EP0937816A1 - Fixation de rail avec support latéral - Google Patents

Fixation de rail avec support latéral Download PDF

Info

Publication number: EP0937816A1
Authority: EP; European Patent Office
Prior art keywords: substructure; rail; brackets; base plate; groove
Prior art date: 1998-02-23
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

EP99102053A

Other languages

German (de)

English (en)

Other versions

EP0937816B1 (fr

Inventor

Hermann Ortwein

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.)

Individual

Original Assignee

Individual

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.)

1998-02-23

Filing date

1999-02-02

Publication date

1999-08-25

1999-02-02 Application filed by Individual filed Critical Individual

1999-08-25 Publication of EP0937816A1 publication Critical patent/EP0937816A1/fr

2005-08-17 Application granted granted Critical

2005-08-17 Publication of EP0937816B1 publication Critical patent/EP0937816B1/fr

2019-02-02 Anticipated expiration legal-status Critical

Status Expired - Lifetime legal-status Critical Current

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
- E01B9/60—Rail fastenings making use of clamps or braces supporting the side of the rail

Definitions

the invention relates to a substructure for a Rails formed track for rail vehicles, which in Has spaced bearings for the rails, being between each rail and the one in question Bearings are elastic intermediate layers.
the invention has for its object a substructure for a track made of rails for rail vehicles to create the installation of elastically mounted Rails made possible for all applications, independently whether it’s a solid concrete lane to a gravel track renovation with or without sub-ballast mats or the new construction of ballast tracks, for example to increase the elasticity and the Dismantle oscillation speed (measured in mm / s).
threshold B 70 are the groove-like depressions - for others Purposes - already exist.
This embodiment of the invention is suitable for a substructure made of a concrete slab or wooden sleepers.
the inventive design of the substructure is this universally usable, whereby - as additional Advantage - except the screws for attachment the consoles require little or no small iron becomes. Clamping plates are therefore largely eliminated, Clamps, spring washers, nuts and. Like ..
they are on the underside the bead-like projections provided on the consoles somewhat narrower than the groove-like depressions in the Substructure or base plate, so that between each groove-like depression and the engaging therein a free space remains. Of the free space enables assembly preload.
the consoles can be made of plastic. You can be manufactured easily and inexpensively.
the consoles have at least on its side facing away from the rail a vertical surface that is parallel to the rail runs.
the vertical surfaces allow the attachment of jigs with which the two on the elastic intermediate layers adjacent to the consoles can be biased.
Threshold is that in each of those in the substructure or groove-like depressions provided in the base plate for the bead-like projections of the consoles an insert made of electrically insulating material is the entire length and the spans the entire width of the two brackets.
the invention is between the foot of the rail and the surface of the substructure or the base plate is a strip of elastic material intended.
the strip takes over part of the Loading of the rail.
the Strips of elastic material ensure that it is excluded even when the rail is subjected to high loads is that the foot of the rail touches the substructure.
the substructure according to the invention can thereby be improved be that the strip of elastic material is provided with cavities and / or profiles. This gives the strip a softer effect.
the through the elastic intermediate layers between the Rail and the consoles certain characteristic curve takes over with the usual loads for trams and subways between 30% and 70% of the total load, i.e. between empty vehicle and normal traffic load.
the one under the Strips made of elastic at the foot of the rail The remaining 70% to 30% of the material Total load, i.e. the difference between the traffic load and the fully loaded vehicle.
the percentages mentioned depend on the hardness of the elastic Material from which the elastic intermediate layers and the strip is made of elastic material. This material can be rubber, for example.
the elastic intermediate layers between 10% and 50%; the rest is through the under the foot of the rail strips of elastic material included.
FIGS. 1 to 3 is the substructure 1 for the rails 2 formed track formed as a concrete sleeper.
Camps for the rails 2 each consist of two brackets 3, which are arranged on both sides of the rails 2.
FIG. 1 can be seen are in the illustrated Embodiment between the web of the rail 2 and the consoles 3 arranged intermediate layers 4 and are the brackets 3 by means of screws 5, which in this Trap are designed as threshold screws on the attached as a concrete sleeper substructure 1.
a Strip 7 made of elastic material provided on be attached to the foot of the rail 2 and the entire Can fill in the space. But it can also be between the strip 7 made of elastic material and the surface of the substructure 1 or between the strips 7 and a free space remains at the foot of the rail 2.
the consoles 3 face away from the rail 2 Side vertical surfaces 3.1 and 3.2 on the parallel run to rail 2.
the substructure 1 designed as a concrete sleeper points groove-like depressions 8 and the consoles 3 on its underside with bead-like projections 9 provided, which are arranged such that the bead-like Projections 9 in the groove-like depressions 8 intervene.
the bead-like projections are 9 somewhat narrower than the groove-like Wells 8, so that a space 10 remains.
the substructure 1 consists of a concrete slab.
a Base plate 12 is provided between the base 1 and the Bearings for the rails 2 forming consoles 3 .
the base plate 12 is attached to the substructure 1 by means of screws 13, while the brackets 3 by means of screws 5 on the Base plate are attached.
the base plate 12 has groove-shaped depressions 14 into which the bead-like Engage projections 9 of the brackets 3.
FIGS. 6 and 7 show an embodiment in which the substructure 1 is formed by a wooden sleeper.
the substructure 1 is between the substructure 1 and the bearing for the rails 2 forming consoles 3 a Base plate 12 is provided, which by means of screws 13 - The trained in this case as threshold screws are - is attached to the base 1.
the base plate 12 also has groove-shaped depressions in this case 14, in the bead-like projections 9 of the consoles 3 intervention.

Landscapes

Engineering & Computer Science (AREA)
Mechanical Engineering (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Machines For Laying And Maintaining Railways (AREA)
Railway Tracks (AREA)
Bearings For Parts Moving Linearly (AREA)
Mutual Connection Of Rods And Tubes (AREA)
Joining Of Building Structures In Genera (AREA)
Clamps And Clips (AREA)
Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
Adjustment Of The Magnetic Head Position Track Following On Tapes (AREA)
Metal Rolling (AREA)

EP99102053A 1998-02-23 1999-02-02 Fixation de rail avec support latéral Expired - Lifetime EP0937816B1 (fr)

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
DE19807627A DE19807627A1 (de)	1998-02-23	1998-02-23	Unterbau für ein aus Schienen gebildetes Gleis für Schienenfahrzeuge
DE19807627		1998-02-23

Publications (2)

Publication Number	Publication Date
EP0937816A1 true EP0937816A1 (fr)	1999-08-25
EP0937816B1 EP0937816B1 (fr)	2005-08-17

Family

ID=7858685

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP99102053A Expired - Lifetime EP0937816B1 (fr)	1998-02-23	1999-02-02	Fixation de rail avec support latéral

Country Status (4)

Country	Link
EP (1)	EP0937816B1 (fr)
AT (1)	ATE302305T1 (fr)
DE (2)	DE19807627A1 (fr)
HU (1)	HU223386B1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
GB2437733A (en) *	2006-05-05	2007-11-07	Balfour Beatty Plc	Bracket for attaching a railway rail to a base plate
CN105274909A (zh) *	2015-09-22	2016-01-27	京投银泰股份有限公司	钢轨减振扣件

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102007037038A1 (de)	2007-08-06	2009-02-12	Hermann Ortwein	Vorrichtung zum Lagern von Schienen für Schienenfahrzeuge
DE102011011575A1 (de)	2011-02-18	2012-08-23	Hermann Ortwein	Elastische Schienenlagerung
DE102012003989B4 (de) *	2012-02-28	2022-06-09	Elisabeth Ortwein	Unterbau für ein aus Schienen gebildetes Gleis für Schienenfahrzeuge
DE102012006925A1 (de)	2012-04-05	2013-10-10	OSC-RAILTEC GmbH	Elastische Schienenlagerung
DE102019006241B4 (de)	2019-09-04	2024-10-10	Sven Ortwein	Elastische Schienenlagerung

Citations (7)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US2524585A (en) *	1948-07-28	1950-10-03	Cleveland Frog & Crossing Co	Rail brace
US3358927A (en) *	1966-05-03	1967-12-19	Gen Tire & Rubber Co	Rail tie down assembly
EP0343145A2 (fr) *	1988-05-10	1989-11-23	VOEST-ALPINE Eisenbahnsysteme Aktiengesellschaft	Dispositif pour fixer des rails
WO1993020281A1 (fr) *	1992-04-04	1993-10-14	Heinz Fischer	Assiette de rail
EP0808946A1 (fr) *	1996-05-21	1997-11-26	Vossloh-Werke GmbH	Fixation de rail
DE19629587A1 (de) *	1996-07-23	1998-01-29	Hermann Ortwein	Als Unterbau für ein Gleis dienende Schwelle
DE19646132A1 (de) *	1996-11-08	1998-05-14	Hermann Ortwein	Unterbau für ein aus Schienen gebildetes Gleis für Schienenfahrzeuge

1998
- 1998-02-23 DE DE19807627A patent/DE19807627A1/de not_active Withdrawn
- 1998-08-12 HU HU9801864A patent/HU223386B1/hu not_active IP Right Cessation
1999
- 1999-02-02 EP EP99102053A patent/EP0937816B1/fr not_active Expired - Lifetime
- 1999-02-02 AT AT99102053T patent/ATE302305T1/de active
- 1999-02-02 DE DE59912407T patent/DE59912407D1/de not_active Expired - Lifetime

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US2524585A (en) *	1948-07-28	1950-10-03	Cleveland Frog & Crossing Co	Rail brace
US3358927A (en) *	1966-05-03	1967-12-19	Gen Tire & Rubber Co	Rail tie down assembly
EP0343145A2 (fr) *	1988-05-10	1989-11-23	VOEST-ALPINE Eisenbahnsysteme Aktiengesellschaft	Dispositif pour fixer des rails
WO1993020281A1 (fr) *	1992-04-04	1993-10-14	Heinz Fischer	Assiette de rail
EP0808946A1 (fr) *	1996-05-21	1997-11-26	Vossloh-Werke GmbH	Fixation de rail
DE19629587A1 (de) *	1996-07-23	1998-01-29	Hermann Ortwein	Als Unterbau für ein Gleis dienende Schwelle
DE19646132A1 (de) *	1996-11-08	1998-05-14	Hermann Ortwein	Unterbau für ein aus Schienen gebildetes Gleis für Schienenfahrzeuge

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
GB2437733A (en) *	2006-05-05	2007-11-07	Balfour Beatty Plc	Bracket for attaching a railway rail to a base plate
GB2437733B (en) *	2006-05-05	2011-03-30	Balfour Beatty Plc	Bracket
CN105274909A (zh) *	2015-09-22	2016-01-27	京投银泰股份有限公司	钢轨减振扣件
CN105274909B (zh) *	2015-09-22	2018-03-23	京投发展股份有限公司	钢轨减振扣件

Also Published As

Publication number	Publication date
HUP9801864A3 (en)	2001-03-28
DE59912407D1 (de)	2005-09-22
HU223386B1 (hu)	2004-06-28
DE19807627A1 (de)	1999-08-26
ATE302305T1 (de)	2005-09-15
HU9801864D0 (en)	1998-10-28
HUP9801864A2 (hu)	2001-02-28
EP0937816B1 (fr)	2005-08-17

Publication	Publication Date	Title
DE3540128A1 (de)	1987-05-14	Elastisch gelagerte schiene fuer schienenfahrzeuge
EP1866481B1 (fr)	2010-05-19	Assiette de rail
DE102008028093A1 (de)	2009-12-17	Stützpunkt und Befestigung für Schienen auf einer Holzschwelle
EP0510497B1 (fr)	1997-07-09	Superstructure de voie-ferrée sans ballast
EP3437954B1 (fr)	2020-06-17	Dispositif de protection
DE102018117453A1 (de)	2020-01-23	Schienenbefestigungssystem
DE4427237A1 (de)	1996-02-08	Unterbau für ein Gleis für Schienenfahrzeuge
DE7719283U1 (de)	1977-10-27	Platte fuer schienengleiche bahnuebergaenge
EP0937816A1 (fr)	1999-08-25	Fixation de rail avec support latéral
DE6905246U (de)	1974-07-11	Formkoerper fuer schienengleichen bahn-uebergang
AT511068B1 (de)	2012-09-15	Vorrichtung zur schwingungsdämpfung und zur veränderung der longitudinalen steifigkeit
EP0149697A1 (fr)	1985-07-31	Couvre-joint pour joints de dilatation dans des chaussées, en particulier dans des tabliers de pont
EP0948679B1 (fr)	2002-02-27	Infrastructure pour voie pour vehicules sur rails, formee de rails
DE102012003989A1 (de)	2013-08-29	Unterbau für ein aus Schienen gebildetes Gleis für Schienenfahrzeuge
DE2544107B2 (de)	1978-04-27	Vorrichtung zur elastischen Befestigung einer Schiene auf einer Schienenunterstützung
EP2284316A1 (fr)	2011-02-16	Voie sans ballast
DE4111088A1 (de)	1991-10-10	Eisenbahnoberbau
EP1041201B1 (fr)	2006-06-21	Structure de support pour une section de voie ferrée
DE10128844B4 (de)	2005-08-18	Vorrichtung zum Befestigen von Schienen auf einem festen Untergrund
DE4236191A1 (de)	1994-05-05	Bahnkörper
DE102004045320A1 (de)	2006-07-27	Schwellenverbundblock sowie Weiche für Eisenbahn-Gleisanlagen
DE19629587A1 (de)	1998-01-29	Als Unterbau für ein Gleis dienende Schwelle
DE850457C (de)	1952-09-25	UEberwegbefestigung aus bewehrten Betonplatten fuer Gleisanlagen
DE2511685A1 (de)	1975-09-25	Schienengleicher bahnuebergang und verfahren zu seiner herstellung
DE19606565A1 (de)	1997-08-28	Kammerfüllprofile für Schienen für Schienenfahrzeuge

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