EP2213800A1 - Structure de passage entre des murets en béton - Google Patents

Structure de passage entre des murets en béton Download PDF

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Publication number
EP2213800A1
EP2213800A1 EP09159552A EP09159552A EP2213800A1 EP 2213800 A1 EP2213800 A1 EP 2213800A1 EP 09159552 A EP09159552 A EP 09159552A EP 09159552 A EP09159552 A EP 09159552A EP 2213800 A1 EP2213800 A1 EP 2213800A1
Authority
EP
European Patent Office
Prior art keywords
connecting elements
transition structure
elements
structure according
concrete guide
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
Application number
EP09159552A
Other languages
German (de)
English (en)
Other versions
EP2213800B1 (fr
Inventor
Christian Lenzen
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.)
TSS Technische Sicherheits-Systeme GmbH
Original Assignee
TSS Technische Sicherheits-Systeme 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
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Publication of EP2213800A1 publication Critical patent/EP2213800A1/fr
Application granted granted Critical
Publication of EP2213800B1 publication Critical patent/EP2213800B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088—Details of element connection
    • 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
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete

Definitions

  • the invention relates to a transitional construction between concrete guide walls, in particular at transitions to bridge structures.
  • Betonleit paragraphn For roadway limitation, the provision of Betonleit paragraphn is known. These are usually stepped in cross-section concrete elements, which are provided in the longitudinal direction with reinforcing elements, such as wire ropes. Such concrete guide walls are for example in DE 101 45 647 and in DE 10 2005 030 412 described. Corresponding concrete baffles are also used on bridges to the roadway boundary, in which case the concrete guide walls are usually firmly connected to the bridge construction, in particular by providing anchors. In bridge structures and the like changes due to temperature fluctuations whose length. Between the fixed track and the bridge construction, it is therefore necessary to provide expansion joints to allow corresponding longitudinal extensions of the bridge.
  • the object of the invention is to provide a transitional construction between Betonleit paragraphn, especially at transitions to bridge structures, by which the severity of accidents can be reduced.
  • the transition structure according to the invention between concrete guide walls which is particularly suitable for the transition between Betonleit paragraphn at transitions from a road to a bridge structure, has a first and a second Betonleitwand.
  • One of the two concrete guide walls is provided here on the road to the road boundary and the other Betonleitwand example, on the bridge structure.
  • both concrete guide walls are connected to a connecting element, wherein the two connecting elements are provided between the concrete guide walls, in particular at a distance from one another.
  • the two connecting elements are connected to one another via at least one holding element such that a displacement of the two connecting elements in the longitudinal direction relative to one another is possible.
  • the two connecting elements according to the invention are interconnected via at least one holding element such that a displacement in the longitudinal direction is possible, the length changes occurring in the bridge structure is taken into account.
  • the length variations of the bridge structure occurring due to temperature fluctuations are thus possible despite the provision of a connection between the two Betonleit paragraphn.
  • a stop element for limiting the pulling apart of the connecting elements in the longitudinal direction is preferably provided.
  • an elastic intermediate element can be provided.
  • a stop element for example, a pin engaging in a slot can be arranged between the two connecting elements, so that the slot end serves as a stop element.
  • a non-elastic element such as a wire rope, can be provided between the two connecting elements, which sags or is not tensioned during the movement of the connecting elements in the permissible range.
  • the stop element At a maximum telescoping of the connecting elements is the stop element then stretched and serves as a stop element, as further Auseinader endeavour the fasteners is no longer possible.
  • At least one of the two, preferably both connecting elements at least one longitudinal slot, wherein protrudes through the longitudinal slot, the at least one holding element.
  • the holding element which is in particular pen or rod-shaped, be firmly connected to one of the two connecting elements and protrude into the slot of the other connecting element.
  • the holding element may be provided as a holding element welded to one of the connecting elements bolt. It is preferred that the holding element is firmly connected to neither of the two connecting elements but protrudes through both connecting elements.
  • the holding element is in particular a pin-shaped, preferably designed as a bolt. In particular, it may be a screw with a nut.
  • the holding element protrudes, for example, by a round opening provided in one connecting element and by a longitudinal slot in the other connecting element.
  • both connecting elements have at least one longitudinal slot, which overlap in the assembled state, so that the holding element protrudes through both longitudinal slots.
  • a plurality of longitudinal slots are provided per connecting element, which overlap in pairs.
  • a retaining element is provided per longitudinal slot pair, which projects through both longitudinal slots.
  • the two connecting elements overlap at least partially. It is particularly preferred that one of the two connecting elements has a U-shaped cross section or a U-shaped projection. This encloses the other connecting element at least partially.
  • the other connecting element may thus be at least partially plate-shaped, wherein the plate-shaped part between the two legs of the U-shaped part of the another connecting element is arranged.
  • a lateral guide is additionally realized.
  • the other arranged between the two legs connecting element also has corresponding longitudinal slots. The corresponding holding elements are inserted through the respective three overlapping longitudinal slots, wherein the holding elements are in particular pin-shaped elements, such as bolts and the like.
  • the reinforcing elements are in particular longitudinal reinforcing elements, such as steel cables or the like. These are preferably arranged one above the other in a vertical plane, for example, three to seven steel cables are provided with a diameter of 10 - 20 mm.
  • the connection between the connecting elements and the BetonleitSNn via the reinforcing elements it is preferred that in particular all the reinforcing elements protrude from an end face of the concrete guide elements and are connected to the connecting elements.
  • all reinforcing elements are led out of the concrete guide wall and all reinforcing elements firmly connected to the respective connecting element, in particular welded.
  • a first concrete guide wall 10 is placed on a roadway 12.
  • a second concrete guide wall 14 is mounted on a bridge structure 16.
  • the concrete guide wall 14 is attached via dowels 18 to the bridge structure 16.
  • the bridge structure 16 also carries a roadway layer 20.
  • a support of the bridge structure 16 rests on a trailer 22.
  • a gap 24 is provided to allow expansion of the bridge structure 16 in the longitudinal direction 26.
  • the two concrete guide walls 10, 14 are connected to each other via two connecting elements 28, 30.
  • the first connecting element 28 is formed in the illustrated embodiment as a plate and firmly connected to all five arranged in the first concrete guide wall 10 reinforcing elements 32, in particular welded.
  • the second connecting element is U-shaped in cross-section and also firmly connected to the five reinforcing elements 32 of the second concrete guide wall 14.
  • the first connecting element 28 has in the illustrated embodiment, five longitudinal slots 34 ( Fig. 3 ) on.
  • the longitudinal slots 34 are aligned in the illustrated embodiment with the reinforcing elements 32, so that they are arranged at the same height as the reinforcing elements 32.
  • the cross-sectionally U-shaped second connecting element 30 has in both opposite legs 36 (FIG. Fig. 2 ) also five longitudinal slots 38, which in turn are aligned with the reinforcing elements 32 of the second concrete guide wall 14 in the illustrated embodiment.
  • the longitudinal slots 38 thus lie over the longitudinal slots 34. It is thus possible, in the illustrated embodiment designed as screws holding elements 40 through the longitudinal slots 34, 38 to stick.
  • the two connecting elements 28, 30 are pulled apart in the longitudinal direction 26. This happens until the holding elements 40 abut against a stop element, wherein it is in the illustrated embodiment, the stop elements around the ends 45 of the first longitudinal slots 34 and the ends 46 of the second longitudinal slots 38.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP09159552A 2009-01-29 2009-05-06 Structure de passage entre des murets en béton Not-in-force EP2213800B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202009001131U DE202009001131U1 (de) 2009-01-29 2009-01-29 Übergangskonstruktion zwischen Betonleitwänden

Publications (2)

Publication Number Publication Date
EP2213800A1 true EP2213800A1 (fr) 2010-08-04
EP2213800B1 EP2213800B1 (fr) 2011-08-31

Family

ID=40514943

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09159552A Not-in-force EP2213800B1 (fr) 2009-01-29 2009-05-06 Structure de passage entre des murets en béton

Country Status (3)

Country Link
EP (1) EP2213800B1 (fr)
AT (1) ATE522665T1 (fr)
DE (1) DE202009001131U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11585057B2 (en) 2016-07-19 2023-02-21 Amg Metals, Inc. Transition barrier for connecting a permanent barrier to a temporary barrier

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009016995U1 (de) 2009-12-16 2010-04-08 Tss Technische Sicherheits-Systeme Gmbh Verbindungselement sowie Verbindungssystem zum Verbinden von Betonleitwänden
EP2339071B1 (fr) * 2009-12-22 2015-04-15 Strabag Ag Elément de liaison et glissière de sécurité de voies de circulation
DE202012006219U1 (de) 2012-06-27 2012-07-24 Tss Technische Sicherheits-Systeme Gmbh Fahrbahnbegrenzungselement

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3206167A1 (de) * 1981-02-28 1982-12-16 Hein, Lehmann AG, 4000 Düsseldorf Fuehrung eines sicherungsseiles, das innerhalb eines mehrteiligen gelaenders angeordnet ist
DE10026621A1 (de) 1999-06-04 2000-12-21 Rudolf Schmaranz Leitwandkupplung zur Verbindung von Leitwandelementen
DE20114675U1 (de) * 2001-09-06 2001-11-29 Diehl, Karl-Heinz, 56479 Rehe Brückengeländer
FR2825728A1 (fr) 2001-06-07 2002-12-13 Anciens Etablissements Fremont Procede pour assurer la continuite de la protection procuree par un muret dans lequel des interruptions sont pratiquees, et ouvrage obtenu
EP1528159A1 (fr) * 2003-10-30 2005-05-04 Maba Fertigteilindustrie GmbH Système de retenue

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10145647C1 (de) 2001-09-15 2003-01-16 Tss Tech Sicherheits Systeme G Abgestuftes Rückhaltesystem an Straßen aus Beton
DE102005030412A1 (de) 2005-06-30 2007-01-04 Tss Technische Sicherheits-Systeme Gmbh Rückhaltesystem

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3206167A1 (de) * 1981-02-28 1982-12-16 Hein, Lehmann AG, 4000 Düsseldorf Fuehrung eines sicherungsseiles, das innerhalb eines mehrteiligen gelaenders angeordnet ist
DE10026621A1 (de) 1999-06-04 2000-12-21 Rudolf Schmaranz Leitwandkupplung zur Verbindung von Leitwandelementen
FR2825728A1 (fr) 2001-06-07 2002-12-13 Anciens Etablissements Fremont Procede pour assurer la continuite de la protection procuree par un muret dans lequel des interruptions sont pratiquees, et ouvrage obtenu
DE20114675U1 (de) * 2001-09-06 2001-11-29 Diehl, Karl-Heinz, 56479 Rehe Brückengeländer
EP1528159A1 (fr) * 2003-10-30 2005-05-04 Maba Fertigteilindustrie GmbH Système de retenue

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11585057B2 (en) 2016-07-19 2023-02-21 Amg Metals, Inc. Transition barrier for connecting a permanent barrier to a temporary barrier

Also Published As

Publication number Publication date
EP2213800B1 (fr) 2011-08-31
DE202009001131U1 (de) 2009-04-02
ATE522665T1 (de) 2011-09-15

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