EP0569867A1 - Construction de rail - Google Patents

Construction de rail Download PDF

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Publication number
EP0569867A1
EP0569867A1 EP93107408A EP93107408A EP0569867A1 EP 0569867 A1 EP0569867 A1 EP 0569867A1 EP 93107408 A EP93107408 A EP 93107408A EP 93107408 A EP93107408 A EP 93107408A EP 0569867 A1 EP0569867 A1 EP 0569867A1
Authority
EP
European Patent Office
Prior art keywords
layer
arrangement according
rail arrangement
sleepers
elastomeric material
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
EP93107408A
Other languages
German (de)
English (en)
Other versions
EP0569867B1 (fr
EP0569867B2 (fr
Inventor
Norbert Dipl.-Ing. Garbers
Bernd Pahl
Werner Dr.-Ing. Grabe
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6458481&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0569867(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Phoenix AG filed Critical Phoenix AG
Publication of EP0569867A1 publication Critical patent/EP0569867A1/fr
Publication of EP0569867B1 publication Critical patent/EP0569867B1/fr
Application granted granted Critical
Publication of EP0569867B2 publication Critical patent/EP0569867B2/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
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • 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
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • 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
    • E01B2204/05—Use of geotextiles

Definitions

  • the invention relates to a rail arrangement consisting of the rail track, sleepers made of wood, concrete or the like. And the ballast bed on which the sleepers are mounted.
  • an elastic rail bearing consisting of an upper plate and lower plate made of steel and a rubber plate arranged between them, the upper and lower plate being able to be set under variable prestress by a plurality of screw bolts and rubber rings arranged on them.
  • the rail foot itself is anchored in the top plate.
  • the object of the invention is to reduce the structure-borne noise in a generic rail arrangement in which the sleepers are mounted on a ballast bed, in particular as part of the retrofitting of existing lines, without a time-consuming ballast removal.
  • an elastic base is arranged on the underside of the sleepers, which essentially consists of two layers, the layer facing the underside of the sleepers being an elastomeric material, while the layer surrounding the ballast bed is a nonwoven.
  • Fig. 1 shows a rail arrangement consisting of the rail track (1) with fastening means (2), the sleepers (3), the ballast bed (4) and the elastic base (5).
  • the base (5) consists of two layers (6, 7), the layer (6) facing the underside (8) of the sleepers being an elastomeric material (rubber or rubber-like material), while the layer surrounded by the ballast bed (4) (7) is a nonwoven (e.g. geotextile). Both layers (6, 7) are each formed flat and in one piece and have the same width, the width adapting to that of the sleepers (3).
  • the layer (6) has channels (9) which run in the form of a strand in the longitudinal direction of the sleepers and are arranged in a single row, the channels here essentially having a rhombic cross-sectional shape.
  • Fig. 3 shows essentially the same layer (6) as shown in Fig. 2, but with the difference that here an additional reinforcement insert (10) is present (embedded), which is arranged on the underside (i.e. on the nonwoven side).
  • an additional reinforcement insert (10) is present (embedded), which is arranged on the underside (i.e. on the nonwoven side).
  • Fig. 4 now shows a layer (6) with a two-row arrangement of channels (11, 12) with simultaneous formation of a lattice structure (ie offset principle).
  • the channels here have a circular cross-sectional shape.
  • the layer (6) made of elastomeric material with a minimum thickness of 8 mm preferably has a Shore A hardness of 50 to 60 ° .
  • the layer (7) of nonwoven fabric underneath has a minimum thickness of 2 mm.
  • Fig. 5 now shows a rail arrangement with the construction principle according to FIG. 1, only with the difference that here the layer (7 ') of the nonwoven fabric surrounding the ballast bed (4) is designed as a sleeper shoe (17 - Fig. 8), the Formation of the threshold shoe is described in more detail below.
  • the elastic base (5 ') consists of the layer (6) made of elastomeric material with a cross-sectional shape according to FIG. 4 and the layer (7') made of nonwoven.
  • the width b of the layer (7 ') is greater than the width a of the layer (6), which in turn essentially corresponds to the threshold width.
  • FIG. 7 now shows the construction principle according to FIG. 6 in a three-dimensional representation. It is made clear that the layer (7 ') is also longer than the layer (6), which has essentially the same length as the threshold.
  • the threshold shoe (17) is formed by folding the side strips (13, 14, 15, 16) in the direction of the arrow - FIG. 8.
  • the layer (6) made of elastomeric material is expediently glued to the layer (7, 7 ') made of nonwoven.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Moving Of Heads (AREA)
  • Insulated Conductors (AREA)
  • Seats For Vehicles (AREA)
  • Floor Finish (AREA)
EP93107408A 1992-05-09 1993-05-07 Construction de rail Expired - Lifetime EP0569867B2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4215291 1992-05-09
DE4215291 1992-05-09

Publications (3)

Publication Number Publication Date
EP0569867A1 true EP0569867A1 (fr) 1993-11-18
EP0569867B1 EP0569867B1 (fr) 1996-10-16
EP0569867B2 EP0569867B2 (fr) 2001-08-01

Family

ID=6458481

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93107408A Expired - Lifetime EP0569867B2 (fr) 1992-05-09 1993-05-07 Construction de rail

Country Status (4)

Country Link
EP (1) EP0569867B2 (fr)
AT (1) ATE144300T1 (fr)
DE (1) DE59304158D1 (fr)
ES (1) ES2094960T5 (fr)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
EP0672789A1 (fr) * 1994-03-17 1995-09-20 Huber + Suhner AG Kabel-, Kautschuk-, Kunststoffwerke Semelle de ballast pour voies de chemin de fer
EP0733738A1 (fr) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Procédé de fabrication d'un support de rail de chemin de fer, et support susceptible d'être obtenu par la mise en oeuvre de ce procédé
WO2001029319A1 (fr) * 1999-10-18 2001-04-26 Phoenix Ag Mat a tubes
EP1186709A3 (fr) * 2000-09-12 2002-07-03 Plasticos Mondragon, S.A. Patin de traverse en béton pour voie ferrée à grande vitesse
EP1279769A2 (fr) * 2001-07-26 2003-01-29 Patrick Vanhonacker Dispositif de support pour rails de voie ferrée posée sur ballast
WO2008122066A1 (fr) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Radier de traverse
US7896255B2 (en) 2007-01-18 2011-03-01 Msb-Management Gmbh Partly foamed railroad track support arrangement
WO2013068259A1 (fr) * 2011-11-10 2013-05-16 Semperit Ag Holding Semelle de traverse de chemin de fer munie d'un revêtement réduisant les frottements pour une traverse de chemin de fer et traverse de chemin de fer pourvue d'une telle semelle
CN111757958A (zh) * 2018-02-14 2020-10-09 盖茨纳工业原料控股有限责任公司 轨枕底
EP4083320A1 (fr) 2021-04-28 2022-11-02 Johannes Stephanides Traverse de rail
EP4386136A1 (fr) * 2022-12-13 2024-06-19 Getzner Werkstoffe Holding GmbH Semelle de seuil

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2745220A1 (de) * 1977-10-07 1979-04-12 Peter Dipl Ing Heine Elastische schienenunterlage (fuer kranschienen)
EP0008743A1 (fr) * 1978-08-22 1980-03-19 Jacob Albertus Eisses Procédé pour améliorer l'absorption des vibrations d'une voie ferrée supportée par un lit de ballast et voie obtenue par ce procédé
FR2511405A1 (fr) * 1981-08-12 1983-02-18 Luchaire Sa Dispositif amortisseur pour voie ferree traditionnelle et procede de preparation de plaques pour ledit dispositif
US4609144A (en) * 1984-04-27 1986-09-02 Stedef S.A. Railroad tie cover

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2745220A1 (de) * 1977-10-07 1979-04-12 Peter Dipl Ing Heine Elastische schienenunterlage (fuer kranschienen)
EP0008743A1 (fr) * 1978-08-22 1980-03-19 Jacob Albertus Eisses Procédé pour améliorer l'absorption des vibrations d'une voie ferrée supportée par un lit de ballast et voie obtenue par ce procédé
FR2511405A1 (fr) * 1981-08-12 1983-02-18 Luchaire Sa Dispositif amortisseur pour voie ferree traditionnelle et procede de preparation de plaques pour ledit dispositif
US4609144A (en) * 1984-04-27 1986-09-02 Stedef S.A. Railroad tie cover

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
SCHWEIZERISCHE BAUZEITUNG Bd. 91, Nr. 51, 20. Dezember 1973, Seite 1245 - 'Kunststoffschwellen für die Wiener U-Bahn' *

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
EP0672789A1 (fr) * 1994-03-17 1995-09-20 Huber + Suhner AG Kabel-, Kautschuk-, Kunststoffwerke Semelle de ballast pour voies de chemin de fer
EP0733738A1 (fr) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Procédé de fabrication d'un support de rail de chemin de fer, et support susceptible d'être obtenu par la mise en oeuvre de ce procédé
FR2732046A1 (fr) * 1995-03-20 1996-09-27 Vagneux Traverses Beton Procede de fabrication d'un support de rail de chemin de fer, et support susceptible d'etre obtenu par la mise en oeuvre de ce procede.
WO2001029319A1 (fr) * 1999-10-18 2001-04-26 Phoenix Ag Mat a tubes
EP1186709A3 (fr) * 2000-09-12 2002-07-03 Plasticos Mondragon, S.A. Patin de traverse en béton pour voie ferrée à grande vitesse
EP1279769A2 (fr) * 2001-07-26 2003-01-29 Patrick Vanhonacker Dispositif de support pour rails de voie ferrée posée sur ballast
EP1279769A3 (fr) * 2001-07-26 2004-01-02 Patrick Vanhonacker Dispositif de support pour rails de voie ferrée posée sur ballast
US7896255B2 (en) 2007-01-18 2011-03-01 Msb-Management Gmbh Partly foamed railroad track support arrangement
WO2008122066A1 (fr) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Radier de traverse
WO2013068259A1 (fr) * 2011-11-10 2013-05-16 Semperit Ag Holding Semelle de traverse de chemin de fer munie d'un revêtement réduisant les frottements pour une traverse de chemin de fer et traverse de chemin de fer pourvue d'une telle semelle
CN111757958A (zh) * 2018-02-14 2020-10-09 盖茨纳工业原料控股有限责任公司 轨枕底
EP4083320A1 (fr) 2021-04-28 2022-11-02 Johannes Stephanides Traverse de rail
EP4386136A1 (fr) * 2022-12-13 2024-06-19 Getzner Werkstoffe Holding GmbH Semelle de seuil

Also Published As

Publication number Publication date
ATE144300T1 (de) 1996-11-15
ES2094960T5 (es) 2002-01-01
DE59304158D1 (de) 1996-11-21
EP0569867B1 (fr) 1996-10-16
ES2094960T3 (es) 1997-02-01
EP0569867B2 (fr) 2001-08-01

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