EP1467023B1 - Système de rail enrobé - Google Patents

Système de rail enrobé Download PDF

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Publication number
EP1467023B1
EP1467023B1 EP04447051A EP04447051A EP1467023B1 EP 1467023 B1 EP1467023 B1 EP 1467023B1 EP 04447051 A EP04447051 A EP 04447051A EP 04447051 A EP04447051 A EP 04447051A EP 1467023 B1 EP1467023 B1 EP 1467023B1
Authority
EP
European Patent Office
Prior art keywords
rail
gutter
lateral walls
embedding layer
embedding
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
EP04447051A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1467023A1 (fr
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.)
Global Expert Track System LLC
Original Assignee
Global Expert Track System LLC
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 Global Expert Track System LLC filed Critical Global Expert Track System LLC
Priority to PL04447051T priority Critical patent/PL1467023T3/pl
Publication of EP1467023A1 publication Critical patent/EP1467023A1/fr
Application granted granted Critical
Publication of EP1467023B1 publication Critical patent/EP1467023B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E01C9/06—Pavings adjacent tramways rails ; Pavings comprising railway tracks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E01B21/02—Special supporting means; Draining of rails

Definitions

  • the present invention relates to a rail fixed in a coating for the installation of railways in a road, according to the preamble of independent claim 1.
  • the invention also relates to a method for installing this rail according to independent claim 8.
  • the document EP 1219749 A shows a rail with a rubber coating and a rail pad housed in a rubber casing with an elastic intermediate layer.
  • the rail pad casing should, it seems, be considered rigid and the rail pad rests on an elastic layer.
  • the runner of the rail is however not entirely embedded in an elastic flexible material. Such a rail mounting does not allow sufficient vertical movement of the rail during the passage of the wheels of a vehicle on the rail.
  • the document DE 29824558 U shows a rail entirely covered with an elastic material (lateral coating and an elastic plate with a U-shaped sheath). Such a rail mounting does not ensure satisfactory stabilization of the rail during the passage of the wheels of a vehicle on the rail.
  • the invention aims to overcome the aforementioned drawbacks.
  • a rail system comprising a rail and a coating sheath longitudinally coating the sides of the rail and resting in a channel formed by profiles or made in a beam or concrete platform.
  • the coating sheath is consisting of two layers: a flexible lower layer that promotes the achievement of an optimal damping level of vibrations and noise and that coats the rail pad and a rigid upper layer that ensures the lateral and longitudinal stability of the rail and that s extends from both sides of the web of the rail at least to the base of the rail head.
  • the lower and upper layers of the coating sheath are produced using fluid products or mixtures that are cold-cast or hot-cast in the gutter and stabilize on site.
  • the rail is stabilized laterally by the rigid upper coating while the flexible lower coating allows the vertical displacement of the rail during the passage of the wheels of a vehicle on the rail and thus allows a damping optimal vibration and noise.
  • the surfaces of the rail are advantageously covered with a primer to ensure excellent adhesion between rail and coating sheath.
  • the inner vertical surfaces of the gutter are advantageously coated with a grease or other sliding product to provide a sliding interface between gutter and coating. This, to ensure a free vertical movement between the coating and the gutter.
  • the surface of the vertical walls of the gutter may have vertical corrugations or ribs, for example, or any other suitable means to block the longitudinal movement between the coating sheath and the gutter.
  • An upper seal may be disposed on the upper surface of the rigid coating.
  • This seal consists of a material having a perfect adhesion with the rail and with the gutter and not sticking to the rigid coating.
  • a separating sheet made of PVC, for example
  • the walls of the trough may be slightly inclined toward the rail head or formed with corrugations or partial vertical ribs, which terminate at the height of the seal.
  • the surface of the vertical walls of the gutter is flat over the entire height of the seal.
  • the rail and the coating sheath form an assembly that can move vertically relative to the gutter.
  • This vertical displacement is a function of the stiffness of the relatively soft bottom coating layer.
  • the use of a coating material of relatively low density for the soft bottom coating layer promotes the achievement of an optimum damping level of vibrations and noise during operation of the railway.
  • the rigid upper coating layer meanwhile, provides lateral and longitudinal stability of the rail. It limits lateral displacement, rotation and longitudinal displacement.
  • a rail section and the coating sheath form an assembly housed in a box ready to be placed on a site.
  • the implementation can then be done in a very short time.
  • the rail 1 is coated with a coating sheath contained in a gutter 3 along the rail on both sides.
  • the longitudinal walls of the gutter are formed by two sections 2 or two concrete walls.
  • the coating sheath consists of two layers.
  • a first relatively soft coating layer 4 is poured into the gutter 3 to a level located a few centimeters higher than the upper edge of the rail of the rail 1.
  • This lower coating layer consists of an elastic fluid product which stabilizes on site in the gutter.
  • a second relatively rigid coating layer 5 is poured into the gutter above the lower layer 4 to a level of -30 mm, for example, with respect to the upper edge of the rail.
  • This upper coating layer 5 consists of a fluid product having a density higher than that of the lower coating layer.
  • the layers of the coating sheath are for example made of polyurethane, cork particles or rubber and epoxy resins, or mixtures of these substances.
  • the lower layer and the upper layer are cast in two separate steps.
  • the stiffness of the coating layers are chosen according to the required axle load and vibration damping. Typical values of the stiffness of the coating are between about 5 and 30 kN / mm / m for the flexible coating and between 30 and 100 kN / mm / m for the rigid coating.
  • the upper surface of the upper coating layer 5 is coated with an elastic seal 6 for the purpose of preventing the infiltration of rainwater into the gutter.
  • the seal 6 is made of a material having a tensile strength on concrete and steel greater than about 2.5 N / mm 2 .
  • the surfaces of the rail are advantageously covered with a primer to ensure excellent adhesion between rail and coating sheath.
  • the inner vertical surfaces of the gutter are advantageously coated with a grease or other sliding product to provide a sliding interface between gutter and coating. This ensures a free vertical movement between the coating and the gutter.
  • the surface of the vertical walls of the gutter may have vertical corrugations or ribs, for example, or any other suitable means to block the longitudinal movement between the coating sheath and the gutter.
  • the upper surface of the upper coating layer 5 is preferably coated with an elastic seal 6 intended to prevent the infiltration of rainwater into the gutter.
  • the seal 6 is made of a material having a tensile strength on concrete and steel greater than about 2.5 N / mm 2 .
  • the road After aligning the rails 1 and casting the coating sheath 4 and 5, the road can be concreted in one or more phases. It is understood that the invention is feasible with rails and grooved with Vignol rails.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Pens And Brushes (AREA)
  • Ropes Or Cables (AREA)
  • Road Signs Or Road Markings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Sewage (AREA)
EP04447051A 2003-04-11 2004-03-02 Système de rail enrobé Expired - Lifetime EP1467023B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04447051T PL1467023T3 (pl) 2003-04-11 2004-03-02 System szyny w otulinie

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE200300235 2003-04-11
BE2003/0235A BE1016434A5 (fr) 2003-04-11 2003-04-11 Systeme de rail enrobe.

Publications (2)

Publication Number Publication Date
EP1467023A1 EP1467023A1 (fr) 2004-10-13
EP1467023B1 true EP1467023B1 (fr) 2008-07-02

Family

ID=32854917

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04447051A Expired - Lifetime EP1467023B1 (fr) 2003-04-11 2004-03-02 Système de rail enrobé

Country Status (7)

Country Link
EP (1) EP1467023B1 (pl)
AT (1) ATE399902T1 (pl)
BE (1) BE1016434A5 (pl)
DE (1) DE602004014670D1 (pl)
ES (1) ES2309483T3 (pl)
PL (1) PL1467023T3 (pl)
PT (1) PT1467023E (pl)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2420620A1 (en) * 2010-08-16 2012-02-22 Acciona Infraestructuras, S.A. Damping material for railway rails

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT387996B (de) * 1987-09-25 1989-04-10 Getzner Chemie Gmbh & Co Einrichtung zur elastischen lagerung von rillenschienen
GB9622924D0 (en) * 1996-11-04 1997-01-08 Alh Syst Ltd Polymer embedment of rails
NL1006483C2 (nl) * 1997-07-04 1999-01-05 Tno Spoorbaan met verbeterde trillingsdemping en geluidsreductie.
DE29824558U1 (de) * 1998-12-01 2001-08-09 Ortwein, Hermann, 51588 Nümbrecht Schienenlager
DE10064254A1 (de) * 2000-12-22 2002-07-04 Knape Vermoegensverwaltungs Gm Gleiskonstruktion

Also Published As

Publication number Publication date
DE602004014670D1 (de) 2008-08-14
EP1467023A1 (fr) 2004-10-13
PT1467023E (pt) 2008-10-08
BE1016434A5 (fr) 2006-11-07
ES2309483T3 (es) 2008-12-16
ATE399902T1 (de) 2008-07-15
PL1467023T3 (pl) 2009-01-30

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