EP0915202A1 - Traverse de chemin de fer avec chausson - Google Patents

Traverse de chemin de fer avec chausson Download PDF

Info

Publication number
EP0915202A1
EP0915202A1 EP98120042A EP98120042A EP0915202A1 EP 0915202 A1 EP0915202 A1 EP 0915202A1 EP 98120042 A EP98120042 A EP 98120042A EP 98120042 A EP98120042 A EP 98120042A EP 0915202 A1 EP0915202 A1 EP 0915202A1
Authority
EP
European Patent Office
Prior art keywords
rail base
sleeper
shoe
sealing
pedestal
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.)
Withdrawn
Application number
EP98120042A
Other languages
German (de)
English (en)
Inventor
Erich Dr. Ihle
Kurt Zimmer
Werner Romanski
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.)
Saar Gummiwerk GmbH
Original Assignee
Saar Gummiwerk GmbH
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 Saar Gummiwerk GmbH filed Critical Saar Gummiwerk GmbH
Publication of EP0915202A1 publication Critical patent/EP0915202A1/fr
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/005Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/40Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
    • 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
    • E01B2204/01Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete

Definitions

  • the invention relates to a rail base for anchoring of railroad tracks in a ballastless track, with the rail base in one from a bottom plate and side walls made of elastic material Swell shoe inserted, the joint between the rail base and the upper edge of the threshold seal sealed and the rail base together with the sleeper shoe as a unit stored in a corresponding recess in the superstructure is.
  • the well-known rail base has its advantages the disadvantage that the upper edge region of the sealing frame must be poured into the rail base, to achieve the optimal sealing effect. This adversely affects the Manufacturing and assembly costs, because the protruding Sealing frame for the intermediate storage of the rail base is often damaged, which is also the case with improper use Assembly is to be feared.
  • the object of the invention is therefore without loss on existing advantages of the known design, the Unit consisting of rail base and sleeper shoe more cost-effective, easier to assemble and at the same time insensitive against possible damage during storage and assembly.
  • the object has been achieved by that the rail base with a circumferential groove provided, the threshold shoe made in one piece and on a sealing bead is formed on the upper edge of the threshold shoe is one that is cranked towards the rail base, in the circumferential groove of the rail base anchored sealing head has high elasticity.
  • the sealing bead is used for this its sealing bead directly or indirectly via an inserted Counter profile in the circumferential groove sealing in Anchored rail base.
  • sealing Effect between sealing bead and rail base further Design space opened.
  • cross-linked rubber as a material, preferably SBR rubber
  • SBR rubber cross-linked rubber
  • the choice of cross-linked rubber as a material, preferably SBR rubber, for the entire sleeper shoe made possible by different material densities and -thick to achieve different stretching capacities and hardness.
  • the molding of the sealing bead on the Swell shoe or the sealing head through the sealing bead Injecting take place, and then again also cell and compact areas are possible.
  • the sealing bead 9 has one in the entire area high elasticity, which allows the sealing head of the sealing bead in the groove 11 or the counter profile 12.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
EP98120042A 1997-11-04 1998-10-23 Traverse de chemin de fer avec chausson Withdrawn EP0915202A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29719400U 1997-11-04
DE29719400U DE29719400U1 (de) 1997-11-04 1997-11-04 Beschuhter Schienensockel

Publications (1)

Publication Number Publication Date
EP0915202A1 true EP0915202A1 (fr) 1999-05-12

Family

ID=8048029

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98120042A Withdrawn EP0915202A1 (fr) 1997-11-04 1998-10-23 Traverse de chemin de fer avec chausson

Country Status (2)

Country Link
EP (1) EP0915202A1 (fr)
DE (1) DE29719400U1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2845700A1 (fr) * 2002-10-15 2004-04-16 Railtech International Support de rail pour voie sans ballast
EP2778284A1 (fr) 2013-03-11 2014-09-17 Sonneville AG Unité de blochet pour systèmes de voie ferrée
EP2963180A1 (fr) * 2014-06-20 2016-01-06 Sateba Systeme Vagneux Ensemble d'étanchéité entre un element de traverse et son chausson
EP3045588A1 (fr) 2015-01-14 2016-07-20 Sonneville AG Joint entre un chausson et une unité de blochet pour un système de voie ferrée
FR3131927A1 (fr) 2022-01-17 2023-07-21 Urbanloop Module de voie ferree

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009000316A1 (de) * 2009-01-20 2010-07-22 Semperit Ag Holding Schwellenschuh für Querschwellen
DE102011015210A1 (de) * 2011-03-25 2012-09-27 Strabag Rail Gmbh Fahrbahnweg für schienengebundene Fahrzeuge sowie Schienenunterstützung für einen solchen Fahrbahnweg

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2648489A1 (fr) * 1989-06-19 1990-12-21 Allevard Ind Sa Systeme de voie ferree sans ballast
EP0533645A1 (fr) * 1991-09-16 1993-03-24 General Railways Activities Sah Dispositif de support pour rails de voie ferrée
EP0557870A1 (fr) 1992-02-28 1993-09-01 Saar-Gummiwerk GmbH Traverse pour rails de chemin de fer à utiliser dans une superstructure sans ballast
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
FR2740788A1 (fr) * 1995-11-07 1997-05-09 Vagneux Traverses Beton Traverse de chemin de fer et elements constitutifs d'une telle traverse

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2648489A1 (fr) * 1989-06-19 1990-12-21 Allevard Ind Sa Systeme de voie ferree sans ballast
EP0533645A1 (fr) * 1991-09-16 1993-03-24 General Railways Activities Sah Dispositif de support pour rails de voie ferrée
EP0557870A1 (fr) 1992-02-28 1993-09-01 Saar-Gummiwerk GmbH Traverse pour rails de chemin de fer à utiliser dans une superstructure sans ballast
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
FR2740788A1 (fr) * 1995-11-07 1997-05-09 Vagneux Traverses Beton Traverse de chemin de fer et elements constitutifs d'une telle traverse

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2845700A1 (fr) * 2002-10-15 2004-04-16 Railtech International Support de rail pour voie sans ballast
WO2004035934A1 (fr) * 2002-10-15 2004-04-29 Railtech International Support de rail pour voie sans ballast
EP2778284A1 (fr) 2013-03-11 2014-09-17 Sonneville AG Unité de blochet pour systèmes de voie ferrée
US9752285B2 (en) 2013-03-11 2017-09-05 Sonneville Ag Sleeper block unit for railway track systems
EP2963180A1 (fr) * 2014-06-20 2016-01-06 Sateba Systeme Vagneux Ensemble d'étanchéité entre un element de traverse et son chausson
EP3045588A1 (fr) 2015-01-14 2016-07-20 Sonneville AG Joint entre un chausson et une unité de blochet pour un système de voie ferrée
US10351999B2 (en) 2015-01-14 2019-07-16 Sonneville Ag Sleeper block unit for railway track systems
FR3131927A1 (fr) 2022-01-17 2023-07-21 Urbanloop Module de voie ferree

Also Published As

Publication number Publication date
DE29719400U1 (de) 1998-02-12

Similar Documents

Publication Publication Date Title
DE102009041833B4 (de) Unterlegplatte für die Befestigung einer Schiene auf einem festen Untergrund und Befestigung einer Schiene
EP0222277A1 (fr) Rail à supports élastiques pour véhicules de chemin de fer
EP0616107A1 (fr) Raccord pour éléments qui se croisent
EP0915202A1 (fr) Traverse de chemin de fer avec chausson
EP1219749A2 (fr) Structure de voie
EP0156108B1 (fr) Profil de châssis de porte ou de fenêtre
DE19539041A1 (de) Befestigungselement
EP0542782B1 (fr) Passage a niveau
DE2647839A1 (de) Aus kunststoff bestehendes, bandfoermiges organ zum abschliessen einer fuge
EP1206599B1 (fr) Profile d'amortissement pour rails a gorge
EP0218643B1 (fr) Passage a niveau
EP0737261B1 (fr) Systeme de rails
EP1688540B1 (fr) Dispositif de fixation et semelle de guigage pour rails
DE20110665U1 (de) Schienenisolierung für Überwege
EP0393432A2 (fr) Dispositif de fixation pour rails
EP0697047A1 (fr) Dispositif pour l'ancrage de montants de barrieres de securite dans un sol
DE2249879B2 (de) U-förmige Dehnfugenleiste für einen Estrich und Verfahren zu deren Einbau
EP0641408B1 (fr) Dispositif permettant de fixer des rails sur les selles de rail d'une voie ferree
DE4216015C2 (de) Befestigungssystem für Schienen auf Unterschwellung einer Gleisanlage
DE4240874A1 (de) Bauelement zur Verwendung im Tiefbau
DE3708752A1 (de) Verstellbare schienenbefestigung
AT403305B (de) Schalungsträger
DE19912145C2 (de) Verfahren zum Untergießen von Schienen mit Vergußmaterial und Schlauch zur Verwendung als Schalung beim Untergießen einer Schiene
EP0286775B1 (fr) Profil de joint de dilatation en matière plastique élastique
DE29923532U1 (de) Dämpfungsprofil für Rillenschienen

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IT LI NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 19990331

AKX Designation fees paid

Free format text: AT BE CH DE DK ES FR GB GR IT LI NL PT SE

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20030402