EP1172479A2 - Structure de support de rails - Google Patents

Structure de support de rails Download PDF

Info

Publication number: EP1172479A2
Authority: EP; European Patent Office
Prior art keywords: rail; receptacle; supports; joint; support according
Prior art date: 2000-07-11
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

EP01116819A

Other languages

German (de)

English (en)

Other versions

EP1172479A3 (fr

EP1172479B1 (fr

Inventor

Hans-Ulrich Dietze

Sebastian Benenowski

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.)

Voestalpine Railway Systems GmbH

Voestalpine Turnout Technology Germany GmbH

Original Assignee

Voestalpine VAE GmbH

Voestalpine BWG GmbH

Butzbacher Weichenbau 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.)

2000-07-11

Filing date

2001-07-10

Publication date

2002-01-16

Family has litigation

First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7648471&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1172479(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.

2001-07-10 Application filed by Voestalpine VAE GmbH, Voestalpine BWG GmbH, Butzbacher Weichenbau GmbH filed Critical Voestalpine VAE GmbH

2001-07-10 Priority to DK01116819T priority Critical patent/DK1172479T3/da

2002-01-16 Publication of EP1172479A2 publication Critical patent/EP1172479A2/fr

2003-06-18 Publication of EP1172479A3 publication Critical patent/EP1172479A3/fr

2005-04-27 Application granted granted Critical

2005-04-27 Publication of EP1172479B1 publication Critical patent/EP1172479B1/fr

2021-07-10 Anticipated expiration legal-status Critical

Status Revoked legal-status Critical Current

Images

Classifications

- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
- E01B2/003—Arrangement of tracks on bridges or in tunnels
- 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

Definitions

the invention relates to support for at least one of supports outgoing rail in the area of a building joint such as a bridge joint, which by a fixed first part of the structure such as a bridge abutment and a second part that can be adjusted to this Building part such as bridge superstructure is limited.
WO 94/12729 is a support for rails in the area of a bridge joint remove. Auxiliary rails run parallel to the rail, of which in turn Outrigger like thresholds that undercut the rail. For evening out The distance between the supports can be to each other and to fixed supports how sleepers are connected with scissor elements.
DE 197 11 148 A1 is also a support for rail sections in the area to be taken from a construction joint, with a support that overlaps the joint with the rail is connected.
DE 198 06 566 A1 relates to compensation plates for railway bridges, the joints should cover.
the compensation plates can be mounted elastically.
a bridge superstructure around its warehouse is dependent on the traffic load tipped, whereby from the bridge superstructure to the level Bridge abutment predetermined plane describes a final tangent angle ⁇ , which is one Inclination between 2 and 3 ⁇ corresponds.
⁇ h is usually in the area between 1 and 2 mm. This causes the support closest to the bridge joint to experience the rails have a strong vertical load, whereas the adjacent supports both on the bridge superstructure and on the bridge abutment Experience the load in the support of the bridge abutment closest to the joint is greatest.
the present invention is based on the problem of tracks in the area of a structural joint to be stored in such a way that regardless of the actual superelevation or the between the movable and tiltable parts of the building minimally effective in the rails, so that in particular impermissible base loads be avoided.
the first The stationary part of the building starts with a joint covering the joint the rail is slidably supported with outgoing supports or that the second part of the building is stationary, with a joint covering the joint, against the displaceably supported the rail with outgoing supports is.
the invention provides that the rail is supported in the region of the Structural joint in a stationary and first shot starting from one of the structural parts are arranged, which are guided displaceably from one of the other structural part outgoing second recording is recorded.
the first shot goes in particular from the stationary first part of the building.
first and second receptacles interlock positively and are slidably supported against each other.
one of the receptacles start with sliding elements such as rollers, which correspond in adapted recesses of the others running in the longitudinal direction of the rail Intervene recording.
the rail extends with its supports within a receptacle, which is based on a first warehouse, which in turn is based on one of the Structural parts is connected, and is slidably supported to a second bearing, that is based on the other part of the building and in particular as the other receptacle is trained.
the Tilting of the second part of the structure causes the transition arch of the rail to form lengthened or changed in length with the result that the between the movable part of the building and the fixed superstructure ⁇ h or the between makes this angle of inclination minimally noticeable in the course of the rail.
the invention provides that the first and / or second receptacle at least is formed in sections trough-shaped or trough-shaped, in particular the first receptacle is formed in section U-shaped with cross and side legs, from the cross leg indirectly or directly the supports go out and sections of the side legs intervene positively in the second receptacle.
the sliding and roller elements can emanate from the side legs Intervene longitudinal shots of the second shot or vice versa. It also exists Possibility of at least one of each of the side legs in the longitudinal direction of the rail extending projection that goes in a corresponding to the longitudinal direction of the rail running recess of the other receptacle engages.
the rail is in telescopic first and supported second recordings, the supports being stationary and in one of the recordings in the other supports relative to each other and in the longitudinal direction of the rails are arranged to consequently provide a sliding superstructure, as this can be seen, for example, from DE 32 39 878 A1.
the second Recording additional supports for the rails are arranged in the longitudinal direction are movable.
the receptacles can also be designed such that in each receptacle Rails of a track run.
a development of the invention provides that the second recording of one Fixed bearing that starts in a plane perpendicular to the longitudinal direction of the rails lies in, or approximately runs out of the bearing from the second structural part over that this is supported.
the second receptacle is based on a fixed bearing, the bearing that starts from and supports the second structural part is far from fugen.
a bridge superstructure 10 is supported on a bearing 12 by a bridge abutment 14 goes out. Between the bridge superstructure 10 and the bridge abutment 14 runs a joint 16, the distance .DELTA.S can be changed when the bearing 12 as a plain bearing is trained.
FIG. 2 in addition to the illustration in FIG. 1, there is a rail 26 that extends over the bridge joint 16 extending track shown, which in turn from bearings such as sleepers goes out, which in turn stored in the ballast bed or from a solid road can. 2 there are three supports 28, 30, 32 from the joint 16 starting from the bridge abutment 14 and three supports 34, 36, 38 drawn in, which also viewed from the joint 16 arranged on the bridge superstructure 10 are. As the course of the rail 26 shows, acts on the joint 16 closest Support 34 of the bridge superstructure 10 in the direction of the support 34 current, i.e.
the Rail 26 - arranged on bearings or supports 54, the distance of which is the usual Threshold distances in the track correspond, insofar as those running in the inner receptacle 46 Outriggers 54 are affected.
the rails 26 are then on conventional supports 56, 58 or 60, 62 mounted, the supports or sleepers 56, 58, 60, 62 can in turn assume a ballast bed or a solid carriageway. So far also referred to well known constructions of the superstructure.
the receptacles 46, 48 have a trough-shaped Geometry, i.e. a U-shaped cross section, the supports 54 from Cross leg 64 of the receptacle 46 go out. Below the cross leg 64 of the recording 46 the receptacle 48 extends with its transverse leg 66, the legs 64, 66 possibly can be slidably supported against each other.
the receptacles 46, 48 in the exemplary embodiment from the first or inner receptacle 46, namely from the side legs 68, 70 in Section rectangular projections 72, 74 extending in the longitudinal direction of the rail 26 from the corresponding longitudinal recesses or grooves 76, 78 of the second or outer Recording 48, i.e. engage in the side legs 80, 82.
FIG. 4 clarifies that the rail 26 with its running surface 84 runs at a height that corresponds to the effective height of the receptacles 46, 48.
a sliding superstructure is provided, such as this can be seen in principle, for example from DE 42 39 878 A1.
the supports 86, 88 are located within the second receptacle 66 run to the adjacent stationary supports 60, 90 on the one hand of the bridge superstructure 10 and on the other hand the first receptacle 46 in the longitudinal direction of the rail 26 relative slidable to each other. This shifting can take place via the first receptacle 46 in FIG which is connected to the supports 86, 88, for example, via scissor connections are.
the second receptacle 48 is the first Recording 46 slidable, which depending on the length of the mesh Supports 86, 88 have different distances from one another.
FIG. 7 differs from that of FIG. 3 in that the bearings 50, 52, from which the receptacles 46, 48 extend, with sleepers 92, 94 are connected, which can correspond to those from which the rail 26 starts and the 3 with the reference numerals 56, 58, 60, 62 are provided.
5 and 6 also illustrate that the side legs 68, 70 the inner receptacle 46 in the longitudinal direction of the rail 26, the cross leg 66 of the receptacle 48 can protrude to a longer guide between the shots 46, 48 too enable.
bearings 50, 52 per se, they should also be noted that these are designed to be height-adjustable could be. This is particularly advantageous if the rail is in a ballast bed is stored so that height adjustment can take place after a stopper.

Landscapes

Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Bridges Or Land Bridges (AREA)
Forklifts And Lifting Vehicles (AREA)
Chain Conveyers (AREA)
Escalators And Moving Walkways (AREA)

EP01116819A 2000-07-11 2001-07-10 Structure de support de rails Revoked EP1172479B1 (fr)

Priority Applications (1)

Application Number	Priority Date	Filing Date	Title
DK01116819T DK1172479T3 (da)	2000-07-11	2001-07-10	Understötning til skinner

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
DE10033553A DE10033553A1 (de)	2000-07-11	2000-07-11	Unterstützung für Schienen
DE10033553		2000-07-11

Publications (3)

Publication Number	Publication Date
EP1172479A2 true EP1172479A2 (fr)	2002-01-16
EP1172479A3 EP1172479A3 (fr)	2003-06-18
EP1172479B1 EP1172479B1 (fr)	2005-04-27

Family

ID=7648471

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP01116819A Revoked EP1172479B1 (fr)	2000-07-11	2001-07-10	Structure de support de rails

Country Status (4)

Country	Link
EP (1)	EP1172479B1 (fr)
AT (1)	ATE294281T1 (fr)
DE (2)	DE10033553A1 (fr)
DK (1)	DK1172479T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
RU2415987C2 (ru) *	2009-05-22	2011-04-10	Государственное образовательное учреждение высшего профессионального образования "Московский государственный университет путей сообщения" (МИИТ)	Железнодорожный путь для мостов и тоннелей
WO2011120187A1 (fr) *	2010-03-29	2011-10-06	上海磁浮交通发展有限公司	Structure constructive finale de poutre porteuse de train à sustentation magnétique
GB2489482A (en) *	2011-03-28	2012-10-03	Progress Rail Services Uk Ltd	Support assembly for a curved railway rail
CN114318967A (zh) *	2022-01-05	2022-04-12	中铁二院工程集团有限责任公司	一种大坡度简支桥梁无砟轨道齿轨连接系统

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE102021205982A1 (de)	2021-06-11	2022-12-15	Maurer Engineering Gmbh	Überbrückungskonstruktion zur Abstützung wenigstens einer Fahrschiene einer Eisenbahn-Fahrbahn im Bereich einer Bauwerksfuge und Eisenbahnbauwerk mit einer solchen Überbrückungskonstruktion

Citations (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE3229878A1 (de)	1981-08-13	1983-03-03	H.A. Schlatter AG, 8952 Schlieren, Zürich	Schienen-schweissvorrichtung und verfahren zum stirnseitigen aneinanderschweissen von schienen
WO1994012729A1 (fr)	1992-11-27	1994-06-09	Bwg Butzbacher Weichenbau Gmbh	Support de rail
DE19605791A1 (de)	1996-02-16	1997-08-21	Butzbacher Weichenbau Gmbh	Anordnung zum Lagern einer Schiene
DE19711148A1 (de)	1997-03-18	1998-09-24	Butzbacher Weichenbau Gmbh	Unterstützung für Schienenabschnitte im Bereich einer Bauwerkfuge
DE19825270C2 (de)	1998-06-05	1999-10-14	Zueblin Ag	Elastisches Schienenbefestigungssystem für feste Fahrbahnen im Übergangsbereich des Brückenüberbaus zum Erdkörper

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE1150401B (de) *	1958-03-04	1963-06-20	Stefan Maxian Dipl Ing	Metallene Eisenbahnbehelfsbruecke
AT402829B (de) *	1992-01-29	1997-09-25	Vae Ag	Einrichtung zum verbinden von schienen
DE19806566C5 (de) *	1998-02-17	2007-04-05	Stog, Arnulf	Ausgleichplatte für Eisenbahnbrücken

2000
- 2000-07-11 DE DE10033553A patent/DE10033553A1/de not_active Withdrawn
2001
- 2001-07-10 DE DE50106005T patent/DE50106005D1/de not_active Revoked
- 2001-07-10 EP EP01116819A patent/EP1172479B1/fr not_active Revoked
- 2001-07-10 DK DK01116819T patent/DK1172479T3/da active
- 2001-07-10 AT AT01116819T patent/ATE294281T1/de not_active IP Right Cessation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE3229878A1 (de)	1981-08-13	1983-03-03	H.A. Schlatter AG, 8952 Schlieren, Zürich	Schienen-schweissvorrichtung und verfahren zum stirnseitigen aneinanderschweissen von schienen
WO1994012729A1 (fr)	1992-11-27	1994-06-09	Bwg Butzbacher Weichenbau Gmbh	Support de rail
DE19605791A1 (de)	1996-02-16	1997-08-21	Butzbacher Weichenbau Gmbh	Anordnung zum Lagern einer Schiene
DE19711148A1 (de)	1997-03-18	1998-09-24	Butzbacher Weichenbau Gmbh	Unterstützung für Schienenabschnitte im Bereich einer Bauwerkfuge
DE19825270C2 (de)	1998-06-05	1999-10-14	Zueblin Ag	Elastisches Schienenbefestigungssystem für feste Fahrbahnen im Übergangsbereich des Brückenüberbaus zum Erdkörper

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
RU2415987C2 (ru) *	2009-05-22	2011-04-10	Государственное образовательное учреждение высшего профессионального образования "Московский государственный университет путей сообщения" (МИИТ)	Железнодорожный путь для мостов и тоннелей
WO2011120187A1 (fr) *	2010-03-29	2011-10-06	上海磁浮交通发展有限公司	Structure constructive finale de poutre porteuse de train à sustentation magnétique
GB2489482A (en) *	2011-03-28	2012-10-03	Progress Rail Services Uk Ltd	Support assembly for a curved railway rail
GB2489482B (en) *	2011-03-28	2018-01-10	Progress Rail Services Uk Ltd	A rail support arrangement
CN114318967A (zh) *	2022-01-05	2022-04-12	中铁二院工程集团有限责任公司	一种大坡度简支桥梁无砟轨道齿轨连接系统

Also Published As

Publication number	Publication date
DK1172479T3 (da)	2005-08-22
DE10033553A1 (de)	2002-01-24
ATE294281T1 (de)	2005-05-15
DE50106005D1 (de)	2005-06-02
EP1172479A3 (fr)	2003-06-18
EP1172479B1 (fr)	2005-04-27

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