EP2711462B1 - Portique de signalisation - Google Patents

Portique de signalisation Download PDF

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Publication number
EP2711462B1
EP2711462B1 EP20130450032 EP13450032A EP2711462B1 EP 2711462 B1 EP2711462 B1 EP 2711462B1 EP 20130450032 EP20130450032 EP 20130450032 EP 13450032 A EP13450032 A EP 13450032A EP 2711462 B1 EP2711462 B1 EP 2711462B1
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EP
European Patent Office
Prior art keywords
support
axis
gantry according
tube
supports
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.)
Active
Application number
EP20130450032
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German (de)
English (en)
Other versions
EP2711462A1 (fr
Inventor
Andreas Grader
Alexander Barnas
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.)
Forster Verkehrs- und Werbetechnik GmbH
Kirchdorfer Fertigteilholding GmbH
Original Assignee
Forster Verkehrs- und Werbetechnik GmbH
Kirchdorfer Fertigteilholding GmbH
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Application filed by Forster Verkehrs- und Werbetechnik GmbH, Kirchdorfer Fertigteilholding GmbH filed Critical Forster Verkehrs- und Werbetechnik GmbH
Publication of EP2711462A1 publication Critical patent/EP2711462A1/fr
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Publication of EP2711462B1 publication Critical patent/EP2711462B1/fr
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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
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor

Definitions

  • the invention relates to a traffic sign bridge (gantry, overhead sign) with the features of the preamble of claim 1, which is provided for example on a lane of highways and highways.
  • Conventional traffic sign bridges are established in the median strip of highways and expressways via supports on concrete pedestals with foundations.
  • the concrete pedestals are usually secured with concrete or steel vehicle restraint systems against collision with vehicles, where vehicle impact is to be used in accordance with current road regulations for the design of the foundation.
  • a hinged frame with a one-sided articulated A-construction is provided.
  • the central strip side supports of the traffic sign bridge which are formed for example in A-shape, can be based on specially designed elements of the concrete guide wall (precast special elements), which can be coupled to the other elements of the concrete guide.
  • the outer, at the edge of the road based on the direction of travel right (edge strip) arranged support of the traffic sign bridge can be rigidly anchored as usual on concrete bases with foundation and takes over, for example, the wind forces in the transverse direction and auxiliary in the longitudinal direction.
  • All global lateral forces can also be dissipated in the traffic sign bridge according to the invention via this outer support.
  • the joint (or the joints) on the support leg at A-pillars is a double pin joint and pivoting about a horizontal axis which is perpendicular to the concrete guide wall, in the direction of travel and pivoting about a horizontal axis, the Concrete guide wall is aligned parallel, allow.
  • This has the advantage that because of the articulated coupling of the elements of the concrete guide wall in a vehicle collision with the elements of the concrete guide wall on which the traffic sign bridge in Supported area of the median strip, a displacement, for example, of at least 1 m, unhindered possible.
  • the support (or the A-pillar) of the gantries is inclined.
  • the supports in particular the supports of the A-pillar, are mounted above, so in the area of the bolt of the traffic sign bridge so that the supports can pivot (for example, about a substantially vertical axis), if the Betonleitwand is displaced during an impact and elements of the concrete guide wall undergo a rotation about a substantially vertical axis, whereby a kink arises in the element joint.
  • a traffic sign bridge 1 which can be designed as a sign bridge or overhead signpost, has on, based on the direction of travel, right edge of the roadway 50 (edge strip) a support with a support 2, the on a foundation 5 is fixed in the ground 6. At the head 3 of the support 2 of the bolt 4 of the traffic sign bridge 1 is attached.
  • the latch 4 of the traffic sign bridge 1 is supported by two supports 7.
  • the supports 7 are connected at the top to each other to an A-pillar 8.
  • the lower ends 9 (feet) of the supports 7 are on the upper end surface 11 of a provided in the region of the left lane edge, in particular in the region of a central strip concrete guide wall 10, which consists of mutually coupled elements 61 (FIGS. Fig. 9 ) is attached.
  • the compound 15 is constructed as follows:
  • a U-shaped support 17 which is pivotable about a substantially horizontal axis, is provided.
  • the U-shaped support 17 comprises a base plate 18 and two upwardly projecting legs 19.
  • a threaded rod 20 is provided, which passes through a tube 21 which is connected to the legs 19 of the U-shaped carrier 17.
  • a cladding tube 22 is connected by welding, in which the tube 21, which is connected to the legs 19 of the U-shaped carrier 17, is recorded rotatably.
  • nuts and lock nuts are screwed on the ends.
  • Fig. 3 shows is with the in Fig. 3 right support 7, a tube 31 is connected, which receives the tube 30 in itself.
  • the tube 31 is connected to the support 7 via two tabs 32, 33 and extends between these tabs 32, 33.
  • two substantially horizontal tabs 34, 35 Connected to the other support 7 are two substantially horizontal tabs 34, 35 which have eyes through which the tube 30 , which is attached to the U-shaped support 17 engages.
  • the supports 7 are pivotable about an axis which is defined by the tube 30 which is attached to the U-shaped support 17. This axis is oriented essentially vertically and is substantially normal to the bolt 4.
  • the lower end of the tube 30 is closed by a cover 36, which is held by means of a screw 37 to a crossbar 38 in the tube 30.
  • the pivoting of the supports 7, about the substantially vertically aligned axis, is by two, from the base plate 18 of the U-shaped support 17 downwardly projecting, transverse to the longitudinal extension of the bolt 4 extending Webs 25 limited to which the tabs 33 and 35 abut at the end of the rotation of the supports 7.
  • a plate 41 is fixed on the upper end surface 11 via anchors inserted into elements 61 of the concrete guide wall 10, which has two upwardly pointing tabs 42, in which an axis 43 (horizontal and parallel to the concrete guide wall 10) is fixed.
  • a tube 44 is inserted, which carries a further tab 45.
  • two mutually parallel flanges 46 are provided, which receive between them the tab 45 which is pivotable about the axis 43.
  • the connection between the tab 45 and the flanges 46 by means of a bolt 47 which is secured by nut and lock nut.
  • the embodiment shown makes it possible that the support 7 with respect to the element of Betonleitwand 10 not only about a horizontal, aligned in the direction of the longitudinal axis of Betonleitwand 10, so parallel to the concrete 10 parallel axis (axis 43), but also to a horizontal, to Concrete guide wall 10 vertically aligned axis (bolt 47), is pivotable.
  • the described construction of the traffic sign bridge 1 allows starting from the in Fig. 1 shown basic position in which the supports 7 of the A-pillar 8 are aligned substantially normal to the bolt 4, a mobility in several directions.
  • the elements 61 of the concrete guide wall 10, on the upper end face 11 of which the lower ends of the supports 7 of the A-support 8 are fastened via the double hinges 40, have a greater width than the remaining elements of the area in which they are connected to one another Concrete guide wall 10.
  • the elements 61 have at one end a width corresponding to that of conventional elements of concrete baffles. Between the narrower region 62 and the wider region 63 of the elements 61, a wedge-shaped transition region 64 is provided.
  • precast concrete elements 61 are in the built (and interconnected as described) state with each other vertically and transversely to the direction (ie, about a horizontal axis) rigid and horizontal and transverse to the direction of travel (ie about a vertical axis) movable connected.
  • the elements 61 can so as in the Fig. 7 and 8th shown occupy a position in which they include an (obtuse) angle with each other.
  • An attached on highways or highways traffic sign bridge 1 has a, substantially horizontal bar 4, which is supported in the region of the roadway edge or the center strip on a Betonleitwand 10 via an A-pillar 8 comprising two supports 7.
  • the A-pillar 8 is coupled to the latch 4 via an articulated connection 15, which is designed such that the A-pillar 8 opposite the latch 4 occupy different angles, ie in the direction of the roadway 50 toward or towards the roadside or the median strip can pivot.
  • the supports 7 of the A-pillar 8 are pivotally mounted in the articulated connection 15 about a substantially vertical axis.
  • the supports 7 do not hinder that the concrete guide wall is displaced in an impact and the individual elements undergo a rotation about a substantially vertical axis, whereby a kink in the element joint (prefabricated connection) is formed.
  • the concrete guide wall 10 has in the region of the A-pillar 8 of the traffic sign bridge 1 with each other about a substantially vertical axis hingedly connected elements 61st

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Signs Or Road Markings (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (16)

  1. Portique de signalisation (1) avec une barre (4) agencée quasiment horizontalement et des supports (2, 7) prévus aux extrémités de la barre (4), dans lequel l'au moins un support (7) agencé dans la région d'une bordure de chaussée, en particulier dans une voie centrale, est relié à la barre (4) de façon mobile, en particulier de façon pivotante et rotative, par le biais d'une construction mobile, en particulier d'une articulation (15), caractérisé en ce que le pied (9) du support (7) relié à la barre (4) par le biais d'une construction mobile est fixé à un mur conducteur en béton (10), et en ce que le pied (9) de ce support (7) est relié au mur conducteur en béton (10) par le biais d'une double articulation (40).
  2. Portique selon la revendication 1, caractérisé en ce qu'il est prévu deux supports (7) sous la forme d'un support en A (8) du côté de la bordure de chaussée, en particulier du côté de la voie centrale.
  3. Portique selon la revendication 2, caractérisé en ce que les supports (7) sont montés dans l'articulation (15) de manière rotative autour d'un axe quasiment vertical, en particulier perpendiculaire à l'étendue longitudinale de la barre (4).
  4. Portique selon la revendication 1, caractérisé en ce que la double articulation (40) permet un pivotement essentiellement dans la direction du mur conducteur en béton (10) et dans une direction transversale au mur conducteur en béton (10).
  5. Portique selon l'une des revendications 1 à 4, caractérisé en ce que dans la région de l'extrémité supérieure du support (7), il est prévu un élément porteur en forme de U (17) apte à pivoter avec la barre (4) autour d'un axe orienté quasiment horizontalement et transversal à la barre (4).
  6. Portique selon la revendication 5, caractérisé en ce que l'extrémité supérieure du support (7) est fixée à l'élément porteur en forme de U (17) de façon à pouvoir pivoter autour d'un axe quasiment vertical s'étendant perpendiculairement à l'étendue longitudinale de la barre (4).
  7. Portique selon l'une des revendications 2 à 6, caractérisé en ce qu'un axe en particulier conçu comme un conduit (30) s'étend vers le bas à partir de la barre (4) dans la position d'utilisation, sur lequel les extrémités supérieures des supports (7) sont maintenues de façon à pouvoir pivoter les unes par rapport aux autres.
  8. Portique selon la revendication 7, caractérisé en ce que sur un support (7), il est prévu un conduit (31) enfiché par le biais de l'axe, et en ce que l'autre support (7) comporte des pattes (34, 35) enfichées de façon rotative avec des ouvertures par le biais de l'axe s'étendant vers le bas.
  9. Portique selon la revendication 7 ou 8, caractérisé en ce que l'axe s'étendant vers le bas est un conduit (30) fixé à l'élément porteur en forme de U (17).
  10. Portique selon la revendication 9, caractérisé en ce que le conduit formant l'axe (30) est accueilli dans le conduit (31) relié à un support (7).
  11. Portique selon l'une des revendications 1 à 10, caractérisé en ce que le support (7) est apte à pivoter, par le biais de la double articulation (40), autour d'un axe horizontal perpendiculaire au mur conducteur en béton (10) et autour d'un axe horizontal parallèle au mur conducteur en béton (10).
  12. Portique selon l'une des revendications 1 à 11, caractérisé en ce que la double articulation (40) comporte une plaque de base (41) sur laquelle est agencé un axe (43) par le biais de pattes (42), en ce qu'un conduit (44) sur lequel fait saillie une autre patte (45) est enfiché par le biais de l'axe (43), en ce que deux brides (46) sont agencées sur le pied (9) du support (7), lesquelles sont accouplées de façon pivotante par le bais d'un axe (47) de la patte (45) faisant saillie sur le conduit (44).
  13. Portique selon l'une des revendications 2 à 12, caractérisé en ce que des éléments (61) du mur conducteur en béton (10), sur lesquels sont fixés les supports (7) du support en A (8) par le biais de la double articulation (40), comportent une surface terminale supérieure (11) dans la région de la double articulation (40), laquelle est élargie par rapport à la région restante.
  14. Portique selon l'une des revendications 2 à 13, caractérisé en ce que des éléments (61) du mur conducteur en béton, sur lesquels sont fixés les supports (7) du support en A (8), sont reliés entre eux de façon rigide en flexion verticalement et transversalement à la direction de circulation, notamment transversalement à l'étendue longitudinale du mur conducteur en béton (10), et de façon souple en flexion horizontalement et transversalement à la direction de circulation.
  15. Portique selon la revendication 14, caractérisé en ce que les éléments (61) sont accouplés entre eux par des tôles (66) reliées entre elles et superposées les unes aux autres, lesquelles font saillie sur des surfaces frontales (65) des éléments (61) tournées les unes vers les autres.
  16. Portique selon l'une des revendications 13 à 15, caractérisé en ce que la point d'assemblage des éléments (61) du mur conducteur en béton (10) est recouvert par un moyen de recouvrement (69) placé dessus.
EP20130450032 2012-09-20 2013-07-25 Portique de signalisation Active EP2711462B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA1027/2012A AT513025B1 (de) 2012-09-20 2012-09-20 Verkehrszeichenbrücke

Publications (2)

Publication Number Publication Date
EP2711462A1 EP2711462A1 (fr) 2014-03-26
EP2711462B1 true EP2711462B1 (fr) 2015-04-22

Family

ID=48951432

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EP20130450032 Active EP2711462B1 (fr) 2012-09-20 2013-07-25 Portique de signalisation

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EP (1) EP2711462B1 (fr)
AT (1) AT513025B1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3135820B1 (fr) * 2015-07-31 2018-03-21 Strabag BV Fondation de pièce finie
AT519667B1 (de) * 2017-03-23 2018-09-15 Rebloc Gmbh Verkehrszeichenbrücke

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2765554A (en) 1953-01-14 1956-10-09 Union Metal Mfg Co Highway sign support
DE179739T1 (de) 1984-10-20 1986-09-04 Ellgass L Sa Mobile schilderbruecke.
WO2006031126A1 (fr) 2004-09-16 2006-03-23 Juralco As Structure securite anti-collision pour portiques routiers de grande taille
DE102009050786A1 (de) 2009-10-27 2011-04-28 Volkmann & Rossbach Gmbh & Co. Kg Verankerungspfosten für ein Fahrzeugrückhaltesystem, sowie Fahrzeugrückhaltesystem mit demselben

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2971077B1 (fr) * 2011-01-28 2014-01-10 Naturunion Dispositif d'affichage d'informations

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2765554A (en) 1953-01-14 1956-10-09 Union Metal Mfg Co Highway sign support
DE179739T1 (de) 1984-10-20 1986-09-04 Ellgass L Sa Mobile schilderbruecke.
WO2006031126A1 (fr) 2004-09-16 2006-03-23 Juralco As Structure securite anti-collision pour portiques routiers de grande taille
DE102009050786A1 (de) 2009-10-27 2011-04-28 Volkmann & Rossbach Gmbh & Co. Kg Verankerungspfosten für ein Fahrzeugrückhaltesystem, sowie Fahrzeugrückhaltesystem mit demselben

Also Published As

Publication number Publication date
AT513025A4 (de) 2014-01-15
EP2711462A1 (fr) 2014-03-26
AT513025B1 (de) 2014-01-15

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