EP1391558A1 - Barrière de sécurité pour voies de circulation de véhicules, comprenant des écarteurs déformables - Google Patents
Barrière de sécurité pour voies de circulation de véhicules, comprenant des écarteurs déformables Download PDFInfo
- Publication number
- EP1391558A1 EP1391558A1 EP03292044A EP03292044A EP1391558A1 EP 1391558 A1 EP1391558 A1 EP 1391558A1 EP 03292044 A EP03292044 A EP 03292044A EP 03292044 A EP03292044 A EP 03292044A EP 1391558 A1 EP1391558 A1 EP 1391558A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- parts
- safety barrier
- rigid
- spacer
- vertical
- 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
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
- E01F15/0438—Spacers between rails and posts, e.g. energy-absorbing means
Definitions
- Safety barriers placed along the tracks traffic of vehicles aim to stop a vehicle accidentally striking the barrier, accompanying the movement of the vehicle and guiding it along a controlled trajectory, ideally, the accident vehicle slides along the safety barrier and stops along it, without any elastic return effect towards the traffic way.
- a safety barrier consists of at least minus a horizontal continuous element called smooth, maintained at a height which is determined by the optimal functioning of the barrier, on supports vertical by a calibrated bolt to give way during a violent impact and says, for this reason "fuse bolt”.
- a part called “spacer” is interposed between the arm and each vertical upright. The essential role of spreaders is to prevent the wheels of crashed vehicles from hitting vertical uprights, by deflecting the stringer forwards with respect to these vertical uprights.
- safety barriers such as a continuous profiled low concrete wall “Separator” or metal barriers comprising at least one stringer horizontal metal.
- Concrete walls are very dangerous for vehicles light because they constitute a real totally inert obstacle, forming a stopper and are incapable of absorbing a shock while ensuring the safety of people.
- spacers used to spare between the boom and the uprights enough space for the wheels of a vehicle accident never encounter a vertical post, regardless of the strength of the shock.
- the present invention deviates completely from the solutions known and proposes a solution according to which the spacers play a double role of shock absorber thanks to at least one deformable part, and a role maintaining the beam at a minimum distance from the vertical supports at any impact stage where the arm is still attached to these supports, thanks to a non-deformable part in the form of a box.
- the invention relates to a safety barrier intended to be placed along a vehicle traffic lane, which is formed of several juxtaposed elements, namely at least one stringer horizontal located on the side of the taxiway, vertical supports stuck in the ground behind the arm and intended to give way in the event of a violent shock and spacers (3) interposed between the arm (B) and the vertical supports (1), barrier which constitutes a restraint system for damaged vehicles, and to this end generally having a certain value of resistance to impact by deflection not elastic.
- each spacer (3) has at least two parts of particular structures as characterized in claim 1.
- a safety barrier according to the invention is formed a horizontal beam B formed of metal profiles and subject to vertical uprights 1 via spacers 3.
- part or deformable
- rigid part the zones of deformation and resistance.
- parts may include one or more elements respectively flexible and rigid.
- each spacer 3 is composed of a deformable element 31 which constitutes the flexible part of the spacer 3 and of a very slightly deformable element 32 which constitutes the rigid part, here in the form of a box comprising two faces transverse 32a and two lateral faces 32b.
- the box 32 therefore has, a tubular shape with a square section.
- This element 32 is fixed by a bolt A to the corresponding vertical upright 1 and by welds S to the element deformable 31.
- Element 31 is made of a resistant material but deformable such as galvanized steel. It has an L-shaped section, namely a horizontal plate 31a and a vertical front wall 31b secured to the beam B. Consequently, the element 31 forms an arm supporting the heald B above the floor and away from the vertical post 1.
- the deformable arm 31 and the box 32 are made integral from each other by any known means and in particular by an S weld.
- the barrier shown in Figures 2 to 6 is provided spacers 3 made up of two parts 40 and 50 substantially in a U shape with two wings 41-42 and 51-52 and a core 43 and 53, nested partially one inside the other, perpendicularly, so as to form in the overlap zone Zr a rigid box 33 delimited by the four faces 41, 42, 51 and 52 of said parts 40 and 50 united by any known means.
- One of U-shaped pieces 40 is subject to the vertical upright 1 by means of a bolt A, the other 50 being fixed to the beam B by any known means such as bolts.
- the overlapping of the parts 40 and 50 in one another determines three zones: the overlapping zone Zr of the two parts 40 and 50 delimited vertically by the wings 51 and 52 of the piece 50, and horizontally by the wings 41 and 42 of the piece 40, and two zones Zd 1 delimited by the wings 41, 42 and the core 43 of the piece 40, and Zd 2 delimited by the wings 51, 52 and l soul 53 of room 50.
- the spacer 3 therefore only consists of two faces of the same orientation (horizontal or vertical) substantially perpendicular to the deformation plane P, this plane being defined as the mean plane of the heddle B during of his pose.
- the spacer 3 is composed of four faces 41, 42, 51 and 52 perpendicular two by two. These faces 41, 42, 51 and 52 of the two U-shaped parts 40 and 50 are joined to one another by welds S.
- each face has a resistance maximum at deformation, the association of the faces of the casing participating in to her the rigidity of the undeformable box.
- zones Zd 1 and Zd 2 constitute the flexible deformable part of the spacer 3 and the zone Zr constitutes the rigid part with very little deformation of the spacer 3.
- Figure 5 shows the deformation of part Zd 2 .
- the arm B fully transmits the force of the impact to part Zd 2 .
- the faces 51 and 52 fold so that the core 53 is pushed in the immediate vicinity or against the box 33 forming the zone Zr.
- the distance D1 therefore decreased and became D2.
- the faces 51 and 52 absorbed part of the impact energy.
- FIG. 6 shows the deformation of the Zd 1 part in combination with the deformation of the Zd 2 part.
- the rigid box 33 does not deform and fully transmits the force it receives. If this force is sufficient, the sides 41 and 42 fold so that the box 33 is pushed close immediately or against post 1. The distance D2 decreased and became D3.
- the two deformations can take place simultaneously or one before the other without priority. This may depend on the angle of the shock, its strength and its intensity.
- the deformations represented in FIGS. 5 and 6 are arbitrary and do not serve only to illustrate the general phenomenon.
- the vertical uprights 1 used can be more resistant than the standard amounts usually used to allow optimal deformation of the spacer 3.
- the difference in resistance can be obtained either by increasing the section of the vertical supports in length and / or in width of the uprights 1, either by increasing the thickness of the material itself, or using a more resistant material than that commonly used.
- vertical steel studs usually used have a length section of one hundred or one hundred and twenty five millimeters.
- the vertical uprights 1 used with a barrier according to the invention can have a section of one hundred and forty millimeters in length.
- a device which deforms before the vertical uprights 1. These must then be less deformable than the faces 41, 42, 51 and 52 delimiting the zones Zd 1 and Zd 2 and more deformable than the box 33.
- the rigid part (the box 33) formed to begin to deform well after the amount 1, exercises a push strong enough for the upright 1 to bend and the bolt A break, which is its normal role.
- This rigid part of the spacer 3 is equivalent to a standard type retractor, which is why we can qualify as “undeformable” or “rigid”.
- the retractor 3 plays a shock absorption role thanks to the deformable zones Zd 1 and Zd 2 and retains by its rigid part in a non-deformable box 33 its primary role which is to prevent the wheels of accidented vehicles from encountering the uprights.
- vertical 1 the deformable zones Zd 1 and Zd 2 and retains by its rigid part in a non-deformable box 33 its primary role which is to prevent the wheels of accidented vehicles from encountering the uprights.
- spacers 3 and their intrinsic deformability reduce the barrier length required to stop the accident vehicle, further reducing the number of elements to be replaced or repaired, i.e. lowering the maintenance cost of the barrier according to the invention.
- This width is the distance between the normal position of the safety barrier boom B and the rear position maximum, relative to the taxiway, that this rail B can reach in the event of a violent shock.
- the faces 41, 42, 51 and 52 of the deformable zones Zd 1 and Zd 2 are profiled so that a preferential deformation is determined. It may for example be a fold favoring folding either towards the outside of the retractor, or towards the inside.
- Figure 7 shows a spacer according to the invention consisting of four vertical faces 71, 72, 73 and 74 parallel in pairs, thus determining a rectangular parallelepiped whose two horizontal faces are absent.
- the face 73 is fixed to the arm B (not shown) and the face 74 is fixed to the vertical upright 1.
- Two horizontal reinforcements 76 are fixed either by welds S, or by any other known means, to the vertical faces 71 and 72. The presence of these reinforcements 76 allows the creation of a rigid zone Zr interposed between two flexible deformable zones Zd 1 and Zd 2 .
- the rigidity of the zone Zr is ensured by the fact that the four faces are perpendicular to the plane of deformation P, that is to say parallel to the direction of deformation.
- Figure 8 shows another embodiment of the invention where the spacer 3 consists of two parts 81 and 82 fixed to each other by any known means.
- Part 81 is a very slightly deformable box, four of which faces are perpendicular to the deformation plane P.
- the deformable part 82 includes polyhedra 823-824, 825-826 whose edges P1 and P2 constitute pre-folding lines determining a preferred direction of deformation.
- the face 821 is intended to be fixed to a rail B (not shown) and the face 822 is fixed to box 81.
- edges P1 and P2 thus make it possible, in the event of an impact, to check the deformation of the flexible part 82 and make sure that the face 821 will be pushed substantially against face 822 by absorbing part of the shock.
- FIG. 9 shows a variant of the retractor of FIG. 8.
- a very slightly deformable part 91 four faces of which are perpendicular to the deformation plane, is located inside a deformable part 92 having the same structure as the deformable part 82 of the previous figure.
- the face 921 of the part 92 is pushed towards the edges of the faces 911, 912, 913 and 914 which allows part or all of the shock to be absorbed by the part Zd 3 of the part 92 forming the flexible part of the spacer.
- the face 921 When the shock is very strong, the face 921 is supported on the edges of the faces 911, 912, 913 and 914 and transmits the force of the shock to the box 91 which itself transmits the force to the vertical upright 1 which bends, thus breaking bolt A (not shown). Then the barrier plays its normal role of strap.
- Figure 10 shows a spacer according to the invention comprising a flexible part, a rigid part and at least one element, the resistance is calibrated to break as a priority in the event of an impact.
- the rigid part Zr 1 of the spacer 3 of FIG. 10 consists of two parts 101 and 102, each in the shape of a box with very little deformation, of the parallelepipedic box type closed by six faces, with rounded tops and four faces perpendicular to the deformation plane.
- the deformable part of the spacer is formed of a part 103 having lines of weakness P3 and P4 determining a direction of preferential deformation.
- Boxes 101 and 102 are made integral with each other by two breakable welds S '(unlike the welds S in Figures 2, 4, 5 and 6 which are calculated to have a higher impact resistance to that of the vertical uprights 1).
- the set has a length of manufacturing D4.
- the impact resistance of the spacer 3 is the sum of the resistance of the welds S 'and the resistance to deformation of the part 103.
- each spacer is individual for each vertical support, but we can also provide a particular structure of a safety barrier according to the invention having segments which have continuous spacers according to a length at least equal to the distance between two vertical supports.
- Figure 12 shows a security barrier of which only one of the U-shaped pieces 120 of the spacers 3 is continuous between two supports vertical 1.
- the other U-shaped pieces 122 of the spacers 3 are punctual and located to the right of each vertical support (1) as well as, where applicable, as in the nonlimiting example illustrated, between the vertical supports 1.
- each spacer includes a part of variable thickness, thus presenting uneven impact resistance values distributed from a lower limit forming the flexible part, and an upper limit forming the rigid part.
- the spacer 3 can be designed in a single piece comprising zones of uniform but different thickness between each zone. In this case, the deformation is done in successive stages, each stage corresponding to the deformation of a zone of the spacer 3.
- Uneven impact strength values may be also obtained by using for the realization of the different parts of materials of different nature.
- Another application of a retractor according to the invention is the protection of specific obstacles such as trees or electricity pylons located in the operating area of the safety barrier.
- This kind of obstacle can be located at very distant barrier variables. They constitute a significant danger for a vehicle which would strike the barrier a little upstream or at the level of the obstacle.
- the arm plays the role of a strap to stop the vehicle gradually damaged, over a certain length of boom.
- this disturbs the “harmonious” deformation of the stringer that has become flexible by its strap effect by limiting the extent and regularity of its race.
- the obstacle is then protruding in the strap which loses its role of shock absorber since it can no longer accompany the movement of the vehicle which dangerously strikes the obstacle.
- Figure 13 shows a safety barrier similar to that shown in Figure 12 from above. This figure shows the barrier to the initial state, that is to say intact, before a shock. The barrier is located between the track traffic and an obstacle R.
- This barrier therefore has a structure similar to the spacer shown in Figures 2 to 6, i.e. a U-shaped part continues 120 between two supports and specific U-shaped pieces 122 on the right and between the supports (four pieces between two supports in the example illustrated).
- the continuous U-shaped part 120 is not definitively undeformable in the strict sense of the term, it is chosen in thickness and constitution such that it can only deform after rupture of the supports vertical.
- the only truly non-deformable parts are the parts Zr 2 (FIG. 12) common to parts 120 and 122 and having two horizontal walls and two vertical walls, the horizontal walls being parallel and the vertical walls being substantially parallel to the direction of the shock (or perpendicular to the deformation plane).
- the parts of the parts 122 which do not form a part common to the parts 120 defines the flexible part 121 of the barrier.
- Figure 14 shows the previous barrier after a weak shock, or at the start of a violent shock.
- the safety barrier comprises at least one longitudinal reinforcement 140 which is located opposite the traffic lane with respect to the rail B and which is located at a point on the barrier where there is a protruding obstacle R such as a tree, part of a concrete structure, and the like.
- Reinforcement 140 is formed of a rigid part 141 and a flexible part 142, the reinforcement being held by the supports by means of the arm B.
- the flexible part 142 is made up of several punctual U-shaped parts 143 while the rigid part 141 consists only of a very slightly continuous U-shaped part deformable 144.
- the common parts between the U-shaped part 144 and the parts 143 form non-deformable boxes as described above, in particular with reference to Figures 2, 4, 9 or 12.
- the example shown shows a reinforcement consisting of a rigid part and of a flexible part of the same nature and of the same structure as the part rigid and the flexible part of the individual spacers 3 of the barrier.
- Figure 16 shows the initial state of the safety barrier, i.e. in its normal state before a shock.
- the 3 individual spacers are consist of a rigid part formed by a point U-shaped part 144 and a flexible part consisting of a U-shaped piece 143.
- Figure 17 shows the barrier after a weak shock, or at the start of a major shock.
- the retractors 3 have played their role as absorbers of energy since their flexible part 143 is crushed against their rigid part 144. This fully transmitted the impact energy to the vertical upright 1 to which it was fixed by a bolt A (not visible) while maintaining a minimum distance between beam B and vertical upright 1 (which is the role retractor).
- Figure 18 illustrates the state of the safety barrier in Figure 15 when the impact energy has not yet been fully absorbed.
- the continuous rigid U-shaped part 144 of the reinforcement 140 comes into contact with the obstacle R and builds on him.
- the flexible U-shaped parts 143 located between the part rigid 144 and the arm B crash against the rigid part 144 in shock absorbing.
- the rigidity of the part 144 makes it possible on the one hand to avoid that the obstacle does not become protruding in the strap formed by the beam B, and other share to guide the vehicle downstream of the boom where there is no obstacle to that the movement of the vehicle is accompanied by the arm and that it is stopped.
- the common parts between the continuous rigid U-shaped part and the punctual U-shaped pieces constitute non-deformable boxes making it possible to transmit the residual energy of the shock (i.e. energy which has not been absorbed by the deformation of the deformable part) to the vertical supports thus maintaining a minimum distance between the boom and the vertical supports.
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)
- Tents Or Canopies (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
- Automotive Seat Belt Assembly (AREA)
Abstract
Description
- la figure 1, une vue schématique en coupe de profil d'une barrière de sécurité munie d'écarteurs conformes à l'invention ;
- la figure 2, une vue schématique en coupe de profil d'une barrière de sécurité conforme à l'invention, selon un autre mode de réalisation ;
- la figure 3, une vue schématique vue de dessus de la barrière de sécurité de la figure 2 ;
- la figure 4, une vue schématique en perspective, vue de l'avant, de la barrière de sécurité de la figure 2;
- les figures 5 et 6, des vues schématiques en perspective, vue de l'avant, de la barrière de sécurité de la figure 4, illustrant ses déformations possibles respectivement après un faible choc et après un choc plus important ;
- les figures 7 à 9, des vues schématiques en perspective, vue de l'avant, d'une barrière de sécurité conforme à l'invention, selon plusieurs variantes différentes ;
- les figures 10 et 11, des vues schématiques en coupe de profil d'une barrière de sécurité conforme à l'invention dont les écarteurs sont munis d'éléments à flexion préférentielle, lors de la déformation des écarteurs ;
- la figure 12, une vue schématique en perspective, vue de l'avant, d'une barrière de sécurité conforme à l'invention dont la partie rigide des écarteurs est commune à deux montants verticaux ;
- les figures 13 à 15, des vues schématiques, vue de dessus, de la barrière de sécurité de la figure 12 située entre la voie de circulation est un obstacle ponctuel, illustrant ses déformations possibles respectivement après un faible choc et après un choc plus important ; et
- les figures 16 à 18 sont des vues schématiques, vue de dessus, d'une barrière de sécurité conforme à l'invention munie d'un renfort longitudinal situé entre la lisse et un obstacle ponctuel, illustrant ses déformations possibles respectivement après un faible choc et après un choc plus important.
- soit la partie flexible 31 de chaque écarteur 3 est située à l'avant et porte la lisse B et la partie rigide 32 est située à l'arrière et fixée au montant vertical 1 par l'intermédiaire d'un boulon A ;
- soit c'est l'inverse, la partie rigide 32 de chaque écarteur 3 est située à l'avant et porte la lisse B et la partie flexible 31 est située à l'arrière et fixée au montant vertical 1 par l'intermédiaire d'un boulon A.
Claims (15)
- Barrière de sécurité destinée à être disposée le long d'une voie de circulation de véhicules, qui est formée de plusieurs éléments juxtaposés, à savoir au moins une lisse horizontale (B) située du côté de la voie de circulation, des supports verticaux (1) fichés en terre derrière la lisse (B) et destinés à céder en cas de choc violent et des écarteurs (3) intercalés entre la lisse (B) et les supports verticaux (1), barrière qui constitue un dispositif de retenue de véhicules accidentés, et à cette fin ayant globalement une certaine valeur de résistance au choc par fléchissement non élastique, caractérisée en ce que chaque écarteur (3) présente au moins deux parties de structures différentes, afin de présenter au moins deux valeurs de résistance au choc inégales, une partie qui a la valeur de résistance la plus faible dite « partie flexible » (31, Zd1, Zd2, Zd, Zd3, 82, 92, 103, 121, 143) et une partie qui a la valeur de résistance la plus forte dite « partie rigide » (32, Zr, 81, 91, Zr2 , Zr3, 144) étant situées l'une derrière l'autre par rapport à la face arrière de la lisse (B), la partie flexible étant calibrée pour se déformer en premier sous l'effet d'un choc et la partie rigide étant formée de quatre faces sensiblement perpendiculaires au plan de déformation (P) pour maintenir la/les lisse(s) écartée(s) des supports verticaux et transmettre intégralement l'énergie du choc aux supports verticaux pour que ceux ci se déforment avant la partie rigide.
- Barrière de sécurité selon la revendication 1 dans laquelle chaque écarteur (3) est composé d'au moins deux pièces (40 et 50) substantiellement en U présentant deux ailes (41-42 et 51-52) et une âme (43 et 53), imbriquées partiellement l'une dans l'autre, perpendiculairement, de façon à former dans la zone de recouvrement (Zr) un caisson rigide (33) délimité par les quatre faces (41, 42, 51 et 52) desdites pièces (40 et 50) unies par tout moyen connu, l'une des pièces en U (40) devant être assujettie au montant vertical (1) par l'intermédiaire d'un boulon (A), l'autre (50) devant être fixée à la lisse (B) par tout moyen connu.
- Barrière de sécurité selon la revendication 4 dans laquelle la partie des faces (41, 42, 51 et 52) des deux pièces en U (40 et 50) formant la zone de recouvrement (Zr) sont unies les unes aux autres par des soudures (S).
- Barrière de sécurité selon l'une quelconque des revendications précédentes dans laquelle chaque écarteur (3) est individuel pour chaque support vertical (1).
- Barrière de sécurité selon l'une quelconque des revendications précédentes présentant des segments qui possèdent des écarteurs (3) continus selon une longueur au moins égale à la distance qui sépare deux supports verticaux (1).
- Barrière de sécurité selon la revendication 5 dans laquelle seule l'une des pièces en U (120) de certains au moins des écarteurs (3) est continue, les autres pièces en U (121) de ces écarteurs (3) étant ponctuelles et situées au droit de chaque support vertical (1) ainsi que, le cas échéant en plus, entre les supports verticaux (1).
- Barrière de sécurité selon l'une quelconque des revendications précédentes dans laquelle la partie flexible (31, Zd, Zd3, 82, 92, 103, 121, 143) de chaque écarteur (3) est située à l'avant et porte la lisse (B), et la partie rigide (32, Zr, 81, 91, Zr2, 144) est située à l'arrière et fixée au montant vertical (1) par l'intermédiaire d'un boulon (A).
- Barrière de sécurité selon l'une quelconque des revendications précédentes dans laquelle la partie rigide (32, Zr, 81, 91, 101, 102, 120, 144) de chaque écarteur (3) est située à l'avant et porte la lisse (B) et la partie flexible (31, Zd, 82, 92, 103, 121, 143) est située à l'arrière et fixée au montant vertical (1) par l'intermédiaire d'un boulon (A).
- Barrière de sécurité selon la revendication 1, dans laquelle chaque écarteur (3) comprend au moins une partie rigide (Zr) et au moins deux parties flexibles (Zd1, Zd2) alternées.
- Barrière de sécurité selon la revendication 1 dans laquelle chaque écarteur (3) comprend au moins une partie flexible et au moins deux parties rigides.
- Barrière de sécurité selon l'une quelconque des revendications précédentes dans laquelle la partie déformable (103) présente des lignes d'affaiblissement (P3, P4) déterminant une direction de déformation préférentielle.
- Barrière de sécurité selon la revendication 1 dans laquelle l'écarteur (3) comprend une partie flexible (103), une partie rigide (101, 102) et au moins un élément (S') dont la résistance est calibrée pour casser prioritairement en cas de choc.
- Barrière de sécurité selon l'une quelconque des revendications précédentes dans laquelle les pièces composant les parties flexibles et rigides sont constituées de matériaux de nature différente ayant des valeurs de résistance au choc inégales.
- Barrière de sécurité selon la revendication 1, dans laquelle l'une des pièces en U (120) des écarteurs (3) est continue entre deux supports verticaux successifs (1), les autres pièces en U (122) des écarteurs étant ponctuelles au droit de chaque support (1) et éventuellement entre les supports (1).
- Barrière de sécurité selon la revendication 14 comprenant au moins un renfort longitudinal (140) qui est situé à l'opposé de la voie de circulation par rapport à la lisse (B) et qui est disposé à un endroit de la barrière où se trouve un obstacle saillant (R) tel qu'un arbre, une partie d'ouvrage en béton, ou équivalent, dans laquelle le renfort est constitué d'une partie rigide (141) et d'une partie flexible (142), le renfort étant maintenu entre deux supports (1) par la lisse (B) fixée à ces supports par des écarteurs (3) selon l'une quelconque des revendications précédentes, et dans laquelle la partie flexible (142) est constituée de pièces ponctuelles en U déformables (143) alors que la partie rigide (141) est constituée d'une pièce continue en U très peu déformable (144), les parties communes entre la pièce continue en U (144) et les pièces ponctuelles en U (143) formant des caissons indéformables.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200331417T SI1391558T1 (sl) | 2002-08-20 | 2003-08-19 | Varnostna ograja za prometne poti za vozila, obsegajoča deformabilne distančnike |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0210419 | 2002-08-20 | ||
FR0210419A FR2843762B1 (fr) | 2002-08-20 | 2002-08-20 | Barriere de securite pour voies de circulation de vehicules, comprenant des ecarteurs deformables |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1391558A1 true EP1391558A1 (fr) | 2004-02-25 |
EP1391558B1 EP1391558B1 (fr) | 2008-08-06 |
Family
ID=30776049
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP03292044A Expired - Lifetime EP1391558B1 (fr) | 2002-08-20 | 2003-08-19 | Barrière de sécurité pour voies de circulation de véhicules, comprenant des écarteurs déformables |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP1391558B1 (fr) |
AT (1) | ATE403778T1 (fr) |
DE (1) | DE60322638D1 (fr) |
DK (1) | DK1391558T3 (fr) |
ES (1) | ES2310231T3 (fr) |
FR (1) | FR2843762B1 (fr) |
PT (1) | PT1391558E (fr) |
SI (1) | SI1391558T1 (fr) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2238199A1 (es) * | 2005-04-07 | 2005-08-16 | Hierros Y Aplanaciones, S.A. (Hiasa) | Dispositivo separador deformable para barrera de seguridad carretera para impacto de vehiculos de los utilizados entre un elemento vertical de sujecion-soporte o poste y un elemento horizontal de impacto o baranda. |
EP1640504A1 (fr) * | 2004-09-27 | 2006-03-29 | Volkmann & Rossbach GmbH & Co. KG | Disposition de barrière routière |
EP1659223A1 (fr) | 2004-09-27 | 2006-05-24 | Volkmann & Rossbach GmbH & Co. KG | Disposition de barrière routière |
ES2270740A1 (es) * | 2004-08-04 | 2007-04-01 | Hierros Y Aplanaciones, S.A. (Hiasa) | Mejoras introducidas en la patente de invencion p 200401947 por sistema de contencion de impactos laterales de vehiculos, con alta capacidad de contencion y absorcion energetica. |
EP1847648A1 (fr) * | 2006-04-21 | 2007-10-24 | Profil R (Société par Actions Simplifiée) | Ecarteur de longrine de glissière de sécurité et son utilisation |
WO2008053054A1 (fr) * | 2006-10-31 | 2008-05-08 | Hierros Y Aplanaciones, S.A. (Hiasa) | Améliorations introduites dans la demande de brevet internationale n0200401947 'système d'amortissement d'impacts latéraux de véhicules, présentant une capacite élevée d'amortissement et d'absorption d'énergie' |
EP2148008A3 (fr) * | 2008-07-22 | 2012-05-02 | Studiengesellschaft für Stahlschutzplanken e.V. | Dispositif de glissière de sécurité |
ES2397894R1 (es) * | 2011-04-20 | 2013-03-26 | Uriarte Juan Jose Maria Gonzalez | Amortiguador elastoplastico para sistemas de contencion de vehiculos y sistema de contencion que lo incluye |
US20180282957A1 (en) * | 2015-04-02 | 2018-10-04 | Arcelormittal | Spacer for Road Safety Barrier |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2911351B1 (fr) | 2007-01-15 | 2012-11-16 | Sec Envel | Barriere de securite pour voies de circulation, procede d'installation et procede d'absorption de chocs contre une telle barriere |
GB2511030B (en) * | 2012-12-20 | 2020-07-15 | Varley And Gulliver Ltd | Crash barrier bracket. |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7106318U (de) * | 1971-05-27 | Hch Bertrams Ag | Abstandhalter fur Stahlleitplanken | |
GB2156884A (en) * | 1984-04-13 | 1985-10-16 | Vincent Michael Demarest | Vehicle crash barriers |
EP0452205A2 (fr) * | 1990-04-10 | 1991-10-16 | Les Profiles Du Centre S.A. | Dispositif de sécurité routière à deux glissières pour retenir les véhicules sur une route à chaussées séparées |
EP0655534A1 (fr) * | 1993-11-26 | 1995-05-31 | Autostrade Concessioni E Costruzioni Autostrade S.P.A. | Amortisseur de choc montant pour rails de sécurité |
DE19601377A1 (de) * | 1996-01-16 | 1997-07-17 | Studiengesellschaft Fuer Stahl | Schutzplankenanordnung |
-
2002
- 2002-08-20 FR FR0210419A patent/FR2843762B1/fr not_active Expired - Fee Related
-
2003
- 2003-08-19 PT PT03292044T patent/PT1391558E/pt unknown
- 2003-08-19 AT AT03292044T patent/ATE403778T1/de not_active IP Right Cessation
- 2003-08-19 DK DK03292044T patent/DK1391558T3/da active
- 2003-08-19 EP EP03292044A patent/EP1391558B1/fr not_active Expired - Lifetime
- 2003-08-19 DE DE60322638T patent/DE60322638D1/de not_active Expired - Lifetime
- 2003-08-19 ES ES03292044T patent/ES2310231T3/es not_active Expired - Lifetime
- 2003-08-19 SI SI200331417T patent/SI1391558T1/sl unknown
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7106318U (de) * | 1971-05-27 | Hch Bertrams Ag | Abstandhalter fur Stahlleitplanken | |
GB2156884A (en) * | 1984-04-13 | 1985-10-16 | Vincent Michael Demarest | Vehicle crash barriers |
EP0452205A2 (fr) * | 1990-04-10 | 1991-10-16 | Les Profiles Du Centre S.A. | Dispositif de sécurité routière à deux glissières pour retenir les véhicules sur une route à chaussées séparées |
EP0655534A1 (fr) * | 1993-11-26 | 1995-05-31 | Autostrade Concessioni E Costruzioni Autostrade S.P.A. | Amortisseur de choc montant pour rails de sécurité |
DE19601377A1 (de) * | 1996-01-16 | 1997-07-17 | Studiengesellschaft Fuer Stahl | Schutzplankenanordnung |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2270740A1 (es) * | 2004-08-04 | 2007-04-01 | Hierros Y Aplanaciones, S.A. (Hiasa) | Mejoras introducidas en la patente de invencion p 200401947 por sistema de contencion de impactos laterales de vehiculos, con alta capacidad de contencion y absorcion energetica. |
EP1640504A1 (fr) * | 2004-09-27 | 2006-03-29 | Volkmann & Rossbach GmbH & Co. KG | Disposition de barrière routière |
EP1659223A1 (fr) | 2004-09-27 | 2006-05-24 | Volkmann & Rossbach GmbH & Co. KG | Disposition de barrière routière |
ES2238199A1 (es) * | 2005-04-07 | 2005-08-16 | Hierros Y Aplanaciones, S.A. (Hiasa) | Dispositivo separador deformable para barrera de seguridad carretera para impacto de vehiculos de los utilizados entre un elemento vertical de sujecion-soporte o poste y un elemento horizontal de impacto o baranda. |
WO2006106159A1 (fr) * | 2005-04-07 | 2006-10-12 | Hierros Y Aplanaciones, S.A. | Dispositif de separation deformable pour barriere de securite routiere du type utilise entre un element vertical de soutien-support ou montant et un element horizontal d'impact ou rampe |
EP1847648A1 (fr) * | 2006-04-21 | 2007-10-24 | Profil R (Société par Actions Simplifiée) | Ecarteur de longrine de glissière de sécurité et son utilisation |
FR2900166A1 (fr) * | 2006-04-21 | 2007-10-26 | Profil R Soc Par Actions Simpl | Ecarteur de longrine de glissiere de securite et son utilisation |
WO2008053054A1 (fr) * | 2006-10-31 | 2008-05-08 | Hierros Y Aplanaciones, S.A. (Hiasa) | Améliorations introduites dans la demande de brevet internationale n0200401947 'système d'amortissement d'impacts latéraux de véhicules, présentant une capacite élevée d'amortissement et d'absorption d'énergie' |
EP2148008A3 (fr) * | 2008-07-22 | 2012-05-02 | Studiengesellschaft für Stahlschutzplanken e.V. | Dispositif de glissière de sécurité |
ES2397894R1 (es) * | 2011-04-20 | 2013-03-26 | Uriarte Juan Jose Maria Gonzalez | Amortiguador elastoplastico para sistemas de contencion de vehiculos y sistema de contencion que lo incluye |
US20180282957A1 (en) * | 2015-04-02 | 2018-10-04 | Arcelormittal | Spacer for Road Safety Barrier |
US10648142B2 (en) * | 2015-04-02 | 2020-05-12 | Arcelormittal | Spacer for road safety barrier |
Also Published As
Publication number | Publication date |
---|---|
FR2843762B1 (fr) | 2011-07-29 |
EP1391558B1 (fr) | 2008-08-06 |
FR2843762A1 (fr) | 2004-02-27 |
SI1391558T1 (sl) | 2009-02-28 |
DK1391558T3 (da) | 2008-11-24 |
DE60322638D1 (de) | 2008-09-18 |
PT1391558E (pt) | 2008-10-23 |
ES2310231T3 (es) | 2009-01-01 |
ATE403778T1 (de) | 2008-08-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0802100B1 (fr) | Véhicule ferroviaire à cabinet de conduite comportant une structure absorbeuse d'énergie à déformation progressive | |
CA2364957C (fr) | Vehicule ferroviaire a cabine de conduite comportant une structure absorbeuse d'energie adaptee a une collision au-dessus du chassis du vehicule | |
EP1391558B1 (fr) | Barrière de sécurité pour voies de circulation de véhicules, comprenant des écarteurs déformables | |
EP0621416B1 (fr) | Dispositif d'amortissement de choc | |
EP0427743A1 (fr) | Amelioration relative a une glissiere a rail de securite absorbant l'energie. | |
EP3486375B1 (fr) | Système d'ancrage pour un poteau de glissière de sécurité | |
FR2694313A1 (fr) | Dispositif de protection par glissière, équipant des chaussées. | |
EP1884416A1 (fr) | Cadre de bloc avant de véhicule automobile | |
EP2532787B1 (fr) | Barrière de sécurité pour voies de circulation et procédé pour améliorer l'absorption de l'énergie d'un choc d'un véhicule léger contre une telle barrière | |
EP0999310B1 (fr) | Barrière de sécurité pour voies de circulation de véhicules, comprenant deux lisses superposées à résistance d'enfoncement différentielles | |
FR2846673A1 (fr) | Glissiere de securite routiere a double file de profiles solidarises entre eux | |
EP1533423B1 (fr) | Procédé d'absorption de chocs contre une barrière de sécurité pour voies de circulation et barrière de mise en oeuvre | |
EP0148689B1 (fr) | Glissière de protection routière adaptée aux obstacles saillants | |
EP1260948A1 (fr) | Dispositif de fixation anti-arrachement pour guichets automatiques et distributeurs automatiques de billets | |
EP0604277B1 (fr) | Dispositif de sécurité pour voies de circulation de véhicules comprenant un appui indéformable et au moins une lisse déformable continue | |
EP1496160A1 (fr) | Ecarteur pour poteau de lisse de barrière de sécurité routière ou autoroutière | |
EP1767701A1 (fr) | Procédé d'absorption de choc contre une barriere de sécurité pour voie de circulation et barriere de sécurité de mise en oeuvre | |
FR2848578A1 (fr) | Glissiere de securite a lisse large faisant ecran de protection dans sa partie basse | |
EP0620322B1 (fr) | Poteau garde-corps pour barrière de sécurité de route ou d'autoroute | |
FR2479301A1 (fr) | Bordure de protection munie d'au moins un longeron de glissiere | |
FR2698643A1 (fr) | Barrière de sécurité pour ouvrage d'art. | |
EP4294706A1 (fr) | Structure de soubassement pour véhicule automobile comprenant une pièce de renfort latéral | |
FR2893958A1 (fr) | Dispositif de protection d'extremite d'ecran de protection. | |
FR2834308A1 (fr) | Barriere de securite comprenant une lisse horizontale fixee a des supports verticaux par l'intermediaire d'ecarteurs | |
FR2701720A1 (fr) | Barrière double de sécurité autoroutière renforcée. |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK |
|
17P | Request for examination filed |
Effective date: 20040820 |
|
AKX | Designation fees paid |
Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PT RO SE SI SK TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: FRENCH |
|
REF | Corresponds to: |
Ref document number: 60322638 Country of ref document: DE Date of ref document: 20080918 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: SC4A Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20081013 |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: PD4A Owner name: SEC ENVEL, FR Effective date: 20081021 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ISLER & PEDRAZZINI AG Ref country code: CH Ref legal event code: PFA Owner name: SEC ENVEL Free format text: SEC ENVEL S.A.R.L.#18, RUE PASTEUR#77250 VENEUX LES SABLONS (FR) -TRANSFER TO- SEC ENVEL#22 RUE PIERRE MORIN#77250 MORET SUR LOING (FR) |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
RAP2 | Party data changed (patent owner data changed or rights of a patent transferred) |
Owner name: SEC ENVEL |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 |
|
REG | Reference to a national code |
Ref country code: GR Ref legal event code: EP Ref document number: 20080403013 Country of ref document: GR |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2310231 Country of ref document: ES Kind code of ref document: T3 |
|
NLT2 | Nl: modifications (of names), taken from the european patent patent bulletin |
Owner name: SEC ENVEL Effective date: 20081112 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 |
|
NLT1 | Nl: modifications of names registered in virtue of documents presented to the patent office pursuant to art. 16 a, paragraph 1 |
Owner name: SEC ENVEL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20081106 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20090507 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20090826 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20090827 Year of fee payment: 7 Ref country code: NL Payment date: 20090814 Year of fee payment: 7 Ref country code: PT Payment date: 20090811 Year of fee payment: 7 Ref country code: SE Payment date: 20090820 Year of fee payment: 7 Ref country code: SI Payment date: 20090811 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CY Payment date: 20090818 Year of fee payment: 7 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GR Payment date: 20090825 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090207 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20080819 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20080806 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20100824 Year of fee payment: 8 Ref country code: IE Payment date: 20100820 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20100727 Year of fee payment: 8 Ref country code: IT Payment date: 20100823 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20100809 Year of fee payment: 8 |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: MM4A Free format text: LAPSE DUE TO NON-PAYMENT OF FEES Effective date: 20110221 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: V1 Effective date: 20110301 |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: EBP |
|
EUG | Se: european patent has lapsed | ||
REG | Reference to a national code |
Ref country code: SI Ref legal event code: KO00 Effective date: 20110330 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100819 Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100819 Ref country code: PT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110221 Ref country code: SI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100820 Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110302 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20110225 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20110819 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110831 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110831 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110819 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 60322638 Country of ref document: DE Effective date: 20120301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110819 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110819 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20100820 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20130606 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110820 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20140820 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 13 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 14 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 15 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150831 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20170718 Year of fee payment: 15 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180831 |