EP0670934B1 - Support de rail - Google Patents

Support de rail Download PDF

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Publication number
EP0670934B1
EP0670934B1 EP94901865A EP94901865A EP0670934B1 EP 0670934 B1 EP0670934 B1 EP 0670934B1 EP 94901865 A EP94901865 A EP 94901865A EP 94901865 A EP94901865 A EP 94901865A EP 0670934 B1 EP0670934 B1 EP 0670934B1
Authority
EP
European Patent Office
Prior art keywords
rail
support
supports
rails
foundations
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.)
Expired - Lifetime
Application number
EP94901865A
Other languages
German (de)
English (en)
Other versions
EP0670934A1 (fr
Inventor
Sebastian Benenowski
Hubertus Höhne
Alfred Kais
Erich Nuding
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.)
Butzbacher Weichenbau GmbH
Voestalpine Turnout Technology Germany GmbH
Original Assignee
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.)
Filing date
Publication date
Application filed by Voestalpine BWG GmbH, Butzbacher Weichenbau GmbH filed Critical Voestalpine BWG GmbH
Publication of EP0670934A1 publication Critical patent/EP0670934A1/fr
Application granted granted Critical
Publication of EP0670934B1 publication Critical patent/EP0670934B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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 the 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 on the opposite side.
  • the invention has for its object to provide support for a rail between relatively displaceable, the rail-defining documents such as sleepers, in particular for a rail section of an expansion joint in the region of a bridge joint such that undesirable deflections of the rail are avoided, so that track-like conditions in the Set the area between the documents that can be moved relative to each other. Furthermore should Irrespective of the size of the distance between the mutually displaceable documents, the support can be made more uniform with structurally simple means.
  • support elements run parallel to both sides of the rail, which emanate from the documents 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 mutually displaceable supports such as sleepers, 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.
  • a shift along the support rails and the rail takes place in such a way that the support of the rail is evened out 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 Supports when moving the support rails or the rail depending on their position are carried or held.
  • the support elements such as support rails
  • the support elements are connected in a stationary manner to one of the supports, such as sleepers, which can be displaced relative to one another, so that a movement to the other support can take place when there is 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.
  • 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) and also from the sleepers (20) and (22) or (24). and (26) going out.
  • the support rails (28), (30), (32) and (34) are fixedly connected to the sleepers (24) and (26) by means of so-called hiking contactors, two of which are provided with the reference numerals (36) and (38) by way of example are.
  • two slide 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 welds (20) and (22) via conventional tensioning clamps (44) and (46), which have only a slight relative movement between the rails (16) and (18) and allow 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.
  • a connection is made between the supports (52), (54), (56) and (58) and the rails (16) and (18) via tension clamps, two of which are again given by way of example with the reference numerals (60) and (62 ) are provided.
  • the supports (52), (54), (56) and ( 58), as mentioned, can be moved relative to the rails (16) and (18) as well as to the support rails (28), (30) and (32), (34).
  • 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.
  • 1 to 3 drivers and limiters are provided, which of the supports (52), (54), (56) and (58) as well as of the rails (16) and (18) and the support rails (28th ), (30), (32) and (34).
  • 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) and 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 maximally between the support (52) and the cams (68) relative to the rail (16).
  • Cams (72) and (74) extend from that side of the support rail (28) which faces the rail (16) and to which a cam (76) extending from the support (54) is assigned.
  • the cam (76) consequently lies between the cams (72) and (74) of the support rail (28).
  • the support rail (28) has a cam (78) to which a cam (80) 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) of the supports (52) and (54) are assigned.
  • the cams (74) and (86) of the support rails (28) and (30) capture the cams (76) and (90) 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 accommodate paths of the support plates (52), (54) in the event of larger movements than intended, without the cams (64), (68) and (71 ) are 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 between and parallel to them can be seen in FIG. 4.
  • the sleepers (22) , (24) and supports (52) and (54) 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, fastening points or comparison points (110), (112), (114), (116), (118), (120) and (122) run between the legs (102), (104), (106) and (108) or of the sleepers (22), (24) and supports (52), (54) equidistant from each other.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chain Conveyers (AREA)
  • Bridges Or Land Bridges (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Supports For Pipes And Cables (AREA)
  • Curtains And Furnishings For Windows Or Doors (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Paper (AREA)
  • Vehicle Body Suspensions (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
  • Railway Tracks (AREA)

Claims (6)

  1. Support d'un rail (16,18) entre des embases (20, 22 ; 24, 26) fixant le rail et mobiles relativement les unes par rapport aux autres, en particulier partie de rail d'un joint de dilatation au niveau d'un joint en pont (10, 12, 14),
    caractérisé en ce que
    des deux côtés du rail (16, 18) et parallèlement à celui-ci, se trouvent des éléments de soutien (28, 30 ; 32, 34) partant des embases (20, 22, 24, 26) et entre lesquels est placé au moins un support (52, 54) soutenant le rail et qui peut se déplacer selon la direction longitudinale à la fois des éléments de soutien comme aussi le rail.
  2. Support selon la revendication 1,
    caractérisé en ce que
    entre les éléments de soutien (28, 30 ; 32, 34) sont placés deux supports (52, 54), de préférence en forme de plaques, dont l'espacement entre eux et par rapport aux embases voisines (22, 24) peuvent être réglés par l'intermédiaire d'entraîneurs ou limiteurs (64, 66, 68, 70, 71, 72, 74, 76, 78, 80, 82, 84, 86, 88, 90) partant des supports, du rail (16, 18) et des éléments de soutien (28, 30 ; 32, 34).
  3. Support selcn au moins une des revendications précédentes,
    caractérisé en ce que
    les éléments de soutien (28, 30, 32, 34), de préférence sous forme de rails de soutien, sont reliés fixement à une des embases (24, 26) mobiles l'une par rapport à l'autre,
  4. Support selon au moins une des revendications précédentes,
    caractérisé en ce que
    les éléments de soutien (52, 54) peuvent être déplacés, en direction longitudinale, par rapport au rail (16, 18).
  5. Support selon la revendication 3,
    caractérisé en ce que
    le rail (16, 18) est relié par des pinces à glissement (48, 50) aux embases (24, 26) auxquelles sont fixées les éléments de soutien (28, 30, 32, 34).
  6. Support selon au moins une des revendications précédentes,
    caractérisé en ce que
    au moins un des supports (52, 54) situés entre les embases mobiles l'une par rapport à l'autre telles que des traverses (22, 24), est relié à ces embases par une liaison articulée en ciseaux (100).
EP94901865A 1992-11-27 1993-11-24 Support de rail Expired - Lifetime EP0670934B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4239878A DE4239878A1 (de) 1992-11-27 1992-11-27 Unterstützung für eine Schiene
DE4239878 1992-11-27
PCT/EP1993/003297 WO1994012729A1 (fr) 1992-11-27 1993-11-24 Support de rail

Publications (2)

Publication Number Publication Date
EP0670934A1 EP0670934A1 (fr) 1995-09-13
EP0670934B1 true EP0670934B1 (fr) 1997-02-19

Family

ID=6473781

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94901865A Expired - Lifetime EP0670934B1 (fr) 1992-11-27 1993-11-24 Support de rail

Country Status (12)

Country Link
US (1) US5605281A (fr)
EP (1) EP0670934B1 (fr)
KR (1) KR100343863B1 (fr)
AT (1) ATE149050T1 (fr)
AU (1) AU5627294A (fr)
DE (2) DE4239878A1 (fr)
DK (1) DK0670934T3 (fr)
ES (1) ES2100668T3 (fr)
FI (1) FI111977B (fr)
NO (1) NO304894B1 (fr)
PL (1) PL177915B1 (fr)
WO (1) WO1994012729A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004026749A1 (de) * 2004-05-28 2005-12-15 Bwg Gmbh & Co. Kg Anordnung zum Ausrichten von Schienenabschnitten
CN110792033A (zh) * 2019-09-20 2020-02-14 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

Families Citing this family (11)

* Cited by examiner, † Cited by third party
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
EP1799909B1 (fr) * 2004-08-20 2016-03-09 Loram Maintenance Of Way, Inc. Systeme de ramassage et de mise en place de rails longs
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
ES2661218T3 (es) * 2010-10-20 2018-03-28 Petrucco S.A. Estructura de sustentación
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

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US429470A (en) * 1890-06-03 mcgiehan
US564854A (en) * 1896-07-28 Elevated railway structure
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 (fr) * 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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004026749A1 (de) * 2004-05-28 2005-12-15 Bwg Gmbh & Co. Kg Anordnung zum Ausrichten von Schienenabschnitten
CN110792033A (zh) * 2019-09-20 2020-02-14 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

Also Published As

Publication number Publication date
EP0670934A1 (fr) 1995-09-13
FI952563A (fi) 1995-05-26
DE4239878A1 (de) 1994-06-01
ES2100668T3 (es) 1997-06-16
NO952079D0 (no) 1995-05-26
PL177915B1 (pl) 2000-01-31
ATE149050T1 (de) 1997-03-15
FI111977B (fi) 2003-10-15
WO1994012729A1 (fr) 1994-06-09
AU5627294A (en) 1994-06-22
NO304894B1 (no) 1999-03-01
KR950704575A (ko) 1995-11-20
US5605281A (en) 1997-02-25
FI952563A0 (fi) 1995-05-26
KR100343863B1 (ko) 2002-11-18
DE59305503D1 (de) 1997-03-27
DK0670934T3 (da) 1997-08-25
NO952079L (no) 1995-05-26
PL309229A1 (en) 1995-10-02

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