EP2431527B1 - Kanaltrennelement und/oder Straßenbebakung und Kanaltrennungsbarriere - Google Patents

Kanaltrennelement und/oder Straßenbebakung und Kanaltrennungsbarriere Download PDF

Info

Publication number
EP2431527B1
EP2431527B1 EP11290423.0A EP11290423A EP2431527B1 EP 2431527 B1 EP2431527 B1 EP 2431527B1 EP 11290423 A EP11290423 A EP 11290423A EP 2431527 B1 EP2431527 B1 EP 2431527B1
Authority
EP
European Patent Office
Prior art keywords
lane
separating element
base
foot
separating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP11290423.0A
Other languages
English (en)
French (fr)
Other versions
EP2431527A1 (de
Inventor
Claude Girod
Régis Martenat
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.)
Signaux Girod SA
Original Assignee
Signaux Girod SA
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 Signaux Girod SA filed Critical Signaux Girod SA
Publication of EP2431527A1 publication Critical patent/EP2431527A1/de
Application granted granted Critical
Publication of EP2431527B1 publication Critical patent/EP2431527B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
    • E01F13/02—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions free-standing; portable, e.g. for guarding open manholes ; Portable signs or signals specially adapted for fitting to portable barriers
    • 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
    • E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/086—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using plastic, rubber or synthetic materials

Definitions

  • the present invention relates to a temporary and transportable lane and / or roadway lane separator element intended to be connected to at least one similar to form in particular a lane separation barrier.
  • the invention also relates to a channel separation barrier obtained by means of channel separating elements.
  • track separating elements are widespread in the field of public works, for example to carry out pavement repair operations.
  • Many types of track separating elements are already known, ranging from prestressed concrete separating elements, constituting extremely heavy and resistant barriers, to much lighter, transportable and sometimes stackable separating elements. These include, in general, a cavity which receives a ballast load to immobilize them on the ground and thus prevent their inadvertent movement.
  • These separator or marking elements are generally made of plastic material and said weighting load they receive is often water, sand or a load similar to sand and placed in a bag disposed in the cavity.
  • a transportable track separator element comprising a parallelepiped shaped body trapezoidal vertical section whose interior contains a cavity adapted to receive a ballast load.
  • the base of said body corresponding to the long side of the trapezoidal section is flat and forms the ground support surface of said channel separator element.
  • said channel separating element further comprises assembly means to be assembled with other similar elements, one after the other to form a separation barrier so as to preferably form an articulated connection allowing a certain pivoting horizontal between two adjacent separator elements.
  • assembly means are male-female organs able to fit into each other.
  • this separator element is certainly simple to obtain, particularly by rotational molding, and economic, but it does not allow to stack the separator elements on each other to reduce their transport volume.
  • this separator element is not very stable on the ground because of the shape of its base. Indeed, the support surface which is formed by the flat bottom of the body is not adapted to the site conditions where the separating elements are installed because the surfaces of the ground are generally not flat and irregular.
  • this type of separator elements is often relatively narrow and therefore does not have a large lateral wheelbase which makes it unstable. Another disadvantage of this type of separating element is its low wear resistance.
  • the bottom of his body serves as a ground support surface and the friction of the plastic bottom on the ground, usually rough and abrasive, causes very quickly the wear of said bottom and its weakening.
  • the body filled with the ballast load is deformed and can also be very quickly pierced which prohibits charging with water or even a bulk powdery material such as sand, under penalty of no longer guaranteeing the stability of the barrier separation and that the ballast load is discharged onto the ground.
  • the assembly means do not allow a solidarity of the separating elements between them, because the means assemblies are just nested in each other.
  • these assembly means of the male-female organs type do not allow to easily remove a single separator element of a separation barrier.
  • GB 2434595 discloses a channel separator element according to the features of the preamble of claim 1.
  • the object of the present invention is to overcome the drawbacks mentioned above and to propose a channel separator element serving not only as a marker element but also as an effective separator for forming effective separation barriers while remaining light, easy to implement. , resistant, perfectly stable whatever the nature and surface condition of the soil, easily stackable and especially transportable in economic conditions.
  • a separating element for pathways and / or temporary transportable road marking, stackable and intended to be connected at each of its ends with similar to form including a barrier separation path remarkable in that it comprises at least one globally flattened parallelepiped body curved downwards and a hollow foot extending laterally from said body, said bodies and feet each being capable of receiving a ballast load of said channel separating element.
  • said body defining at least two supports, said foot defining at least one support, said foot and said body are arranged to define three points of support and form a tripod separating element.
  • the foot is hollow and forms a pocket comprising a front opening and arranged to be filled with a ballast load.
  • the body comprises a base and a reservoir arranged to be filled with a ballast load and disposed above and in the extension of said base, the base and the reservoir being made of material.
  • the channel separator element comprises at one of the upper ends of its body a male coupling means and at the other upper end a female coupling means capable of reversibly cooperating with the means of coupling. male hooking of an adjacent lane separator element.
  • the lane separator element has areas of excess material at its ground support points.
  • the channel separator element comprises reinforcements of the imprint or rib type, in particular inside said foot.
  • the channel separator element according to the invention is preferably made of plastic material by extrusion blow molding and injection.
  • Another object of the present invention is to provide a strong and stable channel separation barrier.
  • a channel separation barrier comprising at least two channel separator elements as described above.
  • the channel separating element will be described hereinafter when used on horizontal ground. It goes without saying that the ground on which is disposed said channel separator element may also be more or less inclined, the terms vertical and / or horizontal, high and / or low will then be adapted to the inclination of said ground.
  • the channel separating element 1 comprises a body 2 in the overall shape of a downwardly curved flattened parallelepiped having two longitudinal major faces respectively forming the intrados and the extrados of said body 2.
  • the channel separating element 1 also comprises a hollow foot 3 extending laterally from the body 2 and forming a pocket comprising at least one front aperture 31 in the overall shape of an isosceles triangle crossing the main face forming the intrados of the body 2 and opening of the face forming the extrados.
  • the base 311 of the opening 31 is substantially rectilinear and its main apex 312 is rounded and positioned facing said base 311.
  • the channel separating element 1 is preferably made of injected plastic material and extruded-blown.
  • Said foot 3 comprises a bottom 32 substantially flat and generally trapezoidal shaped regular delimited by at least two side edges 321 connected at one of their ends by a small base 322 and at the other ends by the base 311 of said opening 31.
  • the foot 3 further comprises a left inclined wall 33 provided on either side of the edge of the triangular shape of the opening 31 and joining the opening 31 to the edge 322 and to the lateral edges 321 of the bottom 32.
  • Said foot 3 is positioned so that the bottom 32 is inclined relative to the main faces of the body 2 and offset from their edges.
  • the bottom 32 extends in part substantially perpendicular to the extrados of the body 2 of the channel separator element 1 and the edge 322 forms the support on the ground of said foot 3.
  • said foot 3 is suitable for receiving, if necessary and preferably, a weighting load found on the site of the site such as for example sand, water or stones.
  • the body 2 comprises a base 4 and a reservoir 5 arranged so that it is distant from the support plane delimited by said supports.
  • Said tank 5 is disposed opposite said supports relative to said base 4 and preferably disposed above and in the extension of said base 4.
  • Said tank 5 is adapted to receive a weighting load such as, for example, water, sand, or a load comparable to sand, dissociated from said base 4 that is to say without the ballast load is spread in said base 4.
  • the tank 5 is not in contact with the ground and is not likely to be pierced when the channel separator element 1 is ripped on the ground to move it and put it in place, even if said channel separator element 1 is displaced over large distances, on rough or abrasive surfaces such as bitumen or earth.
  • the base 4 further has a bottom 41 substantially horizontal and slightly curved so that only its two lower lateral ends 42 rest on the ground.
  • the base 4 is a down-curved flattened prism of vertical longitudinal section in the general shape of an isosceles triangle and comprises a recess 43 of generally triangular shape homothetic to that of the opening 31 of the foot 3 and is adapted to allow the passage of said foot 3 so that the latter passes at least partly the base 4 and thus the body 2 of the channel separator element 1, in the intrados-extxados direction, so as to form a tripod element.
  • the lateral wheelbase between the two lower lateral ends 42 of the base 4 and the edge 322 of the bottom 32 of the foot 3 as wide as possible and at least equal to 550 millimeters. Therefore, in the event of a wind perpendicular to the longitudinal face of the channel separating element 1, the stability of said channel separating element 1 is not in question.
  • the channel separator element 1 has only three independent ground supports forming an isostatic support, thus facilitating its implementation and its stability in particular on uneven and uneven ground.
  • the reservoir 5 is a down-curved flattened prism and comprises a substantially horizontal upper face 51 and a lower face 52 whose shape is complementary to that of the base 4 so that said reservoir 5 and the base 4 form the body 2 in the overall shape of curved flat parallelepiped.
  • the shape of the lower face 52 of the tank 5 allows the load of ballast contained in said tank 5 to be well distributed and in particular to have the ballast load distributed on either side of the recess 43, allowing lowering the center of gravity of the assembly to ensure good stability of the lane separator element 1.
  • the downward curved shape of the body 2 also makes it possible to lower the center of gravity of the whole of the channel separating element 1.
  • the base 4 and the tank 5 are derived from material, that is to say forming a single piece from the (or) same (s) operation (s) of manufacture, said base 4 and reservoir 5 then being preferably made by extrusion blow molding.
  • the base 4 comprises a shoulder (not shown) along the periphery of the recess 43 on its longitudinal side on the side of the intrados of the body 2 of the lane separator element 1.
  • the base 4 comprises, at the top of its recess 43, at least one tenon (not shown) of advantageously trapezoidal section.
  • the foot 3 is provided with a peripheral rim 34 along its opening 31.
  • the lower face of said peripheral rim 34 is able to bear on the shoulder of the base 4 in order to laterally position said foot 3 relative to the base 4 and therefore with respect to the body 2 and thus to constitute the channel separator element 1.
  • the foot 3 comprises at least one mortise (not shown) made at the top of its inclined wall 33 on the back of its peripheral rim 34. This mortise is adapted to cooperate with the tenon of the base 4 to snap the foot 3 into the base 4 ensuring the correct axial positioning of one relative to the other.
  • the body 2 and the foot 3 are assembled by clipping or screwing.
  • the lane separating element 1 comprises zones of excess material at its ground support points, namely the two lower longitudinal ends 42 of the base 4 and the edge 322 of the bottom 32 of the foot 3. These zones of excess material are formed during the extrusion blow molding of the body 2 and the injection of the foot 3. For the body 2, this excess material is obtained by passing the joint plane through the two lower longitudinal ends 42 of the base 4.
  • This configuration makes it possible to guarantee the resistance of the channel separator element 1 without increasing the thickness of the body 2 and the foot 3 in a homogeneous and excessive manner.
  • the optimized thickness of the channel separating element 1 makes it possible to significantly reduce its thickness. total weight and therefore facilitate its handling. Similarly, it is understood that the optimized thickness of the channel separating element 1 causes a reduction in its cost.
  • the channel separating element 1 comprises reinforcements of the fingerprint or rib type 35, in particular inside the foot 3 (shown on FIG. figure 1 ).
  • the skilled person will have no difficulty in determining the number, thickness and position of said reinforcements.
  • the figure 7 shows a front view of a stack of several channel separator elements 1 according to the invention. It is then clearly understood that the shape of said channel separating element 1 allows a very large interlocking, resulting in a high stacking density which is very advantageous for the transport of the channel separating elements 1 from a location of use to the other or to the place of storage. Indeed, at equal volume, the number of channel separator elements 1 transported is higher which allows a reduction in transport costs.
  • each channel separating element 1 comprises at the upper end of one of the vertical lateral faces of its body 2 a male coupling means 6 and, at the upper end of the other vertical lateral face of its body 2, a female attachment means 7.
  • the female attachment means 7 of a channel separator element 1 is integral with said element and adapted to cooperate reversibly with the male attachment means 6 of the lane separating element 1 adjacent to form a lane separation barrier.
  • the male coupling means 6 is advantageously a cylindrical pin 61 of substantially vertical axis disposed in a recess 62 generally quarter-circle arranged in the upper end of the body 2 opening on both sides longitudinal sides of said body 2.
  • the space of the recess 62 remaining between the pin 61 and the body 2 forms a groove 63 in the shape of a circular arc.
  • the female attachment means 7 is advantageously a latch 71 whose horizontal section is U-shaped pivotable about a substantially horizontal axis.
  • the vertical side faces of said channel separator elements 1 must be brought into contact, the latch 71 of the first channel separator element 1 is pivoted to engage it in the groove 63 of the second channel separator element 1 until said latch 71 surrounds the pin 61 of the second channel separator element 1.
  • said male and female coupling means 6 7, including the groove 63 it is understood that this mode of assembly of two adjacent channel separator elements 1 is secured while being perfectly reversible.
  • said male and female coupling means 7 are captive because they are integral with said channel separator elements 1.
  • this type of male and female coupling means 7 can easily remove a only lane separator element 1 of a lane separation barrier without having to intervene on the adjacent elements.
  • the foot 3 of the channel separator element 1 can easily be partially relieved by draining said foot 3 to facilitate its handling. For this, it is sufficient to tilt said channel separator element 1, without having to return it entirely.
  • channel separating elements 1 may comprise self-reflecting elements (not shown) such as elements with retro-reflective effect.
  • channel separator element 1 is preferably made of plastic material by extrusion blow molding and injection which is a very interesting solution for a large element. These two methods also allow good manufacturing accuracy.
  • the channel separating element 1 according to the invention can advantageously be installed on any type of construction site areas of public works and civil engineering.
  • the structure of the lane separating element 1 according to the invention is light and simple construction, and that the transition from the normal condition of use to the stacking mode is particularly simple and fast , while ensuring a remarkable stability of the channel separating element 1 in normal use condition.
  • channel separator element 1 according to the invention which has just been described is only one of the particular illustrations, in no way limiting the invention.

Landscapes

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

Claims (15)

  1. Element zur Spurtrennung (1) und/oder zeitweiligen und tragbaren, stapelbaren Straßenmarkierung, die dazu gedacht ist, mit mindestens einem ähnlichen Spurtrennelement verbunden zu werden, um insbesondere eine Spurtrennsperre zu bilden, wobei das Spurtrennelement mindestens einen Körper (2), dessen Gesamtform die eines abgeflachten Quaders ist, der nach unten gekrümmt ist, und einen hohlen Fuß (3), der sich seitlich von dem Körper (2) aus erstreckt, umfasst, wobei die Körper (2) und Füße (3) jeweils geeignet sind, um einen Ballast des Spurtrennelements (1) aufzunehmen, wobei der Körper (2) mindestens zwei Stützpunkte definiert, wobei der Fuß (3) mindestens einen Stützpunkt definiert, dadurch gekennzeichnet, dass der Fuß (3) und der Körper (2) angeordnet sind, um drei Stützpunkte zu definieren und ein dreibeiniges Spurtrennelement (1) zu bilden, das nur drei unabhängige Bodenstützpunkte besitzt, die eine isostatische Abstützung bilden.
  2. Spurtrennelement (1) nach Anspruch 1, dadurch gekennzeichnet, dass der Fuß (3) eine Aushöhlung bildet, die mindestens eine vordere Öffnung (31) umfasst und geeignet ist, um durch die Öffnung (31) hindurch einen Ballast des Spurtrennelements (1) aufzunehmen.
  3. Spurtrennelement (1) nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass der Körper (2) einen Sockel (4) und einen Behälter (5), der geeignet ist, um von dem Sockel (4) getrennt einen Ballast aufzunehmen, umfasst, wobei der Behälter (5) derart angeordnet ist, dass er von der Stützebene, die durch die Stützpunkte abgegrenzt ist, entfernt ist.
  4. Spurtrennelement (1) nach Anspruch 3, dadurch gekennzeichnet, dass der Behälter (5) im Verhältnis zu dem Sockel (4) den Stützpunkten gegenüber angeordnet ist.
  5. Spurtrennelement (1) nach einem der vorhergehenden Ansprüche 3 oder 4, dadurch gekennzeichnet, dass der Sockel (4) und der Behälter (5) ein und dasselbe Teil bilden, das sich aus demselben oder denselben Herstellungsvorgängen ergibt.
  6. Spurtrennelement (1) nach einem der Ansprüche 3 bis 5, dadurch gekennzeichnet, dass der Sockel (4) ein gekrümmtes abgeflachtes Prisma mit einem senkrechten Längsschnitt in der allgemeinen Form eines gleichschenkligen Dreiecks ist und eine Aussparung (43) umfasst, deren Form zu derjenigen der Öffnung (31) des Fußes im Wesentlichen homothetisch ist und den Durchgang des Fußes (3) ermöglicht, damit dieser mindestens teilweise durch den Sockel (4) hindurch geht.
  7. Spurtrennelement (1) nach Anspruch 6, dadurch gekennzeichnet, dass der Sockel (4) einen Absatz entlang der Peripherie der Aussparung (43) auf seiner Längsfläche auf der Seite der inneren Bogenfläche des Körpers (2) und mindestens einen Zapfen oben an der Aussparung (43) umfasst.
  8. Spurtrennelement (1) nach einem der Ansprüche 6 bis 7, dadurch gekennzeichnet, dass der Behälter (5) ein gekrümmtes abgeflachtes Prisma ist, das eine untere Fläche (52) umfasst, deren Form die des Sockels (4) ergänzt.
  9. Spurtrennelement (1) nach einem der Ansprüche 7 oder 8, dadurch gekennzeichnet, dass der Fuß (3) entlang seiner Öffnung (31) mit einem umlaufenden Rand (34), dessen untere Fläche geeignet ist, um sich an dem Absatz des Sockels (4) abzustützen, und mit mindestens einem Zapfenloch, das auf der Rückseite des umlaufenden Randes (34) ausgebildet ist und geeignet ist, um mit dem Zapfen des Sockels (4) zusammenzuwirken, versehen ist, wobei der umlaufende Rand (34) und das Zapfenloch (34) jeweils die seitliche und axiale Positionierung des Fußes (3) im Verhältnis zu dem Sockel (4) gewährleisten.
  10. Spurtrennelement (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es an einem der oberen Enden des Körpers (2) ein äußeres Einhängemittel (6) und an dem anderen oberen Ende ein inneres Einhängemittel (7), das mit dem Spurtrennelement (1) fest verbunden ist und geeignet ist, um umkehrbar mit dem äußeren Einhängemittel (6) eines angrenzenden Spurtrennelements (1) zusammenzuwirken, umfasst.
  11. Spurtrennelement (1) nach dem vorhergehenden Anspruch, dadurch gekennzeichnet, dass das äußere Einhängemittel (6) ein zylindrischer Stift (61) mit im Wesentlichen senkrechter Achse ist, der in einer Aussparung (62) angeordnet ist, die auf beiden Seiten der Längsflächen des Körpers (2) ausmündet, wobei der Raum der Aussparung (62), der zwischen dem Stift (61) und dem Körper (2) verbleibt, eine Rille (63) bildet.
  12. Spurtrennelement (1) nach einem der Ansprüche 10 oder 11, dadurch gekennzeichnet, dass das innere Einhängeelement (7) ein Riegel (71) ist, dessen waagerechter Querschnitt U-förmig ist und geeignet ist, um eine im Wesentlichen waagerechte Achse zu schwenken.
  13. Spurtrennelement (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es Zugriffszonen aus Materialüberdicke umfasst, die mindestens an den Stützpunkten bereitgestellt werden.
  14. Spurtrennelement (1) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass es aus Kunststoff für den Körper (2) durch Blasformen und für den Fuß (3) durch Spritzformen ausgebildet ist.
  15. Spurtrennsperre, dadurch gekennzeichnet, dass sie mindestens zwei Spurtrennelemente (1) nach einem der vorhergehenden Ansprüche umfasst.
EP11290423.0A 2010-09-17 2011-09-19 Kanaltrennelement und/oder Straßenbebakung und Kanaltrennungsbarriere Active EP2431527B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1003697A FR2964986B1 (fr) 2010-09-17 2010-09-17 Element separateur de voies et/ou de balisage de route et barriere de separation de voies

Publications (2)

Publication Number Publication Date
EP2431527A1 EP2431527A1 (de) 2012-03-21
EP2431527B1 true EP2431527B1 (de) 2014-11-12

Family

ID=43901067

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11290423.0A Active EP2431527B1 (de) 2010-09-17 2011-09-19 Kanaltrennelement und/oder Straßenbebakung und Kanaltrennungsbarriere

Country Status (2)

Country Link
EP (1) EP2431527B1 (de)
FR (1) FR2964986B1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20170002529A1 (en) * 2014-03-14 2017-01-05 Fsp Holdings Pty Ltd Roadside barrier
CN116034197A (zh) * 2020-08-11 2023-04-28 普拉松公司 模块化围栏组件

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK132454C (da) * 1974-04-01 1976-05-10 E B Sorensen Tetrapode til afmerkningsformal
FR2821371B1 (fr) * 2001-02-26 2003-05-02 Nadia Element separateur de voies et barriere separatrice
GB2434595A (en) * 2006-01-27 2007-08-01 Victor Joseph Wigley Fence or barrier using water as ballast
GB0623559D0 (en) * 2006-11-25 2007-01-03 Oxford Plastic Sys Ltd Barrier

Also Published As

Publication number Publication date
FR2964986A1 (fr) 2012-03-23
EP2431527A1 (de) 2012-03-21
FR2964986B1 (fr) 2013-10-18

Similar Documents

Publication Publication Date Title
EP0463925B1 (de) Verfahren zur Herstellung eines halbunterirdischen Bauwerks an einem Bergabhang und auf diese Weise hergestelltes Bauwerk
FR2483484A1 (fr) Revetement pour proteger des surfaces inclinees contre l'erosion par les vagues et l'eau qui s'ecoule
EP2431527B1 (de) Kanaltrennelement und/oder Straßenbebakung und Kanaltrennungsbarriere
EP0244890B1 (de) Verfahren zur Herstellung von hohlen Elementen, wie etwa Leitungen, Silos oder Bunker und Elemente, hergestellt durch dieses Verfahren
EP0296013A1 (de) Rohrförmiges Gebilde
WO2018024969A1 (fr) Module pour la realisation d'une barriere de protection contre les ecoulements de surface et barriere comportant au moins un tel module
EP0381547A1 (de) Verfahren zur Herstellung einer vergrabenen Leitung
FR2786211A1 (fr) Element separateur de voies transportable et empilable
EP1939358B1 (de) Bewegliche und stapelbare Vorrichtung zur Kanaltrennung
EP2392734A1 (de) Fahrbahntrennmodul aus Beton und Trennbarriere, die mehrere Module dieses Typs umfasst
FR2785920A1 (fr) Amelioration aux elements de barriere deplacables
FR2719063A1 (fr) Elément séparateur de voies.
EP1705315B1 (de) Teleskopischer Unterstand
EP1119663B1 (de) Rohrförmige anlage
FR2698650A1 (fr) Passerelle pour le franchissement d'obstacle.
EP2902555B1 (de) Anschlussteil von einer Regenwasserkanalisationsleitung, Sichtschacht für Regenwasserkanalisationsleitungen, und gesamte Kanalisationsleitung, die einen solchen Sichtschacht umfasst
EP1062392B1 (de) Unterirdischer durchgang
FR2874391A1 (fr) Module de glissiere de securite et glissiere de securite correspondante
EP3693511B1 (de) Anschlussvorrichtung für niedrige betonmauer, entsprechende betonbarriere und entsprechendes verfahren
EP2568098B1 (de) Vorgefertigerter Blockbaustein zur Herstellung von Treppenstufen, insbesondere für den Bau von Schwimmbädern
EP3983613B1 (de) Struktur mit einer anordnung von blöcken
EP1282744A1 (de) Selbständig aufstehende strassenbake
FR3092846A1 (fr) Dalle de rampe, notamment d’accès à l’eau
EP0531231A1 (de) Fussplatte mit einem Befestigungsmittel für ein zeitweiliges Verkehrsschild oder desgleichen, mit einer beweglichen Stütze
FR2935412A1 (fr) Coffrage perdu destine a la realisation d'un escalier en beton coule

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20120914

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20140131

RIC1 Information provided on ipc code assigned before grant

Ipc: E01F 15/08 20060101AFI20140120BHEP

Ipc: E01F 15/10 20060101ALI20140120BHEP

Ipc: E01F 13/02 20060101ALI20140120BHEP

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

RIN1 Information on inventor provided before grant (corrected)

Inventor name: MARTENAT, REGIS

Inventor name: GIROD, CLAUDE

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM 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: AT

Ref legal event code: REF

Ref document number: 695872

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141115

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602011011268

Country of ref document: DE

Effective date: 20141231

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20141112

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 695872

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141112

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: 20141112

Ref country code: NO

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: 20150212

Ref country code: IS

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: 20150312

Ref country code: LT

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: 20141112

Ref country code: NL

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: 20141112

Ref country code: PT

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: 20150312

Ref country code: ES

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: 20141112

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141112

Ref country code: LV

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: 20141112

Ref country code: HR

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: 20141112

Ref country code: AT

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: 20141112

Ref country code: RS

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: 20141112

Ref country code: SE

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: 20141112

Ref country code: GR

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: 20150213

Ref country code: PL

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: 20141112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20141112

Ref country code: DK

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: 20141112

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: 20141112

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: 20141112

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: 20141112

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602011011268

Country of ref document: DE

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: 20150813

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

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: 20141112

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602011011268

Country of ref document: DE

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20141112

Ref country code: LU

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: 20150919

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: 20150919

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150930

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150919

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150919

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150930

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20160401

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

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: 20141112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

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: 20141112

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; INVALID AB INITIO

Effective date: 20110919

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: 20141112

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 7

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: 20150930

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: 20141112

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

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: 20141112

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

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: 20141112

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230616

Year of fee payment: 13