EP2333159B1 - Glissière de sécurité - Google Patents

Glissière de sécurité Download PDF

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Publication number
EP2333159B1
EP2333159B1 EP09014996A EP09014996A EP2333159B1 EP 2333159 B1 EP2333159 B1 EP 2333159B1 EP 09014996 A EP09014996 A EP 09014996A EP 09014996 A EP09014996 A EP 09014996A EP 2333159 B1 EP2333159 B1 EP 2333159B1
Authority
EP
European Patent Office
Prior art keywords
profile
support member
longitudinal axis
safety barrier
angle
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.)
Not-in-force
Application number
EP09014996A
Other languages
German (de)
English (en)
Other versions
EP2333159A1 (fr
Inventor
Vanessa Volkmann
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.)
Volkmann and Rossbach GmbH and Co KG
Original Assignee
Volkmann and Rossbach GmbH and Co KG
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 Volkmann and Rossbach GmbH and Co KG filed Critical Volkmann and Rossbach GmbH and Co KG
Priority to PL09014996T priority Critical patent/PL2333159T3/pl
Priority to AT09014996T priority patent/ATE554231T1/de
Priority to ES09014996T priority patent/ES2384448T3/es
Priority to EP09014996A priority patent/EP2333159B1/fr
Priority to DK09014996.4T priority patent/DK2333159T3/da
Priority to PCT/EP2010/007327 priority patent/WO2011066973A1/fr
Publication of EP2333159A1 publication Critical patent/EP2333159A1/fr
Application granted granted Critical
Publication of EP2333159B1 publication Critical patent/EP2333159B1/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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407—Metal rails
    • E01F15/0423—Details of rails
    • 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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407—Metal rails
    • E01F15/0438—Spacers between rails and posts, e.g. energy-absorbing means

Definitions

  • the present invention relates to a protective barrier construction according to the preamble of patent claim 1.
  • the guard rail arrangement disclosed in this document consists of a protective barrier string of preferably demarcated protective barriers and the protective barrier string carrying in cross-section sigmoidal posts, which are driven into a subsoil.
  • the attachment of the guard rails to the post is done with the interposition of U-shaped support brackets.
  • Fig. 1 describes the behavior of such known from the prior art guard rail assembly in the event of an impact of a motor vehicle.
  • the protective barrier 14 dissolves from the post 12, ie after a connecting screw for fixing the guard rail 14 is broken at the post 12 at a predetermined breaking point. Due to the predetermined breaking point, the protective barrier strand 14 can deform separately from the posts 12, which are bent further in the direction of the underground U. The protective barrier 14 is further deformed and can deflect a vehicle by means of its Switzerlandbandfensiv.
  • the NL 6 612 923 A discloses a guard rail construction in which are bolted to a post intermediate pieces, which have a parallelogram cross-section. Upper and lower legs of the intermediate pieces extend obliquely in the direction of a spar attached to the intermediate piece.
  • the intermediate piece consists of an obliquely angled O-shaped sheet metal strip, wherein between the two legs of a web is welded, to which the spar is attached. The bridge extends parallel to the spar.
  • the EP 2 088 246 A2 discloses a guard rail construction in which a support member is disposed on a post to which in turn the guard rail is attached.
  • the support member or spacer adjusts an angle of the guardrail strand to the longitudinal axis of the posts.
  • an arm is arranged, which extends starting from the spacer in the direction of the substrate.
  • another guard rail can be attached below the guard rail.
  • the DE 12 76 678 A discloses a guardrail having posts attached to spars. Between the spars and the post intermediate pieces are provided, which are attached to the post. A lower leg of the intermediate piece is formed thinner than a thigh. The length of the lower leg is chosen smaller than the length of the upper leg, so that the spar attached to the intermediate piece extends at an angle to the vertical plane. Due to the inclination of the spar, a downward deflection component is achieved, which is intended to prevent the vehicle from skipping over the guardrail.
  • the EP 1 627 956 A1 is considered as the closest prior art and discloses a Leitschwellenan extract in which a guardrail strand supported on support posts on the post. Spacers are provided between the support bars and the guard rail.
  • the deformation behavior of Guard rail construction can be significantly improved, in particular, the lowering of the guard rail is prevented with progressive deformation of the guard rail construction.
  • the inclination of the protective barrier strand in the direction of the ground is supported by the support element, which can even increase the angle of inclination of the protective barrier by its asymmetric structure and its deformation behavior and thus contributes significantly to the fact that the protective barrier strand remains in an elevated position and not run over by an impacting vehicle can be.
  • the support element has its asymmetrical shape, is designed to be relatively stiff in the upper protruding in the direction of the protective barrier leg of the support element and deformed only with a delay, whereby the inclination angle of the protective barrier in the direction of the substrate is increased and a lowering of the protective barrier strand even at larger occurring impact forces is prevented.
  • the protective barrier strand remains even after release from the profile post - compared with the prior art ( Fig.1 ) - in an elevated position or by the angle of inclination to the ground and the impacting Vehicle further raised, which can create relatively large vehicles on the protective barrier and are deflected by this.
  • a development of the invention provides that the at least one leg of the support element has a predetermined angle to the central axis of the profile posts.
  • the angle of the legs of the support element to the longitudinal axis of the profile posts, the deformation behavior of the support element can be influenced, i. the timing of a deformation of the support element is determined. This is particularly important for the controlled course of deformation in a vehicle crash of great importance.
  • the support member according to a preferred embodiment of the invention comprises two legs projecting from the attachment portion, each extending at an angle to the longitudinal axis of the profile posts, the angles of the projecting legs differing from the attachment portion.
  • the two angles between the legs of the support element and the fixing section are designed according to the invention such that it approaches the ground Leg of the support element first deformed, whereby the angle of inclination of the guard rail to the longitudinal axis of the profile posts is at least maintained.
  • a preferred embodiment of the invention provides that the closer to the ground leg of the support member has a greater angle to the longitudinal axis of the profile posts, as the angle between the respective other leg and the longitudinal axis of the profile posts. This ensures that, in the event of a vehicle collision, the lower leg first deforms and the inclination of the guardrail strand is increased. As a result, the displacement of the guardrail strand is supported upwards in a vehicle collision and increases the stoppage of the guard rail construction or effectively prevents the collision of the guardrail strand by an impacting vehicle.
  • the leg having the greater angle to the longitudinal axis of the profile posts is first deformed due to the larger lever arm for an impacting vehicle, thereby increasing the inclination of the guard rail to the longitudinal axis of the profile posts and the protective barrier strand is elevated to a raised position due to the impacting vehicle is relocated.
  • the angle between the leg closer to the ground of the support element and the longitudinal axis of the profile posts is not equal to 90 °.
  • the deformation behavior of the guard rail construction and in particular of the support element can be influenced by the fact that, according to an embodiment of the invention, the two legs of the support element projecting from the attachment section have different lengths.
  • the intermediate element is designed such that it rests with a surface on the attachment portion of the support member and the surface opposite this surface is chamfered.
  • the intermediate element has a wedge shape, which defines the angle of the protective barrier strand to the longitudinal axis of the profile posts.
  • the guard rail construction according to the invention can also be used on a strip foundation, a bridge or similar structures, wherein the posts are much more rigidly connected to the ground, mostly made of concrete.
  • the posts are bolted to the ground.
  • a deformation element between the profile post and the support member may be provided a deformation element.
  • the support element engages with its parallel to the central axis of the profile post extending portion of the deformation element or the profile post.
  • the angle between the protective barrier strand and the longitudinal axis of the profile posts is between 1 and 10 °.
  • two substantially parallel protective barrier strands are arranged on the profile post, which are in each case via a support member and an intermediate element with the profile post in connection and extend at an angle to the longitudinal axis of the profile posts.
  • Fig. 2 shows an exploded perspective view of the guard rail construction according to the invention, which is generally designated 100.
  • Fig. 2 one recognizes the profile posts 112, which are rammed into a substrate, not shown here for attachment of the guard rail construction 100.
  • Next to the profile posts 112 shows Fig. 2 along a roadway (not shown) extending guard rail 114.
  • support elements 116 are arranged between the profile posts 112 and the protective barriers of the guard rail 114.
  • the support members 116 lie directly with a mounting portion 118 to the profile posts 112, ie, the mounting portion 118 of the support members 116 extends parallel to a longitudinal axis L of the profile post 112.
  • the Support member 116 By the planar contact of the mounting portion 118 to the profile post 112, the Support member 116 a large area on the profile post 112 and absorb a relatively large proportion of the impact force of a vehicle and so transferred to the profile post 112.
  • the support members 116 here have two of the mounting portion 118 projecting legs 122 and 124 which support the protective barrier 114 strand.
  • the intermediate elements 120 can be seen, which are designed such that the protective barrier strand 114 to the longitudinal axis L of the profile posts 112 is inclined.
  • the intermediate elements 120 will be described in detail later in this description.
  • the intermediate elements 120 can be formed directly on the support members 116 or represent items.
  • Fig. 2 shows Fig. 2 in that the guard rails 114 and the support element 116 are attached to the profile post 112 by screw connections.
  • Fig. 3 shows a side view of the guard rail construction 100. It can be seen again the profile post 112 and the guard rail 114 and disposed between the profile post 112 and the guard rail 114 support member 116.
  • the support member 116 lies down with its parallel to the profile post 112 extending mounting portion 118 to the profile post 112th at.
  • the intermediate element 120 in turn abuts with a surface 120a on the mounting portion 118 of the support member 116 and has a surface 120 opposite, beveled surface 120b, to which the guard rail 114 partially applies.
  • the protective barrier strand 114 to the tapered surface 120 b of the intermediate member 120 of the guard rail 114 extends angled to the longitudinal axis (not shown here) of the profile post 112.
  • the tapered surface 120 b of the intermediate elements 120 of the inclination angle of the guard rail 114 to the Longitudinal axis L of the profile post 112 is set.
  • the angle of inclination of the guard rail 114 to the longitudinal axis L of the profile post 112 can also be adjusted by the structural design of the support member 116 with the legs 122 and 124 and over the length of the legs 122 and 124.
  • Fig. 3 clearly shows the asymmetrical design of the support member 116, which is necessary to adjust the support member 116 at the angle defined by the intermediate member 120 angle of the protective barrier strand 114 to the longitudinal axis L of the profile posts 112.
  • An angle ⁇ of the leg 122 to the profile post 112 or its longitudinal axis L is smaller than an angle ⁇ between the longitudinal axis L of the profile posts 112 and the leg 124, which is closer to the ground.
  • the deformation behavior of the guard rail construction 100 can be positively influenced in the event of a collision of a motor vehicle, which will be described in detail in the following description.
  • Fig. 4a shows again a side view of the guard rail construction 100 with a B-profile having protective barrier 114th
  • Fig. 4b an exploded view of the support member 116 with the intermediate member 120 disposed thereon according to a first embodiment.
  • the intermediate element 120 is provided on the attachment portion 118 of the support element 116.
  • the angle ⁇ of the leg 124 to the parallel to the longitudinal axis L of the profile posts 112 extending mounting portion 118 is significantly greater than the angle ⁇ of the leg 122 to the mounting portion 118. This ensures that deformed in the collision case of a vehicle, first lower leg closer to the ground 124 in the direction of the profile post 112.
  • the faster deformation of the lower leg 124 compared to the deformation time of the upper leg 122 ensures that the crash barrier 114 at least retains the inclination in the event of a collision with a vehicle and moves upwards as the deformation progresses, and also a heavy vehicle or vehicle at high speed can be prevented from passing over the guard rail 114.
  • the force exerted by an impacting vehicle on the guard rail construction 100 has, due to the larger angle ⁇ of the leg 124, a larger lever arm from the bend where the attachment portion 118 merges into the leg 124 compared to the smaller angle ⁇ of the leg 122, whereby the leg 124 is deformed much faster than the leg 122nd
  • Fig. 5a shows a side view of the guard rail construction 100 with an A-profile guardrail 114 and Fig. 5b shows an exploded view of a support member 116 according to the second embodiment.
  • Fig. 6 shows a perspective view and a side view of the support member 116 according to the first embodiment. It can be seen again the two legs 122 and 124, each having a different angle ⁇ , ⁇ to the mounting portion 118. Furthermore, one recognizes Fig. 6 in that the lower leg 124 is shortened compared to the upper leg 122.
  • Fig. 7 shows an adapted to the support member 116 according to the first embodiment intermediate member 120.
  • the intermediate member 120 is wedge-shaped and has for this purpose a vertically extending surface 120a, which is adjacent to the mounting portion 118 of the support member 116 can create.
  • the surface 120b of the intermediate element 120 lying opposite the surface 120a is bevelled to the surface 120a in order to reduce the angle of inclination of the protective barrier strand 114 (FIG. Fig. 1 to 3 ) to the longitudinal axis of the profile posts 112.
  • Fig. 8 shows a support member 116 according to the second embodiment and Fig. 9 shows various views of an adapted to the support member 116 according to the second embodiment intermediate member 120th
  • the intermediate element 120 is designed widened to adapt to the A-profile of the protective barrier strand 114 compared to the embodiment described above. Due to the differences between the A and B profiles, the wedge-shaped intermediate member 120 must be made widened, that is, the distance between the surfaces 120a and 120b is larger than that with respect to FIG FIG. 7 described embodiment, since the A-profile of the protective barrier strand 114 would abut at the oblique attachment by the intermediate member 120 with one end to the post 112. Such a system could adversely affect the deformation behavior of the guard rail assembly 100 and the support member 116, respectively.
  • the 10a and 10b show a third embodiment of the support member 116.
  • the support member 116 has only one leg 122 which extends in dependence on the profile of the guard rail 114 (A-profile or B-profile) at a predetermined angle to the mounting portion 118 of the support member 116.
  • the guard rail 114 has a B-profile and the leg 122 protrudes at a predetermined angle ⁇ of not equal to 90 degrees in the direction of the mounting portion 118.
  • Fig. 10b shows a protective barrier with A-profile.
  • the leg 122 of the support member 116 extends perpendicularly (angle ⁇ ) to the mounting portion 118 to conform to the A-profile of the guardrail strand 114, whereby the leg 122 is very stiff and is deformed only at a relatively large force.
  • a protective barrier construction 100 with the support element 116 with only one leg 122 is very similar to the operation of a support element 116 with two legs 122 and 124.
  • a support member 116 with only one leg 122 of the guard rail 114 is without deformation of a second Leg of the support member 116 immediately post in the direction of the profile 112 moves.
  • This deformation of guard rail 114 toward profile post 112 increases the angle of inclination of guard rail 114, which contributes to the increase of guard rail 114 during deformation by an impacting vehicle and increases the force absorbing capability of guard rail construction 100
  • Fig. 11 shows the operation of the guard rail construction 100 in an impact of a motor vehicle.
  • the dotted lines each represent the basic position of the guard rail assembly 100.
  • the lower leg 124 of the support member 116 is deformed in the direction of the profile post 112 and the guard rail 114 tilts slightly more towards the ground.
  • the profile post 112 is due to the impact force of the motor vehicle of a roadway (not shown) wegbogen.
  • the support member 116 and the guard rail 114 detach from the profile post 112 after a connecting bolt (not shown) is broken at a predetermined breaking point.
  • Fig. 12 shows side views of the guard rail construction 100 in a vehicle collision, from which the rapid deformation of the lower leg 124 and the increase in the inclination angle is apparent. From these views it can be seen clearly how the lower leg 124 of the support member 116 is deformed in the direction of the profile post 112 and finally rests against the profile post 112, whereby the inclination angle of the guard rail 114 to the profile post 112 increases. As previously described, this results in an improved deformation behavior of the entire guard rail construction 100, whereby larger vehicles or vehicles can be stopped and deflected at a higher speed with the guard rail construction 100.
  • Fig. 13 shows a side view of a support member 116 with the intermediate member 120 and a mounted on the support member 116 deformation element 126.
  • the support member 116 may also be integrally formed with the deformation element 126.
  • Fig. 14a to 14c show various views of a guard rail construction 200, which is for example mounted on a bridge.
  • the profile posts 212 are screwed here via screws 228 with the substrate (not shown here).
  • the deformation element 226 is screwed with the attached support member 216 with both the profile post 212 and the guard rail 214.
  • the profile posts 212 extend vertically further upwards and at the upper end of the profile posts 212 a handrail 230 is attached.
  • Fig. 15 shows a side view of a third embodiment of the guard rail construction 300, with two substantially parallel protective barrier strands 314th
  • Fig. 15 the support members 316 arranged on both sides of the profile post 312, which together with the intermediate elements 320 set the angle of the protective barrier strands 314 relative to the longitudinal axis L of the profile posts 312. It is at the support members 316 to support elements according to the with reference to the FIGS. 4a, 4b and 6 described in detail first embodiment.
  • Fig. 15 It can be seen that the two guard rail strands 314 due to the intermediate member 320 and the support members 316 opposite angled to the longitudinal axis L of the profile post 312 or to the substrate U run to use such a protective structure 300, for example, as a central barrier for the separation of two lanes and both sides described in detail above Benefits of such a protective barrier construction 300 to be able to use.
  • a protective barrier construction 300 to be able to use.
  • the guard rail construction 300 having two substantially parallel guardrail strands 314 vehicles bouncing off both sides can be prevented from passing over the guardrail strands 314 and even larger vehicles can be safely deflected.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Vibration Dampers (AREA)
  • Materials For Medical Uses (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (10)

  1. Glissière de sécurité (100) pour un système de retenue de véhicule servant à sécuriser des voies de circulation (120), comprenant
    - une pluralité de poteaux profilés (112) qui peuvent être ancrés ou sont ancrés dans le sol (U),
    - au moins une barrière de sécurité (114) qui s'étend le long d'un axe longitudinal, et
    - au moins un élément d'appui (116) servant à supporter la barrière de sécurité (114) et disposé respectivement entre ledit poteau profilé (112) et ladite barrière de sécurité (114), à partir duquel élément s'étend un segment de fixation (118) parallèlement à l'axe longitudinal (L) des poteaux profilés (112), ledit élément d'appui (116) présentant au moins une branche (122, 124) qui fait saillie dudit segment de fixation (118) en direction de la barrière de sécurité (114),
    - un élément intermédiaire (120) disposé entre l'élément d'appui (116) et la barrière de sécurité (114), ledit élément intermédiaire (120) étant appliqué par une surface (120a) contre ledit segment de fixation (118) de l'élément d'appui (116),
    caractérisée en ce que la surface opposée (120b) à ladite surface (120a) est inclinée, la surface s'étendant obliquement (120b) déterminant un angle d'inclinaison de la barrière de sécurité (114) par rapport à l'axe longitudinal (L) des poteaux profilés (112), et l'élément d'appui (116) étant réalisé de manière asymétrique pour s'adapter à l'angle d'inclinaison de la barrière de sécurité (114) par rapport à l'axe longitudinal (L) du poteau profilé (112).
  2. Glissière de sécurité (100) selon la revendication 1,
    caractérisée en ce que ladite branche (122, 124) de l'élément d'appui présente un angle prédéterminé (α, β) par rapport à l'axe longitudinal (L) des poteaux profilés (112).
  3. Glissière de sécurité (100) selon la revendication 1 ou 2,
    caractérisée en ce que l'élément d'appui (116) présente deux branches (122, 124) qui font saillie du segment de fixation (118) et s'étendent chacune selon un angle (α, β) par rapport à l'axe longitudinal (L) des poteaux profilés (112), les deux angles (α, β) étant différents.
  4. Glissière de sécurité (100) selon la revendication 3,
    caractérisée en ce que la branche (124) de l'élément d'appui (116) la plus proche du sol (U) présente un angle (α) par rapport à l'axe longitudinal (L) des poteaux profilés qui est plus grand que l'angle (β) existant entre l'autre branche (122) et l'axe longitudinal (L) des poteaux profilés (112).
  5. Glissière de sécurité (100) selon la revendication 3 ou 4,
    caractérisée en ce que l'angle (α) existant entre la branche (124) de l'élément d'appui (116) la plus proche du sol (U) et l'axe longitudinal (L) des poteaux profilés (112) n'a pas 90 degrés.
  6. Glissière de sécurité (100) selon l'une des revendications 1 à 5,
    caractérisée en ce que les deux branches (122, 124) de l'élément d'appui (116) qui font saillie du segment de fixation (118) sont de longueur différente.
  7. Glissière de sécurité (100) selon l'une des revendications précédentes,
    caractérisée en ce qu'un élément de déformation (126) est prévu entre les poteaux profilés (112) et l'élément d'appui (116).
  8. Glissière de sécurité (100) selon l'une des revendications précédentes,
    caractérisée en ce qu'avec son segment de fixation (118) s'étendant parallèlement à l'axe longitudinal (L) des poteaux profilés (112), l'élément d'appui (116) s'applique contre ledit élément de déformation (126) ou le poteau profilé (112).
  9. Glissière de sécurité (100) selon l'une des revendications précédentes,
    caractérisée en ce que l'angle existant entre la barrière de sécurité (114) et l'axe longitudinal (L) du poteau profilé (112) est compris entre 1 et 10 degrés.
  10. Glissière de sécurité (300) selon l'une des revendications précédentes,
    caractérisée en ce que deux barrières de sécurité (312) s'étendant pour l'essentiel parallèlement sont montées sur les poteaux profilés (312), lesquelles barrières sont chacune en contact avec les poteaux profilés (312) par le biais d'un élément d'appui (316) et d'un élément intermédiaire (320) et s'étendent chacune selon un angle par rapport à l'axe longitudinal des poteaux profilés (312).
EP09014996A 2009-12-03 2009-12-03 Glissière de sécurité Not-in-force EP2333159B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
PL09014996T PL2333159T3 (pl) 2009-12-03 2009-12-03 Konstrukcja bariery ochronnej
AT09014996T ATE554231T1 (de) 2009-12-03 2009-12-03 Schutzplankenkonstruktion
ES09014996T ES2384448T3 (es) 2009-12-03 2009-12-03 Construcción de guardarraíl
EP09014996A EP2333159B1 (fr) 2009-12-03 2009-12-03 Glissière de sécurité
DK09014996.4T DK2333159T3 (da) 2009-12-03 2009-12-03 Autoværnskonstruktion
PCT/EP2010/007327 WO2011066973A1 (fr) 2009-12-03 2010-12-02 Construction de barrière de sécurité

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09014996A EP2333159B1 (fr) 2009-12-03 2009-12-03 Glissière de sécurité

Publications (2)

Publication Number Publication Date
EP2333159A1 EP2333159A1 (fr) 2011-06-15
EP2333159B1 true EP2333159B1 (fr) 2012-04-18

Family

ID=41682405

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09014996A Not-in-force EP2333159B1 (fr) 2009-12-03 2009-12-03 Glissière de sécurité

Country Status (6)

Country Link
EP (1) EP2333159B1 (fr)
AT (1) ATE554231T1 (fr)
DK (1) DK2333159T3 (fr)
ES (1) ES2384448T3 (fr)
PL (1) PL2333159T3 (fr)
WO (1) WO2011066973A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011055959A1 (de) 2011-12-02 2013-06-06 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Fahrzeugrückhaltesystem
DE102011055960B4 (de) 2011-12-02 2018-04-12 Bochumer Eisenhütte Heintzmann GmbH & Co. Bau- und Beteiligungs KG Fahrzeugrückhaltesystem
DE102014107874A1 (de) 2014-06-04 2015-12-17 SGGT Straßenausstattungen GmbH Fahrzeugrückhaltesystem
KR102185578B1 (ko) * 2020-03-24 2020-12-02 주식회사 국제에스티 가드레일에 대한 충격흡수 및 승월방지를 위한 가드레일 보강구조

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1276678B (de) 1963-05-09 1968-09-05 Neher Maschinenfabrik Stahl U Leitplanke fuer Strassen, bei der die Holme ueber verformbare buegelartige Zwischenstuecke an den Pfosten befestigt sind
AT258999B (de) 1965-12-02 1967-12-27 Voest Ag Fahrzeugleitvorrichtung an Straßenrändern
DE102004039792B4 (de) 2004-08-16 2007-01-11 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Leitschwellenanordnung
DE202006010573U1 (de) 2006-07-06 2006-09-07 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Schutzplankenstrang aus Stahl
ES1067158U (es) 2008-02-05 2008-04-16 Juan Jose Maria Gonzalez Uriarte Brazo de anclaje para un sistema de proteccion de motociclistas aplicable en barreras de seguridad de doble onda.

Also Published As

Publication number Publication date
WO2011066973A1 (fr) 2011-06-09
ES2384448T3 (es) 2012-07-05
ATE554231T1 (de) 2012-05-15
EP2333159A1 (fr) 2011-06-15
PL2333159T3 (pl) 2012-08-31
DK2333159T3 (da) 2012-07-09

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