EP1467023B1 - Système de rail enrobé - Google Patents
Système de rail enrobé Download PDFInfo
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 13
- 238000013016 damping Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 4
- 239000013013 elastic material Substances 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 claims 1
- 239000011248 coating agent Substances 0.000 abstract description 38
- 238000000576 coating method Methods 0.000 abstract description 38
- 239000011247 coating layer Substances 0.000 description 11
- 239000010410 layer Substances 0.000 description 11
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000004519 grease Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000005060 rubber Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010073 coating (rubber) Methods 0.000 description 1
- 239000007799 cork Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
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)
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)
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)
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 |
-
2003
- 2003-04-11 BE BE2003/0235A patent/BE1016434A5/fr not_active IP Right Cessation
-
2004
- 2004-03-02 PT PT04447051T patent/PT1467023E/pt unknown
- 2004-03-02 EP EP04447051A patent/EP1467023B1/fr not_active Expired - Lifetime
- 2004-03-02 PL PL04447051T patent/PL1467023T3/pl unknown
- 2004-03-02 DE DE602004014670T patent/DE602004014670D1/de not_active Expired - Lifetime
- 2004-03-02 AT AT04447051T patent/ATE399902T1/de not_active IP Right Cessation
- 2004-03-02 ES ES04447051T patent/ES2309483T3/es not_active Expired - Lifetime
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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