the rail foot in the area of the rail fasteners, namely below Forming a longitudinally extending receiving groove for the rail fastenings or cover caps, wherein a rail foot profile made of elastomeric material sits in the receiving groove between the rail fastenings or cover caps.
Zweckmäßigerweise ist das Schienenfußprofi l im Querschnitt gesehen im wesentlichen von dreiecksförmiger Gestalt, wobei das Schienenfußprofi l vorzugsweise mit wenigstens einem l ängsve r l aufenden Kanal versehen ist.Expediently, the rail base profile, viewed in cross section, is essentially triangular in shape, the rail base profile being preferably provided with at least one longitudinal channel.
Ferner ist es zweckmäßig, wenn die Aufnahmenut seitliche Klemmrippen aufweist, und zwar zwecks Verankerung des Schienenfußprofi ls im Füllprofi l.Furthermore, it is expedient if the receiving groove has lateral clamping ribs, specifically for the purpose of anchoring the rail foot profile in the filling profile.
Variante IIVariant II
Hiernach weist jedes Fül lprofi l im Bereich der Schienen¬ befestigungen e nen verformbaren Profi lbereich auf, umfassend einen Längsverlaufenden Hohlraum, wobei dieser verformbare Profi"Ibereich den notwendigen Platz für die Schienen- befestigungen bzw. Abdeckkappen schafft, wobei wiederum der Hohlraum nach dem Einbau mit einem Schaum, insbesondere Polyurethan-Schaum, ausgefüllt ist.Hereinafter, each fuel lprofi l in the area of fasteners Schienen¬ e ne deformable professional lbereich on, comprising a longitudinal cavity, whereby this deformable professional "Irange fixings the necessary space for the rail and manages caps, whereby again the cavity after installation is filled with a foam, in particular polyurethane foam.
Besonders zweckmäßig ist es, wenn das Fül lprofi l im Schienenbereich eine Nut aufweist, und zwar unter Bi ldung eines gewinkelten Steges, wobei die Stegspitze in Richtung des Hohlraummittelpunktes weist. Auf diese Weise wi rd die Ve r formung s fäh i gke i t gegenüber den p l at z suc henden Schienenbe estigungen bzw. Abdeckkappen erhöht.It is particularly expedient if the filling profi le has a groove in the rail area, to be precise with the formation of an angled web, the web tip pointing in the direction of the center of the cavity. In this way, the ability to deform is increased compared to the rail fastenings or cover caps.
Ferner ist es zweckmäßig, wenn der Hohlraum von Flanken umgeben ist, die aufeinander zulaufen, und zwar - bezogen auf den unbelasteten Zustand - unter Bi ldung einer im wesentlichen dre i ecks fö rmi gen Quersc nittsgestalt. Im Kurvenbereich ist es besonders zweckmäßig, wenn zur Lösung der eingangs gestel lten Aufgabe die Schienenan¬ ordnungen nach den beiden Varianten I und II mit Füll¬ profi len ausgestaltet sind, die zur St raßenbe l agse i t e hin einen zusätzlichen Verformungsbereich aufweisen, wobei vo rt e i l haft e rwe i se folgende Möglichkeiten zur Anwendung gelangen.Furthermore, it is expedient if the cavity is surrounded by flanks which converge towards one another, with reference to the unloaded state, with the formation of an essentially triangular cross-sectional shape. In the curve area, it is particularly expedient if the rail arrangements according to the two variants I and II are designed with filling profiles, which have an additional deformation area toward the street side, in order to solve the task presented at the outset The following options are urgently used.
- Der Verformungsbereich als integriertes Tei l des Füll¬ profi les (d.h. einstückiger Verbund) ist mit einem längsverlaufenden Hohlraum versehen, der insbesondere im Querschnitt gesehen im wesentlichen von trapezförmiger Gestalt ist.- The deformation area as an integrated part of the filling profile (i.e. one-piece composite) is provided with a longitudinal cavity, which is essentially trapezoidal in shape, particularly when viewed in cross section.
- Der Verformungsbereich ist ein zusätzlicher Profi lkörper, der mit einem längsverlaufenden Hohlraum versehen ist.- The deformation area is an additional professional body, which is provided with a longitudinal cavity.
Zweckmäßigerweise weist der zusätzliche Profi lkörper im oberen und unteren P rof i l be re i c h Einkerbungen auf, und zwar unter Bi ldung von gewinkelten Stegen, wobei die Stegspitzen in Richtung des Hohlraummittelpunktes weisen.The additional profile body expediently has notches in the upper and lower profile areas, with the formation of angled webs, the web tips pointing in the direction of the center of the cavity.
Der. zusätzliche Profi lkörper ist insbesondere mit dem Füllprofi l verklebt.The. additional profi le body is particularly glued to the filling profi le.
Hinsichtlich sämtlicher Elastomerprofi le (Füllprofi l, Schienenfußprofi l, zusätzlicher Prof i l kö rpe r ) , die durch Extrusion hergestellt werden, gelten insbesondere folgende Parameter:The following parameters apply in particular to all elastomer profiles (filling profile, rail base profile, additional profile body) that are manufactured by extrusion:
Werkstoff Kautschuk auf Basis SBR/BRRubber based on SBR / BR
2 Reißfestigkeit nach DIN 53504 > 1 -+ N/mm2 Tear resistance according to DIN 53504> 1 - + N / mm
Reißdehnung nach DIN 53504 > 400 %Elongation at break according to DIN 53504> 400%
Wei terreißwiderstand nach DIN 53507/A > 10 N/mm D ruc k e r formungs rest nach DIN 53517 72 Std. bei Raumtemperatur < 20 % 24 Std. bei 70°C < 20 % oFurther tear resistance according to DIN 53507 / A> 10 N / mm Pressure forming residue according to DIN 53517 72 hours at room temperature <20% 24 hours at 70 ° C <20% o
Shore-Härte 58 + 5Shore hardness 58 + 5
Die Erfindung wird nun anhand von Aus füh rungsbe i spi e l en unter Bezugnahme auf schematische Zeichnungen (Querschnittsdar¬ stellungen) erläutert. Es zeigen:The invention will now be explained on the basis of exemplary embodiments with reference to schematic drawings (cross-sectional representations). Show it:
Fig. 1 eine Schienenanordnung gemäß Variante I ;1 shows a rail arrangement according to variant I;
Fig. 2 eine Schienenanordnung gemäß Variante II;2 shows a rail arrangement according to variant II;
Fig. 3 eine Schienenanordnung mit einem Verformungs¬ bereich als integriertes Tei l des Füllprofi les;3 shows a rail arrangement with a deformation area as an integrated part of the filling profile;
Fig. 4 eine Schienenanordnung, bei der der Verformungs¬ bereich mittels eines zusätzlichen Hohlkammer¬ profi les gebi ldet wird.4 shows a rail arrangement in which the deformation area is formed by means of an additional hollow chamber profile.
Im Hinblick auf diese Figuren gi lt folgende Bezugsziffern* liste:With regard to these figures, the following reference numbers apply:
1 Schi enenanordnung1 rail arrangement
1 ' Schienenanordnung1 'rail arrangement
1 ' ' Schienenanordnung1 '' rail arrangement
1 ' ' ' Schienenanordnung1 '' 'rail arrangement
2 Ri llenschiene2 belt rails
3 Straßenbelag3 road surface
4 Fü l lp rof i l4 F l lp rof i l
4' Füllprofi l4 'Filling prof
5 Kanal5 channel
6 Nut6 groove
7 Ha 11 e l i ppe Aufnahmenut Klemm rippe Schienenfußprofi l Kanal Sc ienenbefestigung Abdeck kappe elastische Zwischenlage (Schienenfußunterlage) Rippenplatte aus Metall elastische Zwischenlage Fundament (z.B. Beton-Schwellen) Fül lprofi l Füllprofi l Höh l räum Nut gewinkelter Steg Stegspitze Flanke Flanke Fül Iprof i l Hohlraum Profi lkörper Hohlraum Einkerbung gewinkelter Steg Stegspitze 7 ha 11 eli ppe Mounting groove Clamping rib Rail base profile Channel Rail fastening Cover cap Elastic intermediate layer (base rail) Rib plate made of metal Elastic intermediate base Foundation (e.g. concrete sleepers) Filling profile Filling profile Ceiling space Groove angled web Bar tip Flank flank Filling profile I Hollow profile cavity Notch angled Bridge tip
Im Rahmen der Fig. 1 wi rd anhand des Fül lprofi ls (4) die l ängs e r laufende Aufnahmenut (8) gezeigt, die mit seitlichen Klemmrippen (9) versehen ist. Diese Aufnahmenut schafft Platz für die in Schienenlängsrichtung in Abstand ange¬ ordneten Schienenbefestigungen (12) bzw. Abdeckkappen (13) .In the context of FIG. 1, the longitudinal running groove (8), which is provided with lateral clamping ribs (9), is shown on the basis of the filling profi le (4). This receiving groove creates space for the rail fastenings (12) or cover caps (13) arranged at a distance in the longitudinal direction of the rail.
Das Füllprofi l (4') gemäß Fig. 1 zeigt dagegen den Zustand der Schienenanordnung (1) zwischen den einzelnen Schienen¬ befestigungen (12) bzw. Abdeckkappen (13), wobei in der Aufnahmenut das Schienenfußprofi l (10) einsitzt, und zwar unter Verankerung mittels der Klemmrippen (9) .1 shows the state of the rail arrangement (1) between the individual rail fastenings (12) or cover caps (13), the rail foot prof. (10) being seated in the receiving groove anchored by means of the clamping ribs (9).
Fig. 2 zeigt nun einmal anhand des Füllprofi ls (18' ) den Verformungsbereich, umfassend den Hohlraum (19), die Nut (20) und die gewinkelten Stege (21) im unbelasteten Zustand, d.h. ohne Einwi rkung der Schienenbefestigung (12) bzw. der Abdec k kappe (13) ,Fig. 2 now shows once based on the Füllprofi ls (18 ') the deformation area, including the cavity (19), the groove (20) and the angled webs (21) in the unloaded state, i.e. without affecting the rail fastening (12) or the cover cap (13),
Das Füllprofi l (18) gemäß Fig. 2 zeigt dagegen schematisiert die Verformung des Hohlraumes (19), der Nut (20) und der Stege (21 ) unter der Einwi rkung der Schienenbefestigung (12) bzw. der Abdeckkappe (13), wobei wiederum der Hohlraum nach dem Einbau mit einem Schaum, insbesondere Polyuret an-Schaum, ausgefüllt wi rd.The Füllprofi l (18) according to FIG. 2, however, shows schematically the deformation of the cavity (19), the groove (20) and the webs (21) under the action of the rail fastening (12) or the cover cap (13), wherein again the cavity is filled with a foam, in particular polyurethane foam, after installation.
Fig. 3 zeigt nun ein Fül lprofi l (25), wobei der zusätzliche zur St raßenbe l agse i t e (3) hin angeordnete Verformungsbereich als integriertes Tei l des Füllprofi ls mit einem längsver¬ laufenden Hohlraum (26) versehen ist, der insbesondere im Querschnitt gesehen im wesentlichen von trapezförmiger Gestalt ist.3 now shows a filling profile (25), the additional deformation area arranged towards the street side (3) as an integrated part of the filling profile being provided with a longitudinally extending cavity (26), which is particularly in the Cross section is essentially of a trapezoidal shape.
Nach Fig. 4 wird der zur Straßenbelagseite (3) hin ange¬ ordnete Verformungsbereich durch einen zusätzlichen Profi l¬ körper (27) gebi ldet, der mit einem längsverlaufenden Hohlraum (28) versehen ist, wobei im oberen und unteren Profi lbereich Einkerbungen (29) vorhanden sind, und zwar unter Bi ldung von gewinkelten Stegen (30), wobei wiederum die Stegspitzen (31) in Richtung des Hohlraummittelpunktes weisen.According to Fig. 4 towards the ange¬ arranged to road surface side (3) deformation region is arcs by an additional pro l ¬ body (27) gebi, the longitudinal end with a Cavity (28) is provided, with notches (29) being present in the upper and lower profile areas, with the formation of angled webs (30), the web tips (31) pointing in the direction of the center of the cavity.
Auch wenn die Fig. 3 und 4 den zusätzlichen Verformungsbe- reich jewei ls nur anhand eines einzigen Füllprofi ls aufzeigen, so wi rd in der Praxis jedes Füllprofi l mit der zweckmäßigen Verformungsanordnung ausgestattet, insbesondere im Kurvenbereich. 3 and 4 show the additional deformation area only with the aid of a single filling profile, in practice each filling profile is equipped with the appropriate deformation arrangement, in particular in the curve area.

Claims

A n s p r ü c h eExpectations
Schienenanordnung (1, 1 ' ', 1 ' ' '), bestehend ausRail arrangement (1, 1 '', 1 '' ') consisting of
- einer Schiene, insbesondere Ri llenschiene (2);- A rail, in particular grooved rail (2);
- einer elastischen Schienenlagerung, umfassend eine Rippenplatte (15) aus Metall, ein Fundament (17) sowie zwei Zwischenlagen (14, 16) aus elastomerem Werkstoff, die zwischen Schienenfuß und Rippenplatte bzw. zwischen Rippenplatte und Fundament angeordnet sind;- an elastic rail bearing, comprising a rib plate (15) made of metal, a foundation (17) and two intermediate layers (14, 16) made of elastomeric material, which are arranged between the rail foot and rib plate or between rib plate and foundation;
- zwei Kammern, die beidseitig zwischen der Schiene und dem Straßenbelag (3) vorhanden sind, wobei sich in jeder Kammer ein Füllprofi l (4, 4', 25) aus elastomerem Werkstoff, das insbesondere längsver¬ laufende Nuten (6) und/oder Kanäle (5) sowie Halte¬ lippen (7) aufweist, befindet; sowie- Two chambers, which are provided on both sides between the rail and the road surface (3), with each chamber having a filling profile (4, 4 ', 25) made of elastomeric material, which in particular has longitudinal grooves (6) and / or Has channels (5) and retaining lips (7) is located; such as
- beidseitig in Abstand angeordneten Schienenbefestigungen (12), die insbesondere mit Abdeckkappen (13) versehen sind; dadurch gekennzeichnet, daß- Rail fastenings (12) which are arranged at a distance on both sides and are in particular provided with cover caps (13); characterized in that
- sich jedes Füllprofi l (4, 4', 25) im Bereich der Schienenbefestigungen (12) zum Schienenfuß hin verjüngt, und zwar unter Bi ldung einer längs erlaufenden Aufnahme¬ nut (8) für die Schienenbefestigungen (12) bzw. Abdeck¬ kappen (13), wobei in der Aufnahmenut zwischen den Sc ienenbefestigungen bzw. Abdeckkappen ein Schienenfu߬ prof l (10) aus elastomerem Werkstoff einsitzt.- Each filling profile (4, 4 ', 25) tapers in the area of the rail fastenings (12) towards the rail foot, with the formation of a longitudinal receiving groove ( 8 ) for the rail fastenings (12) or cover caps (13 ) , a rail foot profile (10 ) made of elastomeric material being seated in the receiving groove between the rail fastenings or cover caps.
2. Schienenanordnung (11 ), bestehend aus2. Rail arrangement (1 1 ) consisting of
- einer Schiene, insbesondere Ri l lenschiene (2); - einer elastischen Schienenlagerung umfassend eine Rippenplatte (15) aus Metall, ein Fundament (17) sowie zwei Zwischenlagen (14, 16) aus elastomerem Werkstoff, die zwischen Schienenfuß und Rippenplatte bzw. Rippenplatte und Fundament angeordnet sind;- A rail, in particular roller rail (2); - an elastic rail bearing comprising a rib plate (15) made of metal, a foundation (17) and two intermediate layers (14, 16) made of elastomeric material, which are arranged between the rail base and rib plate or rib plate and foundation;
- zwei Kammern, die beidseitig zwischen der Schiene und dem Straßenbelag (3) vorhanden sind, wobei sich in jeder Kammer ein Füllprofi l (18, 18') aus elastomerem Werkstoff, das insbesondere längsver¬ laufende Nuten (6) und/oder Kanäle (5) sowie Haltelippen (7) aufweist, befindet; sowie- Two chambers, which are provided on both sides between the rail and the road surface (3), each chamber having a filling profile (18, 18 ') made of elastomeric material, which in particular has longitudinal grooves (6) and / or channels ( 5) and holding lips (7) is located; such as
- beidseitig in Abstand angeordneten Schienen¬ befestigungen (12), die insbesondere mit Abdeckkappen (13) versehen sind; dadurch ge kennze i c hent , daß- Rail fastenings (12) arranged at a distance on both sides, which are in particular provided with cover caps (13); characterized by the fact that
- im Bereich der Schienenbefestigungen (12) jedes Fül lprofi l einen verformbaren P rof i l be re i c h aufweist, umfassend- In the area of the rail fasteners (12), each filling profi le has a deformable profi le range, comprising
-einen längsverlaufenden Hohlraum (19), wobei dieser verformbare Profi lbereich den notwendigen Platz für die Schienenbefestigungen (12) bzw. Abdeckkappen (13) schafft, wobei wiederum der Hohlraum nach dem Einbau mit einem Schaum, insbesondere Polyurethan-Schaum, ausgefüllt ist.- A longitudinal cavity (19), this deformable profi area creates the necessary space for the rail fastenings (12) or cover caps (13), the cavity being filled with a foam, in particular polyurethane foam, after installation.
3. Schienenanordnung nach Anspruch 1, dadurch gekennzeichnet, daß das Schienenfußprofi l (10) im Querschnitt gesehen im wesentlichen von dreiecksför iger Gestalt ist.3. Rail arrangement according to claim 1, characterized in that the rail foot profi l (10) seen in cross section is substantially of triangular shape.
4. Schienenanordnung nach Anspruch 1 oder 3, dadurch gekennzeichnet, daß die Aufnahmenut (8) seit liche Klemm¬ rippen (9) aufweist, und zwar zwecks Verankerung des Schienen ußprofi ls (10) im Füllprofi l (4, 4', 25) . 4. Rail arrangement according to claim 1 or 3, characterized in that the receiving groove (8) since Liche Klemm¬ ribs (9), for the purpose of anchoring the rails ußprofi ls (10) in the Füllprofi l (4, 4 ', 25) .
5. Sc ienenanordnung nach Anspruch 1, 3 oder 4, dadurch gekennzeichnet, daß das Schienenfußprofi l (10) mit wenigstens einem längs er laufenden Kanal (11) versehen ist.5. Sc ieneanordnung according to claim 1, 3 or 4, characterized in that the rail foot profi l (10) with at least one longitudinally running channel (11) is provided.
6. Schienenanordnung nach Anspruch 2, dadurch gekennzeichnet, daß das Füllprofi l im Schienenfußbereich eine längsver¬ laufende Nut (20) aufweist, und zwar unter Bi ldung eines gewinkelten Steges (21), wobei die Stegspitze (22) in Richtung des Höh l raumm i 11e l punkt es weist.6. Rail arrangement according to claim 2, characterized in that the Füllprofi l in the rail foot region has a longitudinal groove (20), with the formation of an angled web (21), the web tip (22) in the direction of the Höh l raumm i 11e l point it points.
7. Schienenanordnung nach Anspruch 2, insbesondere in Verbindung mit Anspruch 6, dadurch gekennzeichnet, daß der Hohlraum (19) von Flanken (23, 24) umgeben ist, die aufeinander zulaufen, und zwar - bezogen auf den unbe¬ lasteten Zustand - unter Bi ldung einer im wesentlichen dreiecksförmigen Querschnittsgestalt.7. Rail arrangement according to claim 2, in particular in connection with claim 6, characterized in that the cavity (19) is surrounded by flanks (23, 24) which converge towards each other, namely - based on the unloaded state - under Bi An essentially triangular cross-sectional shape.
8. Schienenanordnung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß das in der Kammer einsitzende Füllprofi l (4, 25) zur Straßenbelagseite (3) hin einen zusätzlichen Verformungsbereich aufweist.8. Rail arrangement according to one of claims 1 to 7, characterized in that the filling profi sitting in the chamber l (4, 25) to the road surface side (3) has an additional deformation area.
9. Schienenanordnung nach Anspruch 8, dadurch gekennzeichnet, daß der Verformungsbereic als integriertes Tei l des Fül lprofi les (25) mit einem längsverlaufenden Hohlraum (26) versehen ist, der insbesondere im Querschnitt gesehen im wesentlichen von trapezförmiger Gestalt ist.9. Rail arrangement according to claim 8, characterized in that the deformation area is provided as an integrated part of the filling lprofi les (25) with a longitudinal cavity (26), which is seen in cross-section essentially of a trapezoidal shape.
10. Schienenanordnung nach Anspruch 8, dadurch gekennzeichnet, daß der Verformungsbereich ein zusätzlicher Profi l¬ körper (27) ist, der mit einem längsverlaufenden Hohlraum (28) versehen ist. 10. Rail arrangement according to claim 8, characterized in that the deformation region is an additional professional l¬ body (27) which is provided with a longitudinal cavity (28).
11. Schienenanordnung nach Anspruch 10, dadurch gekennzeichnet, daß der zusätzliche Profi lkörper (27) im oberen und unteren Profi lbereich Einkerbungen (29) aufweist, und zwar unter Bi ldung von gewinkelten Stegen (30), wobei die Stegspitzen (31 ) in Richtung des Höh L raumm i t te lpunkt es weisen.11. A rail arrangement according to claim 10, characterized in that the additional professional body (27) has notches (29) in the upper and lower professional region, with the formation of angled webs (30), the web tips (31) in the direction of the Höh L space center.
12. Schienenanordnung nach Anspruch 10 oder 11, dadurch gekennzeichnet, daß der zusätzliche Profi lkörper (27) mit dem Füllprofi l (4) verklebt ist.12. Rail arrangement according to claim 10 or 11, characterized in that the additional prof l body (27) with the Füllprofi l (4) is glued.
13. Verwendung einer Schienenanordnung nach einem der Ansprüche 8 bis 12 für den Kurvenbereich. 13. Use of a rail arrangement according to one of claims 8 to 12 for the curve area.
EP95917261A 1994-05-05 1995-05-03 Rail arrangement Expired - Lifetime EP0707675B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE9407451U 1994-05-05
DE9407451 1994-05-05
PCT/DE1995/000563 WO1995030796A1 (en) 1994-05-05 1995-05-03 Rail arrangement

Publications (2)

Publication Number Publication Date
EP0707675A1 true EP0707675A1 (en) 1996-04-24
EP0707675B1 EP0707675B1 (en) 2001-03-28

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EP95917261A Expired - Lifetime EP0707675B1 (en) 1994-05-05 1995-05-03 Rail arrangement

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EP (1) EP0707675B1 (en)
AT (1) ATE200122T1 (en)
DE (2) DE59509124D1 (en)
HU (1) HU217882B (en)
WO (1) WO1995030796A1 (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1010355A6 (en) * 1997-01-16 1998-06-02 Stephane Dirven Anti-noise.
DE19709111C2 (en) * 1997-03-06 2003-01-02 Sedra Asphalt Technik Biebrich Rail chamber filling element for mechanical installation on rails and installation method and device
PL343516A1 (en) * 1998-04-15 2001-08-27 Phoenix Ag Rail system
RU2231589C2 (en) 1998-10-16 2004-06-27 Феникс Акциенгезелльшафт Scheme for laying rails and method of its realization
FR2791369B1 (en) * 1999-03-27 2004-09-24 Regie Autonome Transports FILLING PROFILES FOR FLOOR RAIL TRACK
DE19939838A1 (en) * 1999-08-21 2001-02-22 Freiburger Verkehrs Ag Damping profile for rails, in particular, grooved rails only partially fills the rail chambers, and comprises an elastically compliant top section which is pressed against the underside of the rail head
FR2885372B1 (en) * 2005-05-03 2010-10-29 Plastiform S DEVICE FOR THE ISOLATION AND SEALING OF A RAIL OF RAILWAY EQUIPMENT, TRAMWAY TYPE, MOUNTED ON TRAVERS
DE102006003698A1 (en) 2006-01-26 2007-08-02 Phoenix Dichtungstechnik Gmbh rail arrangement
ES2618559T3 (en) * 2006-10-19 2017-06-21 Plastiform's Insulation and sealing device for a rail of a rolling stock, of the tram type, mounted on sleepers
DE102013011451B4 (en) 2013-07-10 2022-01-05 Carl Freudenberg Kg Filling profile for railroad tracks
EP2845951A1 (en) 2013-09-04 2015-03-11 Prefarails Holding Rail jacket for rails intended for rail vehicles
RU188908U1 (en) * 2019-02-14 2019-04-29 Общество с ограниченной ответственностью "ГСК Красный Треугольник" Catching latch

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8520560U1 (en) * 1985-07-17 1985-09-12 Phoenix Ag, 2100 Hamburg Groove sealing profile
DE8527073U1 (en) * 1985-09-21 1985-11-14 Phoenix Ag, 2100 Hamburg Grooved rail sealing profile
DE59100054D1 (en) * 1990-01-31 1993-04-15 Phoenix Ag TRACK ROD SEALING DEVICE.
DE4224082C2 (en) * 1992-07-22 1996-10-31 Draebing Kg Wegu Sound-absorbing base bearing for a rail

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9530796A1 *

Also Published As

Publication number Publication date
DE59509124D1 (en) 2001-05-03
EP0707675B1 (en) 2001-03-28
ATE200122T1 (en) 2001-04-15
HU217882B (en) 2000-04-28
HU9503645D0 (en) 1996-02-28
HUT74751A (en) 1997-02-28
WO1995030796A1 (en) 1995-11-16
DE29507028U1 (en) 1995-08-17

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