WO1995030796A1 - Systeme de rail - Google Patents

Systeme de rail Download PDF

Info

Publication number
WO1995030796A1
WO1995030796A1 PCT/DE1995/000563 DE9500563W WO9530796A1 WO 1995030796 A1 WO1995030796 A1 WO 1995030796A1 DE 9500563 W DE9500563 W DE 9500563W WO 9530796 A1 WO9530796 A1 WO 9530796A1
Authority
WO
WIPO (PCT)
Prior art keywords
rail
arrangement according
elastomeric material
filling
profi
Prior art date
Application number
PCT/DE1995/000563
Other languages
German (de)
English (en)
Inventor
Helmuth Blank
Bernd Pahl
Original Assignee
Phoenix Aktiengesellschaft
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 Aktiengesellschaft filed Critical Phoenix Aktiengesellschaft
Priority to EP95917261A priority Critical patent/EP0707675B1/fr
Priority to DE59509124T priority patent/DE59509124D1/de
Priority to AT95917261T priority patent/ATE200122T1/de
Publication of WO1995030796A1 publication Critical patent/WO1995030796A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/11—Embedded 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.

Landscapes

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

Abstract

L'invention concerne un système de rail, comprenant un rail, notamment un rail à gorge (2); un logement de rail élastique, composé d'une plaque nervurée en métal, d'une base (17) ainsi que de deux couches intermédiaires (14, 16) en élastomère, disposées entre le patin du rail et la plaque nervurée et entre la plaque nervurée et la base; deux compartiments, situés de chaque côté entre le rail et le revêtement de chaussée (3). Un profilé de remplissage (4, 4') en élastomère, présentant notamment des gorges (6) longitudinales et/ou des canaux (5) ainsi que des lèvres de maintien (7) se trouve dans chaque compartiment. En outre, ce système de rail comprend, des deux côtés, des fixations de rail (12) espacées, munies notamment de chapes (13). Chacun des profilés de remplissage (4, 4') se rétrécit dans la zone des fixations de rail (12) vers le patin de rail, en formant une gorge de logement (8) longitudinale destinée aux fixations de rail et aux chapes (13), un profilé de patin de rail (10) en élastomère étant placé dans la gorge de logement entre les fixations de rail et les chapes. Une autre variante est également présentée.
PCT/DE1995/000563 1994-05-05 1995-05-03 Systeme de rail WO1995030796A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP95917261A EP0707675B1 (fr) 1994-05-05 1995-05-03 Systeme de rail
DE59509124T DE59509124D1 (de) 1994-05-05 1995-05-03 Schienenanordnung
AT95917261T ATE200122T1 (de) 1994-05-05 1995-05-03 Schienenanordnung

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DEG9407451.8U 1994-05-05
DE9407451 1994-05-05

Publications (1)

Publication Number Publication Date
WO1995030796A1 true WO1995030796A1 (fr) 1995-11-16

Family

ID=6908254

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE1995/000563 WO1995030796A1 (fr) 1994-05-05 1995-05-03 Systeme de rail

Country Status (5)

Country Link
EP (1) EP0707675B1 (fr)
AT (1) ATE200122T1 (fr)
DE (2) DE29507028U1 (fr)
HU (1) HU217882B (fr)
WO (1) WO1995030796A1 (fr)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0854234A1 (fr) * 1997-01-16 1998-07-22 Stephane Dirven Dispositif anti-bruit
WO1999053141A1 (fr) * 1998-04-15 1999-10-21 Phoenix Aktiengesellschaft Ensemble rail
WO2000023652A1 (fr) 1998-10-16 2000-04-27 Phoenix Aktiengesellschaft Systeme de rail a isolation electrique
FR2791369A1 (fr) * 1999-03-27 2000-09-29 Regie Autonome Transports Profiles de remplissage pour rail de voie ferree affleurant le sol
DE19939838A1 (de) * 1999-08-21 2001-02-22 Freiburger Verkehrs Ag Dämpfungsprofil für Rillenschienen
FR2885372A1 (fr) * 2005-05-03 2006-11-10 Plastiform S Sa Dispositif d'isolation et d'etancheite d'un rail de materiel roulant, du type tramway, monte sur des traverses
EP1916336A1 (fr) * 2006-10-19 2008-04-30 Plastiform's Dispositif d'isolation et d'étanchéité d'un rail de matériel roulant, du type tramway, monté sur des traverses
DE102013011451A1 (de) 2013-07-10 2015-01-29 Carl Freudenberg Kg Füllprofil für Bahngleise
EP2845951A1 (fr) 2013-09-04 2015-03-11 Prefarails Holding Jaquette pour rail destiné aux véhicules ferroviaires
RU188908U1 (ru) * 2019-02-14 2019-04-29 Общество с ограниченной ответственностью "ГСК Красный Треугольник" Фиксатор сборного покрытия путей

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19709111C2 (de) * 1997-03-06 2003-01-02 Sedra Asphalt Technik Biebrich Schienenkammerfüllelement zum maschinellen Einbau an Schienen sowie Einbauverfahren und -vorrichtung
DE102006003698A1 (de) 2006-01-26 2007-08-02 Phoenix Dichtungstechnik Gmbh Schienenanordnung

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8520560U1 (de) * 1985-07-17 1985-09-12 Phoenix Ag, 2100 Hamburg Spurrillen-Dichtprofil
DE8527073U1 (de) * 1985-09-21 1985-11-14 Phoenix Ag, 2100 Hamburg Rillenschienen-Dichtprofil
EP0440159A1 (fr) * 1990-01-31 1991-08-07 Phoenix Aktiengesellschaft Dispositif d'étanchéité pour ornière de voie
EP0581202A1 (fr) * 1992-07-22 1994-02-02 WEGU Gummi- und Kunststoffwerke Walter Dräbing KG Support de rail amortissant le bruit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8520560U1 (de) * 1985-07-17 1985-09-12 Phoenix Ag, 2100 Hamburg Spurrillen-Dichtprofil
DE8527073U1 (de) * 1985-09-21 1985-11-14 Phoenix Ag, 2100 Hamburg Rillenschienen-Dichtprofil
EP0440159A1 (fr) * 1990-01-31 1991-08-07 Phoenix Aktiengesellschaft Dispositif d'étanchéité pour ornière de voie
EP0581202A1 (fr) * 1992-07-22 1994-02-02 WEGU Gummi- und Kunststoffwerke Walter Dräbing KG Support de rail amortissant le bruit

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0854234A1 (fr) * 1997-01-16 1998-07-22 Stephane Dirven Dispositif anti-bruit
WO1999053141A1 (fr) * 1998-04-15 1999-10-21 Phoenix Aktiengesellschaft Ensemble rail
US6471138B1 (en) 1998-10-16 2002-10-29 Phoenix Aktiengesellschaft Electrically insulating rail system
WO2000023652A1 (fr) 1998-10-16 2000-04-27 Phoenix Aktiengesellschaft Systeme de rail a isolation electrique
FR2791369A1 (fr) * 1999-03-27 2000-09-29 Regie Autonome Transports Profiles de remplissage pour rail de voie ferree affleurant le sol
WO2000058558A1 (fr) * 1999-03-27 2000-10-05 R.A.T.P. (Regie Autonome Des Transports Parisiens) Epic Profiles de remplissage pour rail de voie ferree affleurant le sol
DE19939838A1 (de) * 1999-08-21 2001-02-22 Freiburger Verkehrs Ag Dämpfungsprofil für Rillenschienen
FR2885372A1 (fr) * 2005-05-03 2006-11-10 Plastiform S Sa Dispositif d'isolation et d'etancheite d'un rail de materiel roulant, du type tramway, monte sur des traverses
EP1916336A1 (fr) * 2006-10-19 2008-04-30 Plastiform's Dispositif d'isolation et d'étanchéité d'un rail de matériel roulant, du type tramway, monté sur des traverses
DE102013011451A1 (de) 2013-07-10 2015-01-29 Carl Freudenberg Kg Füllprofil für Bahngleise
DE102013011451B4 (de) 2013-07-10 2022-01-05 Carl Freudenberg Kg Füllprofil für Bahngleise
EP2845951A1 (fr) 2013-09-04 2015-03-11 Prefarails Holding Jaquette pour rail destiné aux véhicules ferroviaires
WO2015032879A1 (fr) 2013-09-04 2015-03-12 Prefarails Holding Jaquette pour rail destine aux vehicules ferroviaires
RU188908U1 (ru) * 2019-02-14 2019-04-29 Общество с ограниченной ответственностью "ГСК Красный Треугольник" Фиксатор сборного покрытия путей

Also Published As

Publication number Publication date
EP0707675A1 (fr) 1996-04-24
DE29507028U1 (de) 1995-08-17
DE59509124D1 (de) 2001-05-03
ATE200122T1 (de) 2001-04-15
HU217882B (hu) 2000-04-28
HUT74751A (en) 1997-02-28
EP0707675B1 (fr) 2001-03-28
HU9503645D0 (en) 1996-02-28

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