EP0191308A2 - Assiette de rail avec une selle de rail nervurée supportée élastiquement - Google Patents
Assiette de rail avec une selle de rail nervurée supportée élastiquement Download PDFInfo
- Publication number
- EP0191308A2 EP0191308A2 EP86100434A EP86100434A EP0191308A2 EP 0191308 A2 EP0191308 A2 EP 0191308A2 EP 86100434 A EP86100434 A EP 86100434A EP 86100434 A EP86100434 A EP 86100434A EP 0191308 A2 EP0191308 A2 EP 0191308A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- ribbed plate
- rubber body
- plate
- recesses
- 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- Withdrawn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
- 239000007787 solid Substances 0.000 claims abstract description 3
- 239000000463 material Substances 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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
- E01B9/681—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material
- E01B9/683—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by the material layered or composite
Definitions
- the invention is based on a rail bearing with an elastically supported rib plate, the width of which runs transversely to the rail is greater than its length running in the direction of the rail and has recesses for the passage of bolts with which the rib plate can be fastened to a base.
- the present invention has for its object to provide a rail bearing with an elastically supported rib plate, which is relatively stiff with respect to vertical forces and forces extending in the longitudinal direction of the rail, but which is soft transversely to the longitudinal direction of the rail and allows greater deflections.
- the rail bearing should be such that the rail head is not moved too far from its normal position when loaded transversely to the rail.
- the ribbed plate rests on a flat rubber body, the length of which corresponds to the length of the ribbed plate, the width of which is greater than that of the ribbed plate and which protrudes on both sides beyond the narrow sides of the ribbed plate and of one on the long sides of the rubber body and the ribbed plate as well as shell-like, rigid frame adjacent to the narrow sides of the rubber body and that in the rubber body and in the bottom of the frame with the corresponding recesses of the ribbed plate Ausneh are arranged for the passage of the fastening bolts.
- the rail bearing according to the invention has the advantage that, with great positional stability in the vertical direction and in the longitudinal direction of the rail, the rails of a track are relatively softly supported with respect to forces running transversely to the longitudinal direction of the rail. Because the flat rubber body is enclosed by the rigid frame all around, the spring stiffness of the rubber body in the vertical direction is relatively high. Further, since the Rip J enplatte with its two longitudinal sides on the longitudinal walls of the frame bears, the bearing rail is rigid in the rail direction. The ribbed plate can therefore move essentially only transversely to the longitudinal direction of the rail within the frame, against the increasing resistance of the rubber body.
- the sleeves are rigidly attached to the bottom of the frame, e.g. welded, but they can also be pressed out of the bottom of the frame.
- the recesses in the ribbed plate are designed as elongated holes running transversely to the rail direction, and the sleeves engage in these elongated holes.
- the heads or nuts of the fastening bolts are supported on these sleeves.
- the rail bearing shown has an elastically supported rib plate 1, the width B of which extends transversely to the longitudinal direction of the rail is greater than its length L which extends in the direction of the rail.
- the rib plate 1 rests on a flat rubber body 8, the length of which corresponds to the length L of the rib plate 1 and the latter Width is greater than the width B of the rib plate 1.
- the flat, cubic rubber body 8 is enclosed by a relatively rigid, shell-shaped frame 3. Since the width of the ribbed plate 1 is smaller than that of the rubber body 8, several millimeters remain e.g. between the inner sides of the frame walls on the narrow sides of the frame 3 and the narrow sides 9 of the ribbed plate 1, e.g. 3 to 8 mm, wide column.
- relatively rigid sleeves 5 are provided in the recesses in the rubber plate 8 and are supported against the bottom 4 of the frame 3.
- the sleeves 5 are made in one piece from the material of the bottom 4 of the Frame 3 molded out.
- the recesses in the ribbed plate 1 for the passage of the bolts 6 are designed as elongated holes 7 running transversely to the longitudinal direction of the rail.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Road Paving Structures (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3503428 | 1985-02-01 | ||
| DE19853503428 DE3503428A1 (de) | 1985-02-01 | 1985-02-01 | Schienenlager mit einer elastisch abgestuetzten rippenplatte |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0191308A2 true EP0191308A2 (fr) | 1986-08-20 |
| EP0191308A3 EP0191308A3 (fr) | 1987-08-19 |
Family
ID=6261415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP86100434A Withdrawn EP0191308A3 (fr) | 1985-02-01 | 1986-01-15 | Assiette de rail avec une selle de rail nervurée supportée élastiquement |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US4723706A (fr) |
| EP (1) | EP0191308A3 (fr) |
| JP (1) | JPS61183501A (fr) |
| AU (1) | AU5283586A (fr) |
| DE (1) | DE3503428A1 (fr) |
| ES (1) | ES8703558A1 (fr) |
| IN (1) | IN162379B (fr) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0546363A1 (fr) * | 1991-11-23 | 1993-06-16 | BWG Butzbacher Weichenbau GmbH | Semelle entre une selle et la base d'une voie ferrée |
| WO1998041690A1 (fr) * | 1997-03-14 | 1998-09-24 | Glynwed Pipe Systems Limited | Semelles de rail |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU94991S (en) | 1986-01-15 | 1987-01-29 | A railway tie plate | |
| DE9321356U1 (de) * | 1993-01-28 | 1997-07-17 | Saar-Gummiwerk GmbH, 66687 Wadern | Elastische Schienenunterlage |
| SE9302738L (sv) * | 1993-08-25 | 1995-02-26 | Cito Trading Co | Anordning för kraftöverföring mellan räl för spårbundet fordon och fundament |
| US5485955A (en) * | 1994-07-11 | 1996-01-23 | Kerr-Mcgee Chemical Corporation | Rail-tie fastening assembly for concrete tie |
| US7152807B2 (en) * | 2004-08-24 | 2006-12-26 | Nevins James H | Pre-fastened rail pad assembly and method |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE7101795U (de) * | 1974-09-05 | Lechler Chemie Gmbh | Elastische Befestigungsvorrichtung zur Befestigung von Schienen | |
| US1584056A (en) * | 1925-02-09 | 1926-05-11 | Ralph J Wells | Railway tie |
| FR1228928A (fr) * | 1959-03-16 | 1960-09-02 | Entpr S Campenon Bernard | Perfectionnements aux joints de voies routières |
| DE1137060B (de) * | 1960-08-20 | 1962-09-27 | Demag Ag | Schienenbefestigung auf Baukoerpern mittels Schienenstuhles oder Unterlagsplatte |
| DE1204697B (de) * | 1962-09-15 | 1965-11-11 | Continental Gummi Werke Ag | Schienenbefestigung |
| DE1292149B (de) * | 1966-02-17 | 1969-04-10 | Vossloh Werke Gmbh | Schwellenlose Befestigung von Schienen |
| US3576293A (en) * | 1969-02-26 | 1971-04-27 | Landis Sales Co | Direct fixation rail fastener apparatus |
| DE2347794A1 (de) * | 1973-09-22 | 1975-04-10 | Beton & Monierbau Ag | Befestigungsvorrichtung fuer schienen auf schwellen mit moeglichem spurausgleich |
| DE2828713C2 (de) * | 1978-06-30 | 1987-04-30 | Clouth Gummiwerke AG, 5000 Köln | Schalldämmende Schienenlagerung |
| DE2832989A1 (de) * | 1978-07-27 | 1980-02-07 | Clouth Gummiwerke Ag | Schalldaemmende schienenlagerung |
| DE2919461A1 (de) * | 1979-05-15 | 1980-11-27 | Richtberg Kg Karl | Vorrichtung zur schienenbefestigung an quer-, laengsschwellen, insbesondere holzschwellen, und sonstigen schienenstuetzpunkten im eisenbahnoberbau |
| US4327865A (en) * | 1980-05-27 | 1982-05-04 | Greene John L | Assembly for securing a rail to a supporting tie |
| US4572431A (en) * | 1981-06-22 | 1986-02-25 | Penta Construction Corp. | Rail fastener assembly |
-
1985
- 1985-02-01 DE DE19853503428 patent/DE3503428A1/de not_active Withdrawn
- 1985-12-31 ES ES550598A patent/ES8703558A1/es not_active Expired
-
1986
- 1986-01-15 EP EP86100434A patent/EP0191308A3/fr not_active Withdrawn
- 1986-01-16 IN IN28/CAL/86A patent/IN162379B/en unknown
- 1986-01-24 US US06/822,618 patent/US4723706A/en not_active Expired - Fee Related
- 1986-01-30 AU AU52835/86A patent/AU5283586A/en not_active Abandoned
- 1986-01-31 JP JP61020042A patent/JPS61183501A/ja active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0546363A1 (fr) * | 1991-11-23 | 1993-06-16 | BWG Butzbacher Weichenbau GmbH | Semelle entre une selle et la base d'une voie ferrée |
| WO1998041690A1 (fr) * | 1997-03-14 | 1998-09-24 | Glynwed Pipe Systems Limited | Semelles de rail |
| US6386461B1 (en) | 1997-03-14 | 2002-05-14 | Glynwed Pipe Systems Limited | Rail pads |
Also Published As
| Publication number | Publication date |
|---|---|
| ES550598A0 (es) | 1987-03-01 |
| JPS61183501A (ja) | 1986-08-16 |
| ES8703558A1 (es) | 1987-03-01 |
| EP0191308A3 (fr) | 1987-08-19 |
| AU5283586A (en) | 1986-08-07 |
| DE3503428A1 (de) | 1986-08-07 |
| US4723706A (en) | 1988-02-09 |
| IN162379B (fr) | 1988-05-14 |
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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: A2 Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
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| ITCL | It: translation for ep claims filed |
Representative=s name: ING. C. GREGORJ S.P.A. |
|
| TCNL | Nl: translation of patent claims filed | ||
| EL | Fr: translation of claims filed | ||
| PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
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| AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH DE FR GB IT LI LU NL SE |
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| 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: 19880220 |
|
| RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: ORTWEIN, HERMANN |