EP2333159A1 - Glissière de sécurité - Google Patents
Glissière de sécurité Download PDFInfo
- Publication number
- EP2333159A1 EP2333159A1 EP09014996A EP09014996A EP2333159A1 EP 2333159 A1 EP2333159 A1 EP 2333159A1 EP 09014996 A EP09014996 A EP 09014996A EP 09014996 A EP09014996 A EP 09014996A EP 2333159 A1 EP2333159 A1 EP 2333159A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- guard rail
- profile
- longitudinal axis
- angle
- posts
- 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
Links
- 230000004888 barrier function Effects 0.000 title claims description 57
- 230000001681 protective effect Effects 0.000 claims description 55
- 238000010276 construction Methods 0.000 claims description 47
- 230000006978 adaptation Effects 0.000 abstract description 2
- 230000003116 impacting effect Effects 0.000 description 8
- 239000000758 substrate Substances 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000750 progressive effect Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
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 guard rail construction for a vehicle restraint system for securing roadways with a plurality of profile posts which are anchored or anchored in a ground, at least one protective barrier along a longitudinal axis, and at least one support element each between a respective profile post and the guard rail, from which a mounting portion extends parallel to the central axis of the profile posts.
- 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.
- a protective barrier construction of the type described in which between the support member and the protective barrier an intermediate element is arranged, which is designed such that the protective barrier runs at an angle to the longitudinal axis of the profile posts, wherein the support element for adaptation to the angle is formed asymmetrically between the guard rail and the center axis of the profile post and has at least one leg which protrudes from the attachment portion in the direction of the guard rail.
- the deformation behavior of the protective barrier construction can be significantly improved, in particular the lowering of the protective barrier strand is prevented with progressive deformation of the protective barrier construction.
- a heavy impacting vehicle can still be supported on the guard rail and deflected.
- 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 attach directly to 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 posts 112.
- the planar contact of the mounting portion 118 to the profile post 112, the support member 116 largely supported on the profile post 112 and record 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 on.
- 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 posts 112 can also be adjusted by the structural design of the support member 116 with the legs 122 and 124 or 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 due to the larger angle ⁇ of the leg 124, has 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 element 120 must be widened, that is, the distance between the surfaces 120a and 120b is greater 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 displaced in the direction of the profile post 112.
- 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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Signs Or Road Markings (AREA)
- Vibration Dampers (AREA)
- Materials For Medical Uses (AREA)
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK09014996.4T DK2333159T3 (da) | 2009-12-03 | 2009-12-03 | Autoværnskonstruktion |
AT09014996T ATE554231T1 (de) | 2009-12-03 | 2009-12-03 | Schutzplankenkonstruktion |
EP09014996A EP2333159B1 (fr) | 2009-12-03 | 2009-12-03 | Glissière de sécurité |
ES09014996T ES2384448T3 (es) | 2009-12-03 | 2009-12-03 | Construcción de guardarraíl |
PL09014996T PL2333159T3 (pl) | 2009-12-03 | 2009-12-03 | Konstrukcja bariery ochronnej |
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 true EP2333159A1 (fr) | 2011-06-15 |
EP2333159B1 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) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011055959A1 (de) | 2011-12-02 | 2013-06-06 | Heintzmann Sicherheitssysteme Gmbh & Co. Kg | Fahrzeugrückhaltesystem |
DE102011055960A1 (de) | 2011-12-02 | 2013-06-06 | Heintzmann Sicherheitssysteme Gmbh & Co. Kg | Fahrzeugrückhaltesystem |
EP2952630A1 (fr) | 2014-06-04 | 2015-12-09 | SGGT Strassenausstattungen GmbH | Système de retenue de véhicule |
KR102185578B1 (ko) * | 2020-03-24 | 2020-12-02 | 주식회사 국제에스티 | 가드레일에 대한 충격흡수 및 승월방지를 위한 가드레일 보강구조 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NL6612923A (fr) | 1965-12-02 | 1967-06-05 | ||
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 |
EP1627956A1 (fr) | 2004-08-16 | 2006-02-22 | SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG | Glissière de sécurité routière |
DE202006010573U1 (de) | 2006-07-06 | 2006-09-07 | Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg | Schutzplankenstrang aus Stahl |
EP2088246A2 (fr) | 2008-02-05 | 2009-08-12 | Juan Maria Uriarte Gonzalez | Bras d'ancrage pour un système de protection de motocyclistes applicable à des barrières de sécurité à deux ondes |
-
2009
- 2009-12-03 DK DK09014996.4T patent/DK2333159T3/da active
- 2009-12-03 ES ES09014996T patent/ES2384448T3/es active Active
- 2009-12-03 EP EP09014996A patent/EP2333159B1/fr not_active Not-in-force
- 2009-12-03 PL PL09014996T patent/PL2333159T3/pl unknown
- 2009-12-03 AT AT09014996T patent/ATE554231T1/de active
-
2010
- 2010-12-02 WO PCT/EP2010/007327 patent/WO2011066973A1/fr active Application Filing
Patent Citations (5)
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 |
NL6612923A (fr) | 1965-12-02 | 1967-06-05 | ||
EP1627956A1 (fr) | 2004-08-16 | 2006-02-22 | SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG | Glissière de sécurité routière |
DE202006010573U1 (de) | 2006-07-06 | 2006-09-07 | Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg | Schutzplankenstrang aus Stahl |
EP2088246A2 (fr) | 2008-02-05 | 2009-08-12 | Juan Maria Uriarte Gonzalez | Bras d'ancrage pour un système de protection de motocyclistes applicable à des barrières de sécurité à deux ondes |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011055959A1 (de) | 2011-12-02 | 2013-06-06 | Heintzmann Sicherheitssysteme Gmbh & Co. Kg | Fahrzeugrückhaltesystem |
DE102011055960A1 (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 |
EP2952630A1 (fr) | 2014-06-04 | 2015-12-09 | SGGT Strassenausstattungen GmbH | Système de retenue de véhicule |
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 |
Also Published As
Publication number | Publication date |
---|---|
EP2333159B1 (fr) | 2012-04-18 |
WO2011066973A1 (fr) | 2011-06-09 |
ES2384448T3 (es) | 2012-07-05 |
ATE554231T1 (de) | 2012-05-15 |
DK2333159T3 (da) | 2012-07-09 |
PL2333159T3 (pl) | 2012-08-31 |
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