EP0866170B1 - Dispositif de support pour la section des rails dans la zone de joint d'un bâtiment - Google Patents

Dispositif de support pour la section des rails dans la zone de joint d'un bâtiment Download PDF

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Publication number
EP0866170B1
EP0866170B1 EP98104458A EP98104458A EP0866170B1 EP 0866170 B1 EP0866170 B1 EP 0866170B1 EP 98104458 A EP98104458 A EP 98104458A EP 98104458 A EP98104458 A EP 98104458A EP 0866170 B1 EP0866170 B1 EP 0866170B1
Authority
EP
European Patent Office
Prior art keywords
supports
rails
receiver
guides
mainland
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
EP98104458A
Other languages
German (de)
English (en)
Other versions
EP0866170A2 (fr
EP0866170A3 (fr
Inventor
Sebastian Benenowski
Erich Dipl.-Ing. Nuding (Fh)
Stefan Dipl.-Ing. Schmedders
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.)
Filing date
Publication date
Application filed by Voestalpine VAE GmbH, Voestalpine BWG GmbH, Butzbacher Weichenbau GmbH filed Critical Voestalpine VAE GmbH
Publication of EP0866170A2 publication Critical patent/EP0866170A2/fr
Publication of EP0866170A3 publication Critical patent/EP0866170A3/fr
Application granted granted Critical
Publication of EP0866170B1 publication Critical patent/EP0866170B1/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
    • E01B11/00—Rail joints
    • E01B11/56—Special arrangements for supporting rail ends
    • 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
    • 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

Definitions

  • the invention relates to a device for supporting rails in Area of a gap running between mainland and a structure such as bridge, in particular of rail sections of an expansion joint in the region of a bridge joint, comprising an existing in the mainland recording in which the building is slidably disposed with an upstream structure section, as well as of the Recording slidable outgoing supports for the rails, to which the supports are displaceable in their longitudinal direction.
  • the rails are over one between a bridge and the mainland existing joint, bisected to each other in the longitudinal direction to be moved.
  • Edge wear are arranged parallel to the rails extending Radlenker.
  • a wheel drives the tip of the respective rail head of the split rail, requiring extensive maintenance and frequent replacement is.
  • the travel head halves of the mutually displaceable half rails run to different Height, so that impacts on the wheel act.
  • WO 94/12729 is a support for rails in the area of a bridge joint to take with the help of which an undesirable or inadmissible bending of the rails is avoided.
  • a generic device for supporting rails is EP 0 643 169 A1.
  • the rails are supported on movable cross members, either from the bridge structure or from a foundation of the mainland out.
  • the present invention is based on the problem, a support of the above educate mentioned type so that regardless of additional auxiliary rails a easy support of the rail sections in the area of a building joint, in particular Bridge joint is ensured, with the rail sections themselves not shared Need to become.
  • the object is achieved in that the supports are arranged displaceably in guides, which in turn in side walls admitted to the recording or emanating from it, the building section (15) displaceable along the guides (42,44) is.
  • the supports themselves are, in particular, sleepers or threshold-type ones Body, the front side engage in the guide rails of the side walls.
  • a support for rail sections in the area of a building joint in particular a bridge joint proposed for the additional auxiliary rails or separate sleepers are not needed to support the rail sections. Rather, serve as supports in the true sense of the usual thresholds, but in the Area of the joint so slidable in the outgoing from the mainland recording guides arranged to the extent necessary to support the rail sections takes place, so that as a result, a bending can not take place. It is not required to split the rail sections in the region of the joint to then relatively to use mutually displaceable rail halves.
  • the rail sections have conventional geometry, with the additional advantage that the in the side walls of the recording existing guide a curved course such may have a continuous height adjustment between the level of Construction such as bridge and that of the mainland.
  • the Guides with respect to their longitudinal direction of the rails have a curved course.
  • Figs. 1 to 4 are sections of extending in the region of a bridge 10 tracks 12, 14 shown.
  • the bridge 10 has a sufficiently connected thereto Vormaschine 15, which is slidably mounted in a receptacle 16.
  • the recording 16 provides in the embodiment, for example, consisting of concrete front and top open Chamber, which emanates from the mainland 18.
  • the bridge 10 and the bridge 15 are separate parts, so can These may also be formed as a unit. However, this is for the Realization of the invention is not of crucial importance.
  • displaceable bridge 15 is formed in dependence on Temperatures a more or less wide gap 22 in the area of which the tracks 12, 14, so their rails, which are generally provided with the reference numeral 24, supported must be in order to exclude a bending.
  • supports 26, 28, 30, 32 are provided, on which the rails 24 optionally supported by elastic intermediate bearings 34, 36.
  • the support 30, the z. B. in a kind of prestressed concrete sleepers or other construction with preferably each a cuboid base body 31 with front side lower in height End portions 33, 35 may be formed in the side walls 38, 40 of the receiving chamber 16 slidably mounted.
  • the side walls 38, 40 in Longitudinal direction of the tracks 12, 14 and the rails 24 channel-like guides 42, 44 on.
  • cover plate 50, 52 The Cover plates 50, 52 may be connected to the side walls 38, 40 as screwed become.
  • the supports 26, 28, 30, 32 are in the thus formed channels 42, 44 in the longitudinal direction the tracks 12, 14 slidably, so that the rails 24 supported to the extent necessary are.
  • the supports 26, 28, 30, 32 via scissor-like connecting elements 54, 56 be connected to equalize the distance between the Supports 26, 28, 30, 32 on the one hand and between the Vor Development 15 and the nearest Support 26 and the mainland-side end wall 58 of the receiving chamber 16 and the nearest support 32 on the other hand. This ensures that that the rails 24 are supported to the required extent without bending he follows.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)

Claims (8)

  1. Dispositif de support de rails (24) dans la zone d'un joint (22) entre la terre ferme (18) et une construction telle qu'un pont (10), notamment pour des segments de rails avec un joint de dilatation au niveau du joint d'un pont, ce dispositif comprenant un logement (16) prévu dans la terre ferme (18) et pouvant recevoir en coulissement un segment de prolongement (15) de la construction, ainsi que des supports (26, 28, 30, 32) coulissants, partant du logement, pour les rails vers lesquels les supports coulissent dans la direction longitudinale pour les soutenir,
    caractérisé en ce que
    les supports (26, 28, 30, 32) sont logés coulissants dans des guides (42, 44) intégrés eux-mêmes dans les parois latérales (38, 40) du logement (16) ou partant de celui-ci, le segment de construction (15) pouvant coulisser le long des guides (42, 44).
  2. Dispositif selon la revendication 1,
    caractérisé en ce que
    les supports sont des traverses ou organes en forme de traverses (26, 28, 30, 32) qui pénètrent du côté frontal dans les rails de guidage (40, 42) des parois latérales (38, 40) du logement (16) réalisé de préférence sous la forme de chambre de réception ouverte du côté frontal et du côté de la tête.
  3. Dispositif selon la revendication 2,
    caractérisé en ce que
    le support (26, 28, 30, 32) est formé d'un segment de base (31), de forme parallélépipèdique, s'étendant entre les parois latérales (38, 40) du logement (16), et ce segment rejoint du côté frontal des segments (33, 35), de section plus petite, qui de leur côté pénètrent dans des guides (42, 44) des parois latérales (38, 40) du logement (16).
  4. Dispositif selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les guides (42, 44) sont formés par un segment étagé (46, 48) ainsi que par un élément plan (50, 52) ne couvrant le côté supérieur de ce dernier, ces guides étant reliés de leurs côtés aux parois latérales (38, 40).
  5. Dispositif selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les guides (42, 44) ont un tracé courbe par rapport à la direction longitudinale des segments de voie (24) ou des voies (12, 14) formées par ceux-ci.
  6. Dispositif selon l'une quelconque des revendications précédentes,
    caractérisé en ce qu'
    entre d'une part les supports (26, 28, 30, 32) et d'autre part les supports (26, 32) les plus proches de la terre ferme (18) ou du segment de construction (14), on a des éléments de liaison (54, 56) qui permettent de changer l'intervalle entre eux.
  7. Dispositif selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les éléments de liaison (54, 56) sont des ciseaux qui permettent de compenser l'intervalle entre les supports (26, 28, 30, 32) ou la terre ferme (18) et le segment de construction (14).
  8. Dispositif selon l'une quelconque des revendications précédentes,
    caractérisé en ce que
    les éléments en ciseaux (54, 56) sous-tendent un plan parallèle au plan sous-tendu par les segments de rails (24) ou les rails (12, 14).
EP98104458A 1997-03-18 1998-03-12 Dispositif de support pour la section des rails dans la zone de joint d'un bâtiment Expired - Lifetime EP0866170B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19711148 1997-03-18
DE19711148A DE19711148A1 (de) 1997-03-18 1997-03-18 Unterstützung für Schienenabschnitte im Bereich einer Bauwerkfuge

Publications (3)

Publication Number Publication Date
EP0866170A2 EP0866170A2 (fr) 1998-09-23
EP0866170A3 EP0866170A3 (fr) 1999-01-27
EP0866170B1 true EP0866170B1 (fr) 2003-08-27

Family

ID=7823713

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98104458A Expired - Lifetime EP0866170B1 (fr) 1997-03-18 1998-03-12 Dispositif de support pour la section des rails dans la zone de joint d'un bâtiment

Country Status (3)

Country Link
EP (1) EP0866170B1 (fr)
AT (1) ATE248254T1 (fr)
DE (2) DE19711148A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10033553A1 (de) * 2000-07-11 2002-01-24 Butzbacher Weichenbau Gmbh Unterstützung für Schienen
DE102013205573A1 (de) * 2013-03-28 2014-10-02 Maurer Söhne Engineering GmbH & Co. KG Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion
CN107881911B (zh) * 2017-10-27 2019-11-26 中铁大桥勘测设计院集团有限公司 轨道交通桥梁钢梁梁缝处轨枕支撑调节体系及其架设方法

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
SI0643169T1 (en) * 1993-09-13 1998-04-30 Vae Aktiengesellschaft Joint arrangement for rails tied on a support structure

Also Published As

Publication number Publication date
DE19711148A1 (de) 1998-09-24
DE59809369D1 (de) 2003-10-02
EP0866170A2 (fr) 1998-09-23
EP0866170A3 (fr) 1999-01-27
ATE248254T1 (de) 2003-09-15

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