EP1172479B1 - Unterstützung für Schienen - Google Patents
Unterstützung für Schienen Download PDFInfo
- Publication number
- EP1172479B1 EP1172479B1 EP01116819A EP01116819A EP1172479B1 EP 1172479 B1 EP1172479 B1 EP 1172479B1 EP 01116819 A EP01116819 A EP 01116819A EP 01116819 A EP01116819 A EP 01116819A EP 1172479 B1 EP1172479 B1 EP 1172479B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- holder
- supports
- issuing
- support according
- 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.)
- Revoked
Links
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 a support for at least one of supports outgoing rail in the area of a building joint such as bridge joint, by a stationary first building part as bridge abutment and a second adjustable to this Structural rope is limited as bridge superstructure, being fixed by one of Building parts a the joint overarching intake, against the sliding the Rail with outgoing from this Supports is supported.
- WO 94/12729 is a support for rails in the area of a bridge joint to remove.
- parallel to the rail auxiliary rails, of which in turn Supports run out like sleepers that underpin the rail.
- the distance between the supports can these to each other and to solid supports how sleepers are connected with scissors elements.
- DE 197 11 148 A1 is a support for rail sections in the area to remove a Baufuge.
- Rail augange Supports in serving as guides recordings slidably arranged in the Side walls of a substructure receiving chamber of a Brickenwiderlagers run.
- DE 198 06 566 A1 relates to balancing plates for railway bridges, the joints should cover.
- the compensation plates can be stored elastically.
- a bridge superstructure In the area of a bridge joint, a bridge superstructure is built around its bearing as a function of the traffic load tilted, whereby plane spanned by the bridge superstructure to the Bridge abutment predetermined level describes a Endiangentewvinkel ⁇ , the one Slope between 2 and 3 ⁇ corresponds. Furthermore, there is an increase ⁇ h between bridge superstructure and bridge abutment, which is usually in the range between 1 and 2 mm. As a result conditionally experiences the nearest to the bridge joint support the rails a strong vertical load, whereas the adjacent supports both on the bridge superstructure and on the abutment abutment a contrasting Experience the load in the closest of the joint support of the bridge abutment is greatest.
- the present invention is based on the problem rails in the field of a building joint be stored in such a way that regardless of the actual elevation or between the movable and mutually tiltable building parts running slope this minimally in the rails becomes effective, so that in particular unacceptable base loads be avoided.
- the invention essentially proposes that supports the rail in the area of Building fuge in a stationary and emanating from one of the building parts first recording are arranged, the guided displaced by a stationary of the other building part outgoing second recording is recorded. This is the first recording in particular from the stationary first building part.
- first and second receptacle engage in a form-fitting manner and slidably supported against each other.
- sliding elements such as rollers emanating in accordance with adapted in the longitudinal direction of the rail extending recesses of the other Intervene recording.
- the rail extends with its supports inside a receptacle, which is stationary from a first bearing, which in turn is stationary with one of Structural parts is connected, and slidably guided to a second bearing is guided, the stationary starting from the other structural part and in particular as the other recording is trained.
- the effective support length of the recording is by the Tilting of the second building part is due to forming transition arc of the rail extended or length-changed, with the result that the between the movable building part and the stationary structural part resulting increase ⁇ h or the between makes this occurring inclination minimal noticeable in the rail.
- the invention provides that the first and / or second receptacle at least is formed in sections trough or trough-shaped, in particular the first recording is formed on average U-shaped with transverse and side legs of the transverse leg indirectly or directly go out the supports and sections of the side legs positively engage in the second recording.
- the rail is telescopically displaceable first and supported second recordings, wherein in one of the recordings, the supports and stationary slidable in the other support relative to each other and in the longitudinal direction of the rails arranged to provide a sliding superstructure, as this example, the DE 32 39 878 A1 can be seen.
- the recordings can also be designed such that in each recording Rails of a track.
- the second shot of a Fixed bearing emanating in a plane perpendicular to the longitudinal direction of the rails is, in or about the outgoing of the second part of the building stock runs over that this is supported.
- the second receptacle starts from a fixed bearing, that in relation to the second building part outgoing and this supporting bearing fugenfemer lies.
- a bridge superstructure 10 is supported on a bearing 12, which is a bridge abutment 14 goes out. Between the bridge superstructure 10 and the bridge abutment 14 extends a joint 16, the distance .DELTA.S is then variable when the bearing 12 as a plain bearing is trained.
- Fig. 2 is in addition to the illustration in Fig. 1, a rail 26 a through the Brükkenfuge 16 extending track, which in turn from bearings such as sleepers emanating, in turn, stored in the ballast bed or go out from a solid lane can.
- a rail 26 a through the Brükkenfuge 16 extending track which in turn from bearings such as sleepers emanating, in turn, stored in the ballast bed or go out from a solid lane can.
- the Rail 26 - arranged on bearings or supports 54, whose distance is the usual Threshold distances in the track correspond, as far as the running in the inner receptacle 46 Supports 54 are affected.
- the rails 26 are then on usual Erlenlitch 56, 58 and 60, 62, wherein the supports or sleepers 56, 58, 60, 62 in turn can emanate from a gravel bed or a solid roadway.
- Erlenlitch 56, 58 and 60, 62 wherein the supports or sleepers 56, 58, 60, 62 in turn can emanate from a gravel bed or a solid roadway.
- the receptacles 46, 48 a trough-shaped Geometry, i. a U-shaped cross section, the supports 54 from Transverse leg 64 of the receptacle 46 go out.
- the receptacle 48 extends with its transverse leg 66, wherein the legs 64, 66 optionally be slidably supported against each other.
- receptacles 46, 48 For positive engagement of the receptacles 46, 48 go in the embodiment from the first or inner receptacle 46, from its side legs 68, 70 in FIG Section rectangular projections and extending in the longitudinal direction of the rail 26 projections 72, 74th made in corresponding longitudinal recesses or grooves 76, 78 of the second or outer Pickup 48, i. engage in the side legs 80, 82.
- sectional view of Fig. 4 illustrates that the rail 26 with its running surface 84 is at a height corresponding to the effective height of the receptacles 46, 48.
- a sliding superstructure provided as this can be found in principle, for example, DE 42 39 878 A1.
- the supports 86, 88 which are within the second receptacle 66 extend 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 mutually displaceable. This shifting can take place via the first receptacle 46, in FIG These are connected to the supports 86, 88 via scissor links, for example are.
- Fig. 7 differs from that of Fig. 3 in that the bearings 50, 52, from which the receptacles 46, 48 are stationary, with thresholds 92, 94 are connected, which may correspond to those from which the rail 26 goes out and the are provided with the reference numerals 56, 58, 60, 62 as shown in FIG. Also illustrate the side views of FIGS. 5 and 6, that the side legs 68, 70th the inner receptacle 46 in the longitudinal direction of the rail 26, the transverse leg 66 of the recording 48 to provide a longer guide between shots 46, 48 too enable.
- this formed height adjustable could be. This is particularly advantageous if the rail in a ballast bed is stored so that after a plug height adjustment can be done.
- FIGS. 8 and 9 again show, in principle, curves of the rail 26, those of FIG recorded recordings 46, 48, by the effects the actual elevation ⁇ h or the end tangent angle ⁇ between the bridge superstructure 10 and the bridge abutment 14 are minimized. It is according to the embodiments 8 and 9, the superelevation ⁇ h and according to the embodiment FIG. 9 additionally the end tangent angle ⁇ and thus the actual inclination between the bridge superstructure 10 and the bridge abutment 14 reduced.
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)
Description
- Fig. 1
- eine Prinzipdarstellung eines zu einem Brückenwiderlager gekippten Brückenüberbaus,
- Fig. 2
- eine Prinzipdarstellung des Verlaufs einer Schiene im Übergangsbereich zwischen dem Brückenüberbau und dem Brückenwiderlager gemäß Fig. 1,
- Fig. 3
- eine erste Ausführungsform einer erfindungsgemäßen Unterstützung einer Schiene im Bereich einer zwischen Brückenüberbau und Brückenwiderlager verlaufenden Fuge,
- Fig. 4
- einen Schnitt entlang der Linie IV - IV in Fig. 3,
- Fig. 5
- eine zweite Ausführungsform einer Unterstützung für eine Schiene im Bereich einer Bauwerkfuge,
- Fig. 6
- die Unterstützung gemäß Fig. 5 im zusammengeschobenen Zustand,
- Fig. 7
- eine Abwandlung der der Fig. 3 zu entnehmenden Ausführungsform,
- Fig. 8
- eine Prinzipdarstellung eines Schienenverlaufs im Bereich einer Bauwerkfuge entsprechend den Ausführungsbeispielen der Fig. 3 - 7 und
- Fig. 9
- einen Verlauf einer Schiene im Bereich einer Bauwerkfuge nach einer weiteren Ausführungsform der erfindungsgemäßen Lehre.
Claims (10)
- Unterstützung für zumindest eine von Abstützungen (28, 30, 32, 34, 36, 38, 54, 56, 58, 60, 62, 86, 88, 90) ausgehende Schiene (26) im Bereich einer Bauwerkfuge (16) wie Brückenfuge, die von einem ortsfesten ersten Bauwerkteil (14) wie Brückenwiderlager und einem zu diesem verstellbaren zweiten Bauwerkteil (10) wie Brückenüberbau begrenzt ist, wobei
ortsfest von einem der Bauwerkteile (10, 14) eine die Fuge (16) übergreifende Aufnahme (46, 48) ausgeht, gegenüber der verschiebbar die Schiene (26) mit von dieser ausgehenden Abstützungen (54, 86, 88, 90) abgestützt ist,
dadurch gekennzeichnet, dass Abstützungen (54, 86, 88, 90) der Schiene (26) im Bereich der Bauwerkfuge (16) in der ortsfest und von einem der Bauwerkteile (10, 40) ausgehenden ersten Aufnahme (46) angeordnet sind, die geführt verschiebbar von einer ortsfest von dem anderen Bauwerkteil (14, 16) ausgehenden zweiten Aufnahme (48) aufgenommen ist. - Unterstützung nach Anspruch 1 ,
dadurch gekennzeichnet, dass die erste Aufnahme (46) von dem ortsfesten ersten Bauwerkteil wie Brückenviderlager (14) ausgeht. - Unterstützung nach Anspruch 1 oder 2,
dadurch gekennzeichnet, dass die erste und zweite Aufnahme (46, 48) formschlüssig ineinandergreifen und gleitend gegeneinander abgestützt sind, wobei gegebenenfalls von einer der Aufnahmen (46, 48) Gleitelemente wie Rollen ausgehen, die entsprechend angepasst in in Längsrichtung der Schiene (26) verlaufenden Aussparungen (46, 78) der anderen Aufnahme (48) eingreifen. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die erste und/oder zweite Aufnahme (46, 48) zumindest abschnittsweise rinnenoder trogförmig ausgebildet ist, wobei vorzugsweise die erste und/oder zweite Aufnahme (46, 48) im Schnitt U-förmig mit Quer- und Seitenschenkeln (64, 68, 70; 66, 80, 82) ausgebildet ist, von dem Querschenkel mittelbar oder unmittelbar die Abstützungen (54, 86, 88, 90) ausgehen und Abschnitte (72, 74) der Seitenschenkel formschlüssig in die zweite bzw. erste Aufnahme eingreifen. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass von jedem Seitenschenkel (68, 70) einer der Aufnahmen (46), insbesondere der ersten Aufnahme, in Längsrichtung der Schiene (26) sich erstreckende Vorsprünge (72, 74) ausgehen, die in entsprechenden in Längsrichtung der Schiene (26) verlaufenden Aussparungen (76, 78) der Seitenschenkel (80, 82) der anderen Aufnahme (66) eingreifen. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die Schiene von von einer der Aufnahmen (46) ortsfest ausgehenden Abstützungen (54, 90) und von von der anderen Aufnahme (48) ausgehenden und in Längsrichtung der Schiene (26) relativ zueinander verschiebbaren Abstützungen (86, 88) ausgeht. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die zweite Aufnahme (48) von einem Festlager (52) ausgeht, das in einer senkrecht zur Längsrichtung der Schiene (26) verlaufenden Ebene liegt, in der oder in etwa der von dem zweiten Bauwerkteil wie Brückenüberbau (10) ausgehendes und das zweite Bauwerkteil abstützendes Lager (12) verläuft. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die zweite Aufnahme (48) von einem Festlager (52) ausgeht, das in Bezug auf das von dem zweiten Bauwerkteil (10) ausgehende und dieses abstützende Lager (12) fugenferner liegt. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die in Längsrichtung der Schiene (46) verschiebbaren und von einem der Aufnahmen (46, 48) ausgehenden Abstützungen (60, 62) über die andere Aufnahme (46) verstellbar sind. - Unterstützung nach zumindest einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, dass die Aufnahmen (46, 48) mit ihren freien Seitenschenkellängsrändern in einer Ebene verlaufen, in der oder in etwa die Fahrfläche (84) der Schiene (26) verläuft, wobei insbesondere die Aufnahme (46, 48) eine Führung für ein die Schiene (26) durchfahrendes Rad ist.
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 EP1172479A2 (de) | 2002-01-16 |
EP1172479A3 EP1172479A3 (de) | 2003-06-18 |
EP1172479B1 true EP1172479B1 (de) | 2005-04-27 |
Family
ID=7648471
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01116819A Revoked EP1172479B1 (de) | 2000-07-11 | 2001-07-10 | Unterstützung für Schienen |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1172479B1 (de) |
AT (1) | ATE294281T1 (de) |
DE (2) | DE10033553A1 (de) |
DK (1) | DK1172479T3 (de) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011120187A1 (zh) * | 2010-03-29 | 2011-10-06 | 上海磁浮交通发展有限公司 | 磁浮轨道梁端构造结构 |
GB201105170D0 (en) * | 2011-03-28 | 2011-05-11 | Balfour Beatty Plc | A rail support arrangement |
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 |
CN114318967B (zh) * | 2022-01-05 | 2023-07-18 | 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 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1150401B (de) * | 1958-03-04 | 1963-06-20 | Stefan Maxian Dipl Ing | Metallene Eisenbahnbehelfsbruecke |
US4414454A (en) | 1981-08-13 | 1983-11-08 | H. A. Schlatter Ag | Method of welding continuous rails and apparatus therefor |
AT402829B (de) * | 1992-01-29 | 1997-09-25 | Vae Ag | Einrichtung zum verbinden von schienen |
DE4239878A1 (de) * | 1992-11-27 | 1994-06-01 | Butzbacher Weichenbau Gmbh | Unterstützung für eine Schiene |
DE19605791C2 (de) | 1996-02-16 | 2001-04-26 | 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 |
DE19806566C5 (de) * | 1998-02-17 | 2007-04-05 | Stog, Arnulf | Ausgleichplatte für Eisenbahnbrücken |
DE19825270C2 (de) | 1998-06-05 | 1999-10-14 | Zueblin Ag | Elastisches Schienenbefestigungssystem für feste Fahrbahnen im Übergangsbereich des Brückenüberbaus zum Erdkörper |
-
2000
- 2000-07-11 DE DE10033553A patent/DE10033553A1/de not_active Withdrawn
-
2001
- 2001-07-10 EP EP01116819A patent/EP1172479B1/de not_active Revoked
- 2001-07-10 DK DK01116819T patent/DK1172479T3/da active
- 2001-07-10 DE DE50106005T patent/DE50106005D1/de not_active Revoked
- 2001-07-10 AT AT01116819T patent/ATE294281T1/de not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
ATE294281T1 (de) | 2005-05-15 |
DE50106005D1 (de) | 2005-06-02 |
EP1172479A3 (de) | 2003-06-18 |
DK1172479T3 (da) | 2005-08-22 |
EP1172479A2 (de) | 2002-01-16 |
DE10033553A1 (de) | 2002-01-24 |
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