EP2628852B1 - Structure pour une barrière routière de sécurité avec un poteau support et procédé pour sa installation. - Google Patents

Structure pour une barrière routière de sécurité avec un poteau support et procédé pour sa installation. Download PDF

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Publication number
EP2628852B1
EP2628852B1 EP12197620.3A EP12197620A EP2628852B1 EP 2628852 B1 EP2628852 B1 EP 2628852B1 EP 12197620 A EP12197620 A EP 12197620A EP 2628852 B1 EP2628852 B1 EP 2628852B1
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EP
European Patent Office
Prior art keywords
safety barrier
supporting post
open bore
supporting
side wall
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
EP12197620.3A
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German (de)
English (en)
Other versions
EP2628852A2 (fr
EP2628852A3 (fr
Inventor
Gábor Tarány
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.)
DAK Acelszerkezeti Kft
Original Assignee
Dak Acelszerkezeti Kft
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.)
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Priority claimed from HU1100263U external-priority patent/HU4113U/hu
Application filed by Dak Acelszerkezeti Kft filed Critical Dak Acelszerkezeti Kft
Publication of EP2628852A2 publication Critical patent/EP2628852A2/fr
Publication of EP2628852A3 publication Critical patent/EP2628852A3/fr
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Publication of EP2628852B1 publication Critical patent/EP2628852B1/fr
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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0461Supports, e.g. posts
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407Metal rails
    • E01F15/0423Details of rails

Definitions

  • the present invention relates to a road safety barrier structure with supporting post and a method to install it.
  • Hungarian utility model application No. U0100107 discloses supporting posts for installing informatory road-signs
  • Hungarian utility model application No. U9300019 teaches supporting posts installed into the soil for road-signs and/or informatory signs
  • Hungarian utility model application No. U0700069 discloses supporting posts and beams for public board supporting portals and brackets. Supporting posts used to erect road safety barrier structures are also well known in the art.
  • the supporting posts used in road safety barrier structures are, in general, of C- or I-shaped, and there are bores formed on their side to fix/mount safety barriers thereon.
  • the strength of said posts depends on the wall thickness, the properties of the material they are made of, the manner of installation, as well as similar other characteristics.
  • Said supporting posts have to meet a double requirement: they have to have, on the one hand, a strength that is sufficient to bear/carry the weight of the safety barrier(s) mounted thereon and, on the other hand, to potentially keep vehicles about leaving the road on the road, as well as to lead them back into the right direction and/or - when a vehicle cannot be led back - to exert such a force upon collision that is absolutely necessary since the passengers travelling in the vehicle could be seriously damaged or even die otherwise; hence, in this latter case it is more preferred if said supporting posts e.g. simply break. That is, to satisfy the requirements of opposite nature, a compromise should be arrived at.
  • Japanese Published Patent Application No. 2006-283523 discloses a structure of two steel tubes wherein one of the tubes is arranged within the other and the gap formed between said tubes is filled with slag or sediment.
  • the safety barrier is mounted onto the thus obtained supporting post. This solution, however, renders the design of a supporting post, as well as the installation of a safety barrier structure comprising such post rather complicated and expensive.
  • U.S. Patent No. 5,069,576 teaches a road safety barrier structure wherein a pyramid shaped member projecting out to about 20 cm from the vertical supporting post is bolted onto the post, and the safety barrier is mounted onto this connection member by a detachable joint.
  • a disadvantage of this design is that said post is not formed as a single integral piece and hence its strength is highly questionable.
  • U.S. Patent No. 5,219,241 suggests the use of a single piece plastic supporting post with a projecting member.
  • the front side of said projecting member is formed to be in conformity with the inner surface of the safety barrier.
  • a disadvantage of the design is that both the manufacturing and the installation of the post are cumbersome due to the plastic properties. An adequate strength is also missed.
  • German Patent No. DE 10 2004 034 999 A1 discloses a solution wherein the supporting post is anchored to the concrete flank through a black plate after all, but a separate angled support is also required to brace it, said support is affixed to the pavement by screwing.
  • the supporting post concerned is not a one piece element. The requisite for said angled support renders the installation of the supporting post of a road safety barrier structure complicated and expensive.
  • the supporting post fabricated along with the teachings of EP Patent Application No. 677,615 A1 is provided with a support beam, i.e. it is not formed as a one piece element either. Moreover, this essential additional element increases the costs of the post and its installation, as well as renders the installation process itself more complicated.
  • FR 2 723 602 A1 - considered to be the closest prior art document - discloses a road safety barrier structure that comprises a crash barrier rail constituted of metal rails with two end-to-end corrugations and a vertical supporting post having a transverse C-section.
  • the supporting post has at its upper end, in the side facing the road, a vertical straight groove.
  • the groove starts directly at the very edge of the upper end and extends downward along a certain length of the supporting post.
  • Fixing of the rail to the supporting post is effected with a bolt and a nut. The bolt is introduced into a hole formed in the rail and engaged in the groove in the supporting post.
  • Tightening of the nut on the bolt against the internal face of the support post side facing the road ensures secure fixing of the rail to the supporting post.
  • the vertical supporting post bends and releases the bolt from the groove and frees the rail.
  • the present invention aims at providing a supporting post that eliminates the disadvantages mentioned previously, that is, a supporting post that does not exert too large force on a colliding vehicle, nevertheless, exhibits a strength adequate to bear the weight of the safety barrier, and that is cheap and has got a simply design together with the road safety barrier structure constructed by means of said supporting post.
  • a further object is to provide a road safety barrier structure having the supporting post concerned that, due to its design, reduces the risk of personal injury upon collision with it.
  • a yet further object to be achieved by the present invention is to work out a simple, rapid and cost effective method for installing a safety barrier structure.
  • the passing through connecting means that allows secure clamping of the safety barrier on both sides thereof.
  • the stability of the road safety barrier structure is further increased by locating said connecting means at the very bottom of the open bore with parallel extension corresponding to the diameter of the bore in the form of a cut-out.
  • the present design - according to which the open bore with parallel extension corresponding to the diameter of the bore in the form of a cut-out locates in parallel with the edge of the supporting post - allows that the safety barrier applied bears completely against the supporting post.
  • any post e.g. a C- or I-shaped one in cross-sectional view
  • any safety barrier can be used as the safety barrier, however, the usage of a barrier with a sine-shaped cross-sectional profile (from now on "sine safety barrier") is highly preferred.
  • the above objects are achieved by providing a method to install a road safety barrier structure with supporting post, wherein the method comprises the steps of Claim 6.
  • the method comprises the steps of Claim 6.
  • a preferred variant of the inventive method is set forth in Claim 7.
  • Supporting post 1 illustrated in Figure 1 comprises a longitudinally extending main wall and two side walls, each of which is connected by a curved portion to a respective lengthwise edge of said main wall.
  • the supporting post 1 has got an essentially S-shaped profile in a cross section perpendicular to the longitudinal direction, as it is shown in Figure 2 ; said cross sectional profile is defined by a main line of the main wall T and base lines of the respective side walls t connected to the main wall, said curved portions are characterized here by rounding radii R-II and R-III.
  • said supporting post 1 is prepared by mechanical machining/shaping of a sheet material with wall thickness s.
  • one of the side walls of said supporting post 1 is provided with an open bore 2.
  • Said open bore 2 has got an essentially parallel extension that corresponds to the diameter of the bore and is provided in the form of a cut-out. Due to the cut-out, a wall f forms between the open bore 2 and a free edge 5 of the side wall.
  • a first edge of said open bore 2 is defined by said wall f itself, while the other edge of the open bore 2 that locates opposite to the wall f first takes the form of an arc with rounding radius R-I and then meets the free edge 5 of the side wall at a bevelled angle.
  • a safety barrier 3 (provided preferably in the form of a sine safety barrier) is secured/affixed by means of a connecting means 4 passing through the open bore 2 on/onto the side wall t of the supporting post 1.
  • the securing of the safety barrier 3 locates preferably at the very bottom of the open bore 2.
  • the main wall T and the other side wall t, as well as the free edge 5 of the supporting post 1 are also indicated in Figure 3 .
  • the sine safety barrier 3 is directly affixed by means of said connecting means 4 onto the side wall t of the supporting post 1, that is, no further connection member e.g. a deforming member or any other element is inserted therebetween.
  • the sine safety barrier 3 is secured by means of the passing through connecting means 4 at the bottom of the open bore 2 provided with a parallel extension that corresponds to the diameter of the bore.
  • Said open bore 2 with parallel extension corresponding to the diameter of the bore is formed in one of the side walls t ; to this, said main wall T is connected, to which, in turn, the other side wall t is connected.
  • the length of the open bore 2 measured from the free edge 5 of the supporting post is preferably about 2 to 4 times, more preferably about 2,5 to 3,5 times, and even more preferably about 3 times as large as the diameter of the open bore 2.
  • the main wall T is 110 ⁇ 3 mm in width
  • the side walls t are 56 ⁇ 3 mm in width
  • the supporting post 1 is 1700 ⁇ 40 mm in its total length
  • its height above the ground level that is, in its installed position
  • the wall f is 8 ⁇ 3 mm in width
  • the wall thickness s of the sheet material used for the supporting post 1 is 4 ⁇ 0,5 mm.
  • the length of said open bore 2 with parallel extension corresponding to the diameter of the bore measured from the free edge 5 of the supporting post 1 is 60 mm, its width is 18 mm, and the magnitude of the rounding radius R-I is 9 mm at 135°.
  • Figure 5 the components of the preferred connecting means 4 can be seen: a mushroom-headed screw 6, a screw-bolt 7, a hexagonal nut 8 and a washer 9; the figure illustrates clamping of a sine safety barrier.
  • the sine safety barrier 3 shown in Figure 6 is provided with rectangular openings 10 for its mounting by means of the connecting means 4 passing through at the bottom of the open bore 2 with parallel extension corresponding to the diameter of the bore, and with oval openings 11 for bracing the safety barriers together.
  • Said oval openings 11 allow a displacement of the connecting means along the longitudinal direction of the safety barrier 3 during assembling as required by the position of the safety barrier 3.
  • Said rectangular openings 10 allow in turn the rotation free, stable securing for the connecting means.
  • the preferred sine safety barrier has got a basically W-shape in cross sectional view.
  • the rectangular openings 10 are arranged within the valley portions 12 of said sine safety barrier that enable the installation of the connecting means (not shown).
  • This design of the sine safety barrier allows a lowered arrangement of the connecting means on the road side of the barrier when installed and thus helps in decreasing the risk of being damaged by said connecting means upon collision.
  • the securing by means of said connecting means 4 passing through the open bore 2 with parallel extension corresponding to the diameter of the bore or at the bottom 13 of said open bore 2 allows the easiest possible breakaway/separation of the (preferably sine) safety barrier 3 when an incidental collision occurs.
  • the safety barrier structures built with the above discussed supporting posts offer an increased protection on public roads and also increase safety of the vehicles and the passengers travelling in said vehicles due to their strength-related properties.
  • both the supporting post 1 and the safety barrier 3 used in the road safety barrier structure with supporting post according to the present invention when installed are equally hot-dip galvanized.
  • the open bore 2 ( Fig. 1 ) with parallel extension corresponding to the diameter of the bore is formed in the supporting post 1 at a given distance, preferably at 49 ⁇ 3 mm, from the top end thereof, and the thus obtained supporting post 1 ( Fig. 1 ), that is ready to be installed, is transported to the place of installation.
  • At least two supporting posts 1 are erected in a given distance apart from one another on the edge of the roadway with their front elevation view facing to the roadway. Then, the two erected supporting posts 1 are secured by beating in the soil to a desired depth tj or by any other way.
  • a safety barrier 3 (particularly, a sine safety barrier shown in Fig. 6 ) with proper orientation is affixed through the rectangular opening 10 by means of connecting means 4 ( Fig. 5 ) passing through at the bottom 13 of the open bore 2 to both of said supporting posts 1.
  • Figures 9 and 10 illustrate the finished structure in two different views with the sine safety barrier 3 being affixed by means of the connecting means 4 onto the supporting posts 1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Claims (7)

  1. Structure de barrière de sécurité routière avec montant de support, ladite structure comprend une barrière de sécurité (3) et un montant de support (1) ayant une paroi latérale (t) pour fixer la barrière de sécurité (3), dans laquelle ladite paroi latérale (t) comprend au moins un alésage ouvert (2), ledit alésage ouvert (2) est muni d'une extension parallèle correspondant au diamètre de l'alésage, essentiellement parallèle à un bord libre (5) de la paroi latérale (t) et située entre ledit bord libre (5) et un bord opposé (5a) de ladite paroi latérale (t), et dans laquelle le montant de support (1) et la barrière de sécurité (3) sont fixés ensemble au moyen de moyens de liaison amovibles (4) qui passent à travers l'extension parallèle de l'alésage ouvert (2) ou au niveau d'un fond (13) de celui-ci, caractérisée en ce que l'alésage ouvert (2) est fourni sous la forme d'une découpe, selon laquelle une paroi (f) se forme entre l'alésage ouvert (2) et le bord libre (5) de la paroi latérale (t), un premier bord dudit alésage ouvert (2) étant ainsi défini par la paroi (f) et un bord supplémentaire de l'alésage ouvert (2) qui est situé face à la paroi (f) prend d'abord la forme d'un arc avec un rayon de courbure (R-I) et rejoint ensuite le bord libre (5) de la paroi latérale (t) à un angle oblique.
  2. Structure de barrière de sécurité routière avec montant de support selon la revendication 1, caractérisée en ce que la longueur de l'alésage ouvert (2) avec l'extension parallèle correspondant au diamètre de l'alésage mesurée à partir du bord (5) de la paroi latérale (t) du montant de support (1) représente de préférence environ deux à quatre fois, de manière davantage préférée environ 2,5 à 3,5 fois, et de manière encore davantage préférée environ trois fois, la largeur du diamètre dudit alésage ouvert (2).
  3. Structure de barrière de sécurité routière avec montant de support selon la revendication 1 ou 2, caractérisée en ce que la barrière de sécurité (3) est une barrière de sécurité ondulée.
  4. Structure de barrière de sécurité routière avec montant de support selon l'une quelconque des revendications 1 à 3, caractérisée en ce que les surfaces du montant de support (1) et de la barrière de sécurité (3) sont galvanisées à chaud contre la corrosion.
  5. Structure de barrière de sécurité routière avec montant de support selon l'une quelconque des revendications 1 à 4, caractérisée en ce que dans la paroi latérale (t) dudit montant de support (1), la longueur de l'alésage ouvert (2) avec l'extension parallèle est de 60 mm de longueur et 18 mm de diamètre.
  6. Procédé d'installation de la structure de barrière de sécurité routière avec montant de support selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu' il comprend les étapes suivantes :
    - ledit alésage ouvert (2) est formé dans la paroi latérale (t) du montant de support (1),
    - au moins deux montants de support (1) sont dressés sur le bord de la chaussée avec une vue en élévation faisant face à la chaussée,
    - les deux montants de support dressés (1) sont fixés,
    - la barrière de sécurité (3) est fixée à travers des ouvertures respectives (10) formées dans celle-ci sur lesdits au moins deux montants de support (1) au moyen de moyens de liaison (4) passant à travers l'extension parallèle de l'alésage ouvert (2) ou au niveau d'un fond (13) de celui-ci.
  7. Procédé d'installation selon la revendication 6, caractérisé en ce que la barrière de sécurité (3) est fournie par une barrière de sécurité ondulée.
EP12197620.3A 2011-12-15 2012-12-17 Structure pour une barrière routière de sécurité avec un poteau support et procédé pour sa installation. Active EP2628852B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
HU1100263U HU4113U (en) 2011-12-15 2011-12-15 Supporting pillar for safety barrier structures
HU1200329 HU230097B1 (hu) 2011-12-15 2011-12-15 Közúti védőkorlát-szerkezet tartóoszloppal és eljárás telepítésére

Publications (3)

Publication Number Publication Date
EP2628852A2 EP2628852A2 (fr) 2013-08-21
EP2628852A3 EP2628852A3 (fr) 2016-04-27
EP2628852B1 true EP2628852B1 (fr) 2019-05-15

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP12197620.3A Active EP2628852B1 (fr) 2011-12-15 2012-12-17 Structure pour une barrière routière de sécurité avec un poteau support et procédé pour sa installation.

Country Status (2)

Country Link
EP (1) EP2628852B1 (fr)
HU (2) HU230097B1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9217230B2 (en) * 2013-10-11 2015-12-22 Safe Direction Pty Ltd Barrier system
WO2016201401A2 (fr) * 2015-06-11 2016-12-15 Reinert Gary L Fondation à plaque métallique monobloc avec plaque décalée d'un seul tenant pour garde-corps et autres structures et système de garde-corps utilisant celle-ci
EP3377702B1 (fr) 2015-11-18 2022-03-16 Troy Wheeler Contracting Limited Glissière de sécurité et emploi d'un poteau et une plaque de montage dans cette glissière
US10794023B2 (en) * 2016-04-08 2020-10-06 Holmes Solutions Lp Barrier system
AT520738B1 (de) * 2018-07-24 2019-07-15 Kirchdorfer Fertigteilholding Gmbh Steher für ein fahrzeugrückhaltesystem

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4516365A (en) 1982-11-12 1985-05-14 Chapman Nicholas J Support assembly and method
FR2641804B1 (fr) 1989-01-17 1992-02-28 Pomero Claude Glissiere de securite routiere a ailes developpees
US5219241A (en) 1991-06-04 1993-06-15 Picton Valentine L Crash barrier post
IT1262381B (it) 1993-07-23 1996-06-19 Autostrade Concess Const Barriera leggera da ponte autostrade.
IT1270033B (it) 1994-04-14 1997-04-28 Tubosider Italiana Spa Barriera stradale a geometria variabile, con mezzi di dissipazione di energia
FR2723602B1 (fr) * 1994-08-12 1996-10-18 Sodirel Dispositif de glissiere de securite routiere, et plus particulierement dispositif de solidarisation de la lisse aux poteaux verticaux.
IT1268127B1 (it) * 1994-10-17 1997-02-20 Acciai Centro Spa Barriera stradale semirigida a dissipazione controllata dell'energia d'urto con correzione di assetto.
DE102004034999A1 (de) 2004-03-10 2005-10-13 TOGE-Dübel A. Gerhard KG Leitplanken-Pfosten
JP2006283523A (ja) 2005-04-05 2006-10-19 Nippon Steel Corp 支柱構造及びガードレール付支柱
GB2435066A (en) * 2006-02-09 2007-08-15 Corus Uk Ltd Safety barrier
US8353499B2 (en) * 2007-08-21 2013-01-15 Nucor Corporation Roadway guardrail system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP2628852A2 (fr) 2013-08-21
EP2628852A3 (fr) 2016-04-27
HUE044754T2 (hu) 2019-11-28
HUP1200329A2 (en) 2013-07-29
HU230097B1 (hu) 2013-07-29

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