EP0915202A1 - Traverse de chemin de fer avec chausson - Google Patents
Traverse de chemin de fer avec chausson Download PDFInfo
- 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- Withdrawn
Links
- 241001669679 Eleotris Species 0.000 title claims abstract description 19
- 238000007789 sealing Methods 0.000 claims abstract description 43
- 239000011324 bead Substances 0.000 claims abstract description 20
- 229920001971 elastomer Polymers 0.000 claims abstract description 6
- 239000005060 rubber Substances 0.000 claims abstract description 6
- 229920003048 styrene butadiene rubber Polymers 0.000 claims abstract 3
- 239000004033 plastic Substances 0.000 claims abstract 2
- 229920001169 thermoplastic Polymers 0.000 claims abstract 2
- 239000004416 thermosoftening plastic Substances 0.000 claims abstract 2
- 238000003860 storage Methods 0.000 claims description 7
- 238000004873 anchoring Methods 0.000 claims description 3
- 239000013013 elastic material Substances 0.000 claims description 3
- 239000002174 Styrene-butadiene Substances 0.000 claims 1
- 239000007769 metal material Substances 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract 6
- 238000010276 construction Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000002411 adverse Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 1
- 238000012432 intermediate storage Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- 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
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
- E01B3/40—Slabs; Blocks; Pot sleepers; Fastening tie-rods to them
-
- 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
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)
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)
| 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)
| 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)
| 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 |
-
1997
- 1997-11-04 DE DE29719400U patent/DE29719400U1/de not_active Expired - Lifetime
-
1998
- 1998-10-23 EP EP98120042A patent/EP0915202A1/fr not_active Withdrawn
Patent Citations (5)
| 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)
| 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 |
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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 |