EP0670934A1 - Unterstützung für eine schiene. - Google Patents
Unterstützung für eine schiene.Info
- Publication number
- EP0670934A1 EP0670934A1 EP94901865A EP94901865A EP0670934A1 EP 0670934 A1 EP0670934 A1 EP 0670934A1 EP 94901865 A EP94901865 A EP 94901865A EP 94901865 A EP94901865 A EP 94901865A EP 0670934 A1 EP0670934 A1 EP 0670934A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- rail
- rails
- supports
- documents
- 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.)
- Granted
Links
Classifications
-
- 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
- E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
- E01B3/20—Sleeper construction for special purposes, e.g. with openings for ballast working
-
- 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
-
- 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
- E01D19/062—Joints having intermediate beams
-
- 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
Definitions
- the invention relates to a support for a rail between documents which can be displaced relative to one another and which fix the rail, such as sleepers, in particular for a rail section of an expansion joint in the region of a bridge joint.
- Expansion joints In order to e.g. In the area of bridges to allow a relative movement between the structure and the track, expansion joints, which are also referred to as a rail extension, are used. Expansion joints include tongue and stock rail, which are displaceable relative to one another. For this purpose, a tongue can be fixed between the stock rail and a clamping jaw arranged in a stationary manner on the opposite side.
- the invention is based on the object of providing support for a rail between documents which can be displaced relative to one another and which define the rails, such as sleepers, in particular for a rail section of an expansion joint in the region of a bridge joint in such a way that undesired deflections of the rail are avoided, so that track-like elements are avoided.
- support elements run parallel to both sides of the rail, which extend from the base and between which runs at least one support supporting the rail, which is designed to be displaceable in the longitudinal direction of both the support elements and the rail.
- the rail is underpinned and supported in the area between the bases such as sleepers which can be displaced relative to one another, in particular in the area of a bridge joint, by supports, which are preferably plate-shaped, such that undesired bending does not occur when the rail is passed through.
- the supports of support elements are preferably in the form of support rails, which can also be referred to as auxiliary rails. which in turn are defined on the documents such as sleepers on which the rail itself is supported.
- At least two plate-shaped supports are preferably provided, which are designed to be displaceable both relative to the rail and to the support rails and to one another. In this case, displacement along the support rails and the rail takes place in such a way that the support of the rail is made more uniform in the region of the bridge joint.
- the auxiliary rails or the rail on the one hand and the support or supports on the other hand entrainers or limiters, preferably in the form of cams, through which the Support when moving the support rails or the rail depending on their position entrained or held.
- the support elements such as support rails are fixedly connected to one of the relatively displaceable supports such as sleepers, so that a movement to the other support can take place in the event of a relative movement between the structure and the track.
- the rail is more firmly connected to the base with which the support rail is not connected in a fixed manner than to the other base.
- FIG. 2 shows the track section according to FIG. 1. however with a wider bridge joint
- FIG. 3 shows the track section according to FIG. 1 or FIG. 2, but with an even wider one
- sections of a track in the region of bridge joints (10), (12) and (14) are shown which have different widths.
- the track section comprises rails (16), (18) which are supported on sleepers (20), (22), (24) and (26).
- the thresholds (20) and (22) are displaceable relative to the thresholds (24) and (26), which e.g. are attached to a structure like a bridge.
- the rails (16) and (18) open into an expansion joint which is known per se and which can be on the right in the exemplary embodiment.
- This expansion joint consists of a stock rail and a tongue that can be moved relative to each other.
- Auxiliary or support rails (28), (30) or (32) and (34) run parallel to the rails (16) and (18). which also emanate from the thresholds (20) and (22) or (24) and (26).
- the support rails (28), (30). (32) and (34) fixedly connected to the sleepers (24) and (26) via so-called hiking contactors, two of which are provided with the reference numerals (36) and (38) by way of example.
- the support rails (28) and (30) are connected via slide clamping plates in order to in turn cause a relative movement to the sleepers (20) and ( 22) to be made possible.
- Two sliding clamping plates have the reference numerals (40) and (42) purely by way of example.
- the rails (16) and (18) are in turn fixed on the sleepers (20) and (22) by means of conventional tensioning clamps (44) and (46), which have only a slight relative movement between the rails (16) and (18 ) and the thresholds (20) and (22).
- the rails (16) and (18) are less firmly connected to the sleepers (24) and (26), namely via clamps (48) and (50), which allow a relative movement between the rails (16) and (18). and allow thresholds (24) and (26).
- plate-shaped supports (52), (54) and (56), (58) extend the rails ( 16) and (18) underside and support them at the same time.
- the supports (52) are. (54), (56) and (58) mentioned both relative to the rails (16) and (18) and to the support rails (28). (30) and (32), (34) slidably.
- the supports (52), (54), (56) and (58) are shifted in a targeted manner as a function of the width of the bridge joint (10), (12) and (14) in such a way that the support is evened out.
- drivers and limiters are provided according to FIGS. 1 to 3, which are supported both by the supports (52), (54), (56) and (58) and by the rails (16) and (18 ) and the support rails (28).
- Cams (64) and (66) emanate from one side of the rail (16) and a cam (68) from the opposite side.
- a cam (71) extends from the support (52). which runs between the cams (64) and (66) of the rail (16).
- a cam (70) extending from the support (54) is assigned to the cam (68).
- the support (54) can move at most between the support (52) and the cams (68) relative to the rail (16).
- Cams (72) and (74) extend from the side of the support rail (28) facing the rail (16). to which a cam (76) extending from the support (54) is assigned.
- the cam (76) is therefore between the cams (72) and (74) of the support rail (2S).
- the support rail (28) has a cam (78) to which a cam (SO) of the support (52) is assigned.
- Corresponding drivers or limiters - in a mirror-symmetrical arrangement - has the support rail (30), that is, an external cam (82) and two internal cams (84) and (86), the cams (88) and (90) Braces (52) and (54) are assigned.
- the cams (74) and (86) of the support rails (28) and (30) capture the cams (70) and (76) of the support (54) so that they move in the direction of the fixed sleepers ( 20) and (22) can be moved.
- the cams (64), (66) and (68) extending from the rail (16) and the cams (70) and (71) projecting from them and projecting from the supports (52) and (54) are intended to ensure that the supports (52) and (54), provided that these are, for example should have solved, not be able to hike or move arbitrarily.
- the cams (64), (68) can be provided with a shock absorber element, such as a spring element, in order to move the support plates (52) when the movements are larger than intended. (54) to be recorded without the cams (64), (68) and (71) being destroyed.
- FIG. 4 A particularly simple construction for equalizing the distances between rail fastening points such as sleepers (22) and (24) and the supports (52) and (54) running parallel to them can be seen in FIG. 4.
- the sleepers (22), (24) and supports (52) and (54) are connected to one another via scissors (100), the outer legs (102) and (104) of which are articulated to the sleepers (22) and (24).
- Outer legs (102) and (104) are connected in an articulated manner to inner legs (106) and (108), which are fastened in an articulated manner to the supports (52) and (54).
- the fulcrums or fastening or comparison points (1 10), (1 12), (1 14), (1 16), (1 18), (120) and (122) run between the legs (102) , (104), (106) and (108) or from the sleepers (22), (24) and supports (52), (54) equidistant to each other.
Landscapes
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Engineering & Computer Science (AREA)
- Chain Conveyers (AREA)
- Bridges Or Land Bridges (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Curtains And Furnishings For Windows Or Doors (AREA)
- Supports For Pipes And Cables (AREA)
- Railway Tracks (AREA)
- Paper (AREA)
- Biological Treatment Of Waste Water (AREA)
- Vehicle Body Suspensions (AREA)
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4239878 | 1992-11-27 | ||
DE4239878A DE4239878A1 (de) | 1992-11-27 | 1992-11-27 | Unterstützung für eine Schiene |
PCT/EP1993/003297 WO1994012729A1 (de) | 1992-11-27 | 1993-11-24 | Unterstützung für eine schiene |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0670934A1 true EP0670934A1 (de) | 1995-09-13 |
EP0670934B1 EP0670934B1 (de) | 1997-02-19 |
Family
ID=6473781
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94901865A Expired - Lifetime EP0670934B1 (de) | 1992-11-27 | 1993-11-24 | Unterstützung für eine schiene |
Country Status (12)
Country | Link |
---|---|
US (1) | US5605281A (de) |
EP (1) | EP0670934B1 (de) |
KR (1) | KR100343863B1 (de) |
AT (1) | ATE149050T1 (de) |
AU (1) | AU5627294A (de) |
DE (2) | DE4239878A1 (de) |
DK (1) | DK0670934T3 (de) |
ES (1) | ES2100668T3 (de) |
FI (1) | FI111977B (de) |
NO (1) | NO304894B1 (de) |
PL (1) | PL177915B1 (de) |
WO (1) | WO1994012729A1 (de) |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT405540B (de) * | 1995-11-03 | 1999-09-27 | Waagner Biro Ag | Überbrückungskonstruktion, insbesondere beim anschluss einer schienenanlage |
DE19711148A1 (de) * | 1997-03-18 | 1998-09-24 | Butzbacher Weichenbau Gmbh | Unterstützung für Schienenabschnitte im Bereich einer Bauwerkfuge |
DE10033553A1 (de) | 2000-07-11 | 2002-01-24 | Butzbacher Weichenbau Gmbh | Unterstützung für Schienen |
DE102004026749A1 (de) * | 2004-05-28 | 2005-12-15 | Bwg Gmbh & Co. Kg | Anordnung zum Ausrichten von Schienenabschnitten |
WO2006023804A2 (en) * | 2004-08-20 | 2006-03-02 | Loram Maintenance Of Way, Inc. | Long rail pick-up and delivery system |
KR100844965B1 (ko) * | 2007-11-06 | 2008-07-09 | 주식회사 에이브이티 | 레일 지지 구조 |
US8459570B2 (en) * | 2010-07-29 | 2013-06-11 | Petrucco, S.A. | Supporting arrangement |
NO2631424T3 (de) * | 2010-10-20 | 2018-04-28 | ||
KR101297713B1 (ko) * | 2011-09-19 | 2013-08-19 | 서경테크(주) | 철도레일 보강장치 및 그 시공방법 |
DE102013205573A1 (de) * | 2013-03-28 | 2014-10-02 | Maurer Söhne Engineering GmbH & Co. KG | Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion |
CN103243646B (zh) * | 2013-05-22 | 2015-06-10 | 上海汇城建筑装饰有限公司 | 一种抗震式四氟板橡胶支座小位移梳齿板伸缩装置 |
FR3047015B1 (fr) * | 2016-01-22 | 2018-01-12 | Vossloh Cogifer | Mecanisme de gestion au niveau de rail de voie d'un ecartement d'elements de structure d'un ouvrage d'art |
CN110792033B (zh) * | 2019-09-20 | 2021-03-23 | 株洲时代新材料科技股份有限公司 | 一种用于铁路桥梁的位移伸缩装置 |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US564854A (en) * | 1896-07-28 | Elevated railway structure | ||
US429470A (en) * | 1890-06-03 | mcgiehan | ||
US999644A (en) * | 1910-08-31 | 1911-08-01 | Charles W Gooch | Steel railroad-tie. |
US1232191A (en) * | 1916-06-23 | 1917-07-03 | Nat Steel Products Company | Portable track-reinforcement. |
US2153624A (en) * | 1938-03-02 | 1939-04-11 | Watkin F Jones | Railroad track |
US2669394A (en) * | 1949-09-19 | 1954-02-16 | Poebing Oskar | Device for removing shocks of railroad rails |
US2708072A (en) * | 1953-11-23 | 1955-05-10 | Dalton William | Railway track structure |
US3430857A (en) * | 1965-12-27 | 1969-03-04 | Kowa Concrete Co Ltd | Ballastless railway track structure |
AT281101B (de) * | 1967-04-29 | 1970-05-11 | Maurer Friedrich Soehne | Überbrückung für Dehnungsfugen in Brücken u.dgl. |
DE2365311A1 (de) * | 1973-04-02 | 1974-10-17 | Rheinstahl Ag | Fahrbahnuebergang fuer dehnfugen an strassenbruecken |
CH595509A5 (de) * | 1975-07-29 | 1978-02-15 | Bertschmann Silvio | |
DE3701937C1 (en) * | 1987-01-23 | 1987-09-24 | Kober Ag | Device for bridging expansion joints in bridges or the like |
DE3812878A1 (de) * | 1988-04-18 | 1989-11-02 | Glacier Gmbh | Fahrbahnuebergang |
-
1992
- 1992-11-27 DE DE4239878A patent/DE4239878A1/de not_active Withdrawn
-
1993
- 1993-11-24 DE DE59305503T patent/DE59305503D1/de not_active Expired - Lifetime
- 1993-11-24 KR KR1019950701870A patent/KR100343863B1/ko not_active IP Right Cessation
- 1993-11-24 PL PL93309229A patent/PL177915B1/pl not_active IP Right Cessation
- 1993-11-24 WO PCT/EP1993/003297 patent/WO1994012729A1/de active IP Right Grant
- 1993-11-24 AU AU56272/94A patent/AU5627294A/en not_active Abandoned
- 1993-11-24 ES ES94901865T patent/ES2100668T3/es not_active Expired - Lifetime
- 1993-11-24 EP EP94901865A patent/EP0670934B1/de not_active Expired - Lifetime
- 1993-11-24 DK DK94901865.9T patent/DK0670934T3/da active
- 1993-11-24 AT AT94901865T patent/ATE149050T1/de active
- 1993-11-24 US US08/424,505 patent/US5605281A/en not_active Expired - Fee Related
-
1995
- 1995-05-26 NO NO952079A patent/NO304894B1/no not_active IP Right Cessation
- 1995-05-26 FI FI952563A patent/FI111977B/fi not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO9412729A1 * |
Also Published As
Publication number | Publication date |
---|---|
NO952079D0 (no) | 1995-05-26 |
NO304894B1 (no) | 1999-03-01 |
AU5627294A (en) | 1994-06-22 |
FI952563A0 (fi) | 1995-05-26 |
PL177915B1 (pl) | 2000-01-31 |
ATE149050T1 (de) | 1997-03-15 |
DE4239878A1 (de) | 1994-06-01 |
US5605281A (en) | 1997-02-25 |
FI952563A (fi) | 1995-05-26 |
DK0670934T3 (da) | 1997-08-25 |
EP0670934B1 (de) | 1997-02-19 |
WO1994012729A1 (de) | 1994-06-09 |
KR100343863B1 (ko) | 2002-11-18 |
FI111977B (fi) | 2003-10-15 |
ES2100668T3 (es) | 1997-06-16 |
NO952079L (no) | 1995-05-26 |
PL309229A1 (en) | 1995-10-02 |
DE59305503D1 (de) | 1997-03-27 |
KR950704575A (ko) | 1995-11-20 |
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