EP3441527B1 - Dispositif de blocage destiné à empêcher la circulation des véhicules terrestres - Google Patents

Dispositif de blocage destiné à empêcher la circulation des véhicules terrestres Download PDF

Info

Publication number
EP3441527B1
EP3441527B1 EP18188027.9A EP18188027A EP3441527B1 EP 3441527 B1 EP3441527 B1 EP 3441527B1 EP 18188027 A EP18188027 A EP 18188027A EP 3441527 B1 EP3441527 B1 EP 3441527B1
Authority
EP
European Patent Office
Prior art keywords
barrier
anchoring
devices
anchoring devices
anchoring device
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
EP18188027.9A
Other languages
German (de)
English (en)
Other versions
EP3441527A1 (fr
Inventor
Christoph Hassenbach
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP3441527A1 publication Critical patent/EP3441527A1/fr
Application granted granted Critical
Publication of EP3441527B1 publication Critical patent/EP3441527B1/fr
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
    • E01F13/12—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions for forcibly arresting or disabling vehicles, e.g. spiked mats
    • 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
    • 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
    • E01F13/024—Removable barriers with permanently installed base members, e.g. to provide occasional passage
    • E01F13/026—Detachable barrier bollards or parking posts

Definitions

  • the invention relates to an arrangement of several locking devices for preventing the passage of land vehicles, in particular trucks, each locking device having at least one barrier post and each locking device having an anchoring device designed as a prefabricated part, in particular a precast concrete part, on which a fastening end of the barrier post is or can be fixed and which is designed and intended to be arranged below the surface of the earth in such a way that the barrier post protrudes vertically from the surface of the earth, and that in each case adjacent barrier devices are firmly connected to one another underground with at least one connecting element, the anchoring devices being coupling elements, namely openings ( 25), for coupling at least one of the connecting elements for the form-fitting, in particular releasable, connection of adjacent shut-off devices.
  • each locking device having at least one barrier post and each locking device having an anchoring device designed as a prefabricated part, in particular a precast concrete part, on which a fastening end of the barrier post is or can be fixed and which is designed and intended to be arranged below the surface of
  • the invention also relates to a method for producing an arrangement of several shut-off devices, each shut-off device having at least one anchoring device to which a fastening end of a barrier post is fixed or can be fixed, and each anchoring device is designed as a prefabricated part, in particular as a precast concrete part, and the Anchoring devices have coupling elements, namely openings, for coupling at least one connecting element for the form-fitting and releasable connection of adjacent shut-off devices, and a pit is created in the ground and several anchoring devices (3) are placed in the pit, in particular horizontally next to one another.
  • blocking devices In order to prevent the passage of land vehicles, blocking devices are usually used which are designed in such a way that they cannot be forcibly driven over, at least for vehicles up to a certain size and at least up to a certain speed. Such shut-off devices are usually used to protect buildings or people from the impact of vehicles.
  • massive barrier posts In order to ensure that the barrier device forms sufficient resistance, massive barrier posts are often anchored very deep in the ground, for example by setting them in concrete.
  • this type of anchoring is not possible at all, or only possible with considerable effort, if objects such as electrical lines, water pipes, gas pipes or underground tanks are already present in the ground at a shallow depth, which prevent the deep anchoring of barriers. In such cases, the only option so far has been to relocate the objects already present in the floor, if at all possible, or to install the barrier posts entirely to renounce.
  • WO 2007/091977 A1 a system with multiple bollards is known.
  • the system includes a foundation made of reinforced concrete into which the bollards are cast. The installation of the system is very cumbersome and time-consuming. A similar system is out WO 2007/091978 A1 known.
  • US 2006/0090408 A1 discloses a modular vehicle locking system that includes a reaction mass for installation in the ground having at least one support immovably anchored in the reaction mass and extending upward therefrom.
  • the reaction mass has a front element for confronting and compressing the surrounding earth and for absorbing energy from the impact of the vehicle on the post.
  • WO 2012/101451 A1 discloses a bollard device for use as a vehicle barrier that includes one or more bollard elements and one or more separate foot elements.
  • the foot elements are each adapted for ground engagement by placing them on a floor or floor surface (or a flat attachment in a floor surface).
  • At least one upstanding bollard element is attached to each of the foot elements.
  • At least one collar element is positioned within a respective through opening in a respective foot element, the collar element being fastened to the base end of a bollard element and surrounding the bollard element there. The collar element stands up from the surface of the foot element.
  • shut-off devices which can also be used when only a small amount of vertical installation space is available in the ground and which can be installed quickly.
  • Another object of the present invention is to provide a method for producing an arrangement of several shut-off devices, in particular an arrangement according to the invention, which makes it possible to quickly and securely anchor several shut-off piles in the ground if only a small vertical installation space is available in the ground.
  • the further object is achieved by a method which is characterized by the further step of connecting adjacent anchoring devices underground, each anchoring device having a receiving element into which the fastening end of the barrier post can be inserted again in a non-destructive manner, by means of at least one connecting element, which is shaped and has two, in particular mutually parallel, legs, one leg being inserted from above into the opening of one of the anchoring devices and the other leg being inserted from above into the opening of an adjacent anchoring device.
  • the anchoring devices are designed as prefabricated parts, in particular precast concrete parts, enables fast and reliable installation, in particular avoiding the need to wait for a hardenable mass, such as concrete, to harden during installation.
  • a prefabricated part is understood here to mean, in particular, a part that was created using a hardenable material, for example concrete.
  • the prefabricated part can contain struts and / or supports, in particular made of steel.
  • the anchoring devices can advantageously have eyelets, in particular made of steel, which allow the anchoring devices to be attached to a crane in order to bring them into their final position in a previously dug pit.
  • the anchoring devices have cast-in anchors into which eyelets can be screwed. This has the advantage that the eyelets can easily be removed again after an anchoring device has been laid in the pit. If the anchoring device is to be removed again, the eyelets can be screwed in again.
  • the invention has the very special advantage that one or more barrier posts can be installed securely against being driven over by a land vehicle in such structural situations in which there is only a small vertical installation space in the ground, for example a construction space smaller than 1,000 mm, in particular smaller than 700 mm , or of approx. 600 mm is available.
  • a small vertical installation space in the ground for example a construction space smaller than 1,000 mm, in particular smaller than 700 mm , or of approx. 600 mm is available.
  • This has an advantageous effect that the inventive Shut-off device requires little vertical installation space and still offers reliable protection against being driven over by land vehicles.
  • the shut-off device according to the invention can easily be designed in such a way that it only takes up a vertical installation space depth of 600 mm and still allows a truck weighing 7.5 tons to travel at a speed of 80 km / h or even with correspondingly larger dimensions safely prevents a truck weighing 40 tons from traveling at a speed of 50 km / h or 80 km / h.
  • the inventive arrangement of shut-off devices can advantageously be installed above existing structures, such as lines or tanks, without the structures being damaged or having to be relocated to another location.
  • the inventive arrangement of shut-off devices can advantageously be removed again with comparatively little effort.
  • the anchoring devices are first placed loosely in the pit and then connected to one another by means of the connecting elements, preferably non-destructively and / or releasably again without tools.
  • the connecting elements can be designed, for example, as U-shaped brackets which are simply inserted and which can simply be pulled out again when the connecting elements are to be removed again.
  • Ease of removal and reinsertion of the arrangement according to the invention or parts thereof is particularly advantageous if, for example, in an urban area it should be necessary to access the supply lines below.
  • Ease of removal and reinsertion of parts of the arrangement is particularly advantageous if one or more connecting elements have been damaged by a stop, because they can be exchanged easily and quickly without having to dismantle the entire arrangement.
  • shut-off devices has the further very special advantage that it is modular, so that it is possible to reliably secure even larger areas against being driven over by a land vehicle by joining several, in particular identical, modules.
  • each adjacent modules are firmly connected to one another, in particular positively and / or cohesively, after they have been moved into a pit in the ground.
  • the space between or is at least partially poured over the anchoring devices with concrete With regard to the time it takes to complete an installation, it is not advantageous, but it is also not excluded that the space between or is at least partially poured over the anchoring devices with concrete.
  • connecting elements of the same size can be used to connect two adjacent anchoring devices if the anchoring devices are aligned parallel to one another.
  • connecting elements of unequal size it is possible to use connecting elements of unequal size if two anchoring devices are not aligned parallel to one another, for example in order to achieve an arcuate arrangement of several anchoring devices.
  • the anchoring devices are placed as separate prefabricated parts, preferably horizontally next to one another in a pit.
  • a pit can first be dug, which has a level, horizontal floor on which the anchoring devices are placed.
  • the space above can then be filled up to the surface of the earth and / or provided with a traffic area covering, in particular a paving or asphalt covering.
  • the multiple struts whose longitudinal direction is perpendicular to the barrier post and in the direction of the fastening end, a particularly safe anchoring of the barrier post can also be achieved if the anchoring device is only in the ground is arranged at a shallow depth.
  • the barrier post By fixing the lower fastening end of the barrier post on several differently aligned struts of the anchoring device, in particular on struts that are part of a framework, it is ensured that the forces that occur when a land vehicle collides with the barrier post are distributed to different areas of the anchoring device. In particular, it is effectively achieved in this way that the barrier post does not become detached from the anchoring device in the event of a collision with a land vehicle.
  • the struts are firmly, in particular positively and / or cohesively, connected to the fastening end of the barrier post.
  • the anchoring device has a receiving element into which the fastening end of the barrier post can be inserted if necessary.
  • the receiving element which can be designed as a sleeve, for example, is firmly, in particular positively and / or cohesively, connected to the strut, in particular welded.
  • the sleeve is made, for example, of steel and has a wall thickness in the range from 40 mm to 60 mm.
  • the sleeve can have an inner diameter in the range from 200 mm to 300 mm, in particular 254 mm, so that a barrier post with a corresponding outer diameter, which in particular can be designed as a solid steel post, can be let in from above and removed again if necessary.
  • FIG. 1 shows a perspective illustration of an exemplary embodiment of an arrangement according to the invention of a plurality of shut-off devices 21 for preventing the passage of land vehicles, in particular trucks.
  • Each barrier device 21 has a barrier post 1.
  • each barrier device 1 has an anchoring device 3 designed as a prefabricated part, in particular a precast concrete part, to which a fastening end of the barrier post 1 is fixed or can be fixed and which is designed and intended to be arranged, in particular invisibly, under the surface of the earth, that the barrier post 1 protrudes vertically from the surface of the earth.
  • connecting elements 22 of the same size are used to connect two adjacent anchoring devices 3, because the anchoring devices 3 should be aligned parallel to one another.
  • connecting elements 22 of unequal size it would be possible to use connecting elements 22 of unequal size if two anchoring devices 3 are not aligned parallel to one another, for example in order to achieve an overall arcuate arrangement of the anchoring devices 3.

Landscapes

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

Claims (14)

  1. Agencement de plusieurs dispositifs de blocage pour empêcher la circulation de véhicules terrestres, en particulier de véhicules poids-lourds, chaque dispositif de blocage présentant au moins un poteau de blocage (1), et
    a. chaque dispositif de blocage présentant un dispositif d'ancrage (3) réalisé sous forme de pièce préfabriquée, en particulier sous forme de pièce préfabriquée en béton, auquel est ou peut être fixée une extrémité de fixation (4) du poteau de blocage (1) et qui est réalisé et prévu pour être disposé notamment de manière invisible sous la surface du sol de telle sorte que le poteau de blocage (1) fasse saillie verticalement hors de la surface du sol et
    b. des dispositifs de blocage adjacents étant à chaque fois connectés fixement l'un à l'autre sous le sol à chaque fois avec au moins un élément de liaison (22), les dispositifs d'ancrage (3) présentant des éléments d'accouplement, à savoir des ouvertures (25) pour l'accouplement d'au moins l'un des éléments de liaison (22) pour la liaison par engagement par correspondance de formes, en particulier à nouveau libérable, de dispositifs de blocage adjacents, caractérisé en ce que
    c. l'élément de liaison (22) est réalisé en forme de U et présente deux branches (23), en particulier parallèles l'une à l'autre, une branche (23) pouvant être enfichée par le haut dans l'ouverture (25) de l'un des dispositifs d'ancrage (3) et l'autre branche (23) pouvant être enfichée par le haut dans l'ouverture (25) d'un dispositif d'ancrage adjacent (3), et en ce que
    d. chaque dispositif d'ancrage (3) présente un élément de réception (19) dans lequel l'extrémité de fixation (4) du poteau de blocage (1) peut être insérée de manière à nouveau amovible sans destruction.
  2. Agencement selon la revendication 1, caractérisé en ce que
    a. une liaison par engagement par correspondance de formes, en particulier une liaison exclusivement par engagement par correspondance de formes, est établie au moyen de l'élément de liaison (22), et/ou en ce que
    b. l'élément de liaison (22) peut être détaché sans destruction des dispositifs d'ancrage (3), et/ou en ce que
    c. des dispositifs d'ancrage adjacents (3) sont connectés les uns aux autres exclusivement au moyen d'au moins un élément de liaison (22), en particulier par engagement par correspondance de formes ou exclusivement par engagement par correspondance de formes.
  3. Agencement selon la revendication 1 ou 2, caractérisé en ce que les dispositifs d'ancrage (3) sont déposés en tant que pièces préfabriquées séparées les unes des autres horizontalement les uns à côté des autres dans une fosse (17) et en ce que l'espace situé au-dessus est rempli jusqu'à la surface du sol et/ou est pourvu d'un revêtement pour surfaces de circulation (26), en particulier d'un pavage (27) ou d'un revêtement d'asphalte.
  4. Agencement selon l'une quelconque des revendications 1 à 3, caractérisé en ce que
    a. chaque dispositif d'ancrage (3) contient des barres qui sont entourées par un matériau de remplissage durci, notamment du béton (18), et/ou en ce que
    b. chaque dispositif d'ancrage (3) présente plusieurs barres (5) dont la direction d'étendue longitudinale est orientée perpendiculairement au poteau de blocage (1) et dans la direction de l'extrémité de fixation (4), et/ou en ce que
    c. les barres sont disposées en forme de treillis et/ou en ce que les barres forment un treillis, et/ou en ce que
    d. les barres sont connectées fixement, notamment par engagement par correspondance de formes et/ou par liaison de matière, à l'élément de réception (19).
  5. Agencement selon l'une quelconque des revendications 1 à 4, caractérisé en ce que
    a. l'élément de réception (19) est réalisé sous forme de douille, et/ou en ce que
    b. l'élément de réception (19) est réalisé sous forme de douille en acier qui présente une hauteur de l'ordre de 500 mm à 700 mm, en particulier de 600 mm, et/ou en ce que
    c. l'élément de réception (19) est réalisé sous forme de douille en acier qui présente une épaisseur de paroi de l'ordre de 20 mm à 40 mm, en particulier de 25 mm, ou de l'ordre de 40 mm à 60 mm.
  6. Agencement selon l'une quelconque des revendications 1 à 5, caractérisé en ce que
    a. chaque dispositif d'ancrage (3) présente un cadre extérieur dans un plan perpendiculaire au poteau de blocage (1) et/ou en ce que chaque dispositif d'ancrage (3) présente une plaque de fond (16) dans un plan perpendiculaire au poteau de blocage (1), et/ou en ce que
    b. chaque dispositif d'ancrage (3) présente un cadre extérieur dans un plan perpendiculaire au poteau de blocage (1) et/ou en ce que chaque dispositif d'ancrage (3) présente une plaque de fond (16) dans un plan perpendiculaire au poteau de blocage (1), le cadre et la plaque de fond (16) formant ensemble une cuve qui est remplie d'un matériau, en particulier de béton, qui est déjà durci en tant que pièce préfabriquée lors de la fabrication du dispositif d'ancrage (3), et/ou en ce que
    c. chaque dispositif d'ancrage (3) présente un cadre extérieur dans un plan perpendiculaire au poteau de blocage (1), ainsi que des barres, et/ou en ce que chaque dispositif d'ancrage (3) présente une plaque de fond (16) dans un plan perpendiculaire au poteau de blocage (1), ainsi que des barres (5), le cadre et/ou les barres (5) présentant une hauteur verticale de l'ordre de 100 mm à 200 mm, en particulier de 150 mm et/ou en ce que
    d. chaque dispositif d'ancrage (3) présente un cadre extérieur dans un plan perpendiculaire au poteau de blocage (1), ainsi que des barres (5), et/ou en ce que chaque dispositif d'ancrage (3) présente une plaque de fond (16) dans un plan perpendiculaire au poteau de blocage (1), ainsi que des barres (5), le cadre et/ou les barres (5) présentant une hauteur verticale qui est plus de huit fois, en particulier plus de dix fois, plus petite que la hauteur verticale du poteau de blocage (1).
  7. Agencement selon l'une quelconque des revendications 1 à 6, caractérisé en ce que
    a. au moins un poteau de blocage (1) est réalisé sous forme non creuse ou en ce que tous les poteaux de blocage (1) sont réalisés sous forme non creuse, et/ou en ce que
    b. au moins un poteau de blocage (1) est réalisé sous forme cylindrique circulaire avec un diamètre dans une plage de 120 mm à 150 mm, en particulier dans une plage de 130 mm à 140 mm, en particulier de 130 mm, ou dans une plage de 200 mm à 300 mm, en particulier de 250 mm, ou en ce que tous les poteaux de blocage (1) sont réalisés sous forme cylindrique circulaire avec un diamètre dans une plage de 120 mm à 150 mm, en particulier dans une plage de 130 mm à 140 mm, en particulier de 130 mm, ou dans une plage de 200 mm à 300 mm, en particulier de 250 mm, et/ou en ce que
    c. au moins un poteau de blocage (1) est fabriqué en acier ou en ce que tous les poteaux de blocage (1) sont fabriqués en acier.
  8. Agencement selon l'une quelconque des revendications 1 à 7, caractérisé en ce que
    a. les dispositifs de blocage sont identiques, et/ou en ce que
    b. les dispositifs d'ancrage (3) sont rendus rugueux sur le côté supérieur ou présentent un revêtement antipatinage.
  9. Agencement selon l'une quelconque des revendications 1 à 8, caractérisé en ce que
    a. au moins l'un des dispositifs d'ancrage (3) est réalisé essentiellement sous forme de plaque, et/ou en ce que
    b. au moins l'un des dispositifs d'ancrage (3) est réalisé essentiellement sous forme de plaque et présente une longueur dans une plage de 1500 mm à 2800 mm, en particulier de 2000 mm et une largeur dans une plage de 1000 mm à 1400 mm, en particulier de 1200 mm, et/ou en ce que
    c. la distance des poteaux de blocage de dispositifs de blocage adjacents est dans une plage de 1000 mm à 1400 mm, en particulier vaut 1200 mm.
  10. Agencement selon l'une quelconque des revendications 1 à 9, caractérisé en ce que la pièce préfabriquée est une pièce qui a été produite en utilisant un matériau durcissable, par exemple du béton.
  11. Procédé de fabrication d'un agencement de plusieurs dispositifs de blocage, en particulier d'un agencement selon l'une quelconque des revendications 1 à 10, dans lequel chaque dispositif de blocage présente au moins un dispositif d'ancrage (3) auquel est ou peut être fixée une extrémité de fixation (4) d'un poteau de blocage (1) et dans lequel chaque dispositif d'ancrage (3) est réalisé sous forme de pièce préfabriquée, en particulier sous forme de pièce préfabriquée en béton, et les dispositifs d'ancrage (3) présentent des éléments d'accouplement, à savoir des ouvertures (25) pour l'accouplement d'au moins un élément de liaison (22) pour la liaison par engagement par correspondance de formes et à nouveau libérable de dispositifs de blocage adjacents et dans lequel une fosse est creusée dans la terre et plusieurs dispositifs d'ancrage (3) sont déposés dans la fosse notamment horizontalement les uns à côté des autres, caractérisé par l'étape supplémentaire de connexion souterraine de dispositifs d'ancrage respectivement adjacents, chaque dispositif d'ancrage présentant un élément de réception dans lequel l'extrémité de fixation du poteau de blocage peut être introduite sans destruction de manière à nouveau amovible, au moyen d'au moins un élément de liaison qui est réalisé en forme de U et qui présente deux branches, en particulier parallèles l'une à l'autre, une branche étant enfichée par le haut dans l'ouverture de l'un des dispositifs d'ancrage et l'autre branche étant enfichée par le haut dans l'ouverture d'un dispositif d'ancrage adjacent.
  12. Procédé selon la revendication 11, caractérisé en ce que
    a. l'espace entre les dispositifs d'ancrage (3) et/ou au moins une partie de l'espace au-dessus des dispositifs d'ancrage (3) et au-dessus des espaces intermédiaires est rempli d'un matériau de remplissage, ou en ce que
    b. l'espace entre les dispositifs d'ancrage (3) et/ou au moins une partie de l'espace au-dessus des dispositifs d'ancrage (3) et au-dessus des espaces intermédiaires est remplie avec un matériau de remplissage, le matériau de remplissage ne contenant aucun matériau durcissable et/ou en ce que le matériau de remplissage ne contient pas de béton liquide et/ou en ce que le matériau de remplissage se compose de déblais ou contient des déblais qui ont été excavés lors de la fabrication de la fosse (17) et/ou en ce que le matériau de remplissage contient de la silice ou du ballast ou du sable.
  13. Procédé selon la revendication 11 ou 12, caractérisé en ce que
    a. au-dessus des dispositifs d'ancrage (3) et au-dessus des espaces intermédiaires, de préférence remplis, entre les dispositifs d'ancrage (3), est créé un revêtement de surface de circulation (26), notamment sur lequel peuvent circuler des véhicules, en particulier un pavage (27) ou un revêtement d'asphalte, ou en ce que
    b. au-dessus des dispositifs d'ancrage (3) et au-dessus des espaces intermédiaires, de préférence remplis, entre les dispositifs d'ancrage (3), est créé un revêtement de surface de circulation (26), notamment un pavage (27) ou un revêtement d'asphalte, le revêtement de surface de circulation (26) reposant directement sur les dispositifs d'ancrage, ou en ce que
    c. au-dessus des dispositifs d'ancrage (3) et au-dessus des espaces intermédiaires, de préférence remplis, entre les dispositifs d'ancrage (3), est créé un revêtement de surface de circulation (26), notamment un pavage (27) ou un revêtement d'asphalte, le revêtement de surface de circulation (26) reposant directement sur le matériau de remplissage.
  14. Procédé selon l'une quelconque des revendications 11 à 13, caractérisé en ce que
    a. la fosse (17) est creusée à une profondeur dans une plage de 400 mm à 800 mm, en particulier à une profondeur de 600 mm, et/ou en ce que
    b. la fosse (17) est creusée de manière à présenter un fond plat horizontal et/ou en ce que
    c. aucune fondation, en particulier aucune fondation de béton, n'est réalisée dans la fosse (17), et/ou en ce que
    d. aucun bétonnage n'est effectué à l'exception de la fabrication des dispositifs d'ancrage (3) en tant que pièces préfabriquées.
EP18188027.9A 2017-08-08 2018-08-08 Dispositif de blocage destiné à empêcher la circulation des véhicules terrestres Active EP3441527B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
LU100365A LU100365B1 (de) 2017-08-08 2017-08-08 Absperrvorrichtung zum Verhindern der Durchfahrt von Landfahrzeugen

Publications (2)

Publication Number Publication Date
EP3441527A1 EP3441527A1 (fr) 2019-02-13
EP3441527B1 true EP3441527B1 (fr) 2020-09-23

Family

ID=60020550

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18188027.9A Active EP3441527B1 (fr) 2017-08-08 2018-08-08 Dispositif de blocage destiné à empêcher la circulation des véhicules terrestres

Country Status (2)

Country Link
EP (1) EP3441527B1 (fr)
LU (1) LU100365B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210222382A1 (en) * 2019-12-17 2021-07-22 Neusch Innovations, Lp Shallow mount bollard

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2582789B (en) * 2019-04-02 2022-02-23 Marshalls Mono Ltd Mounting assembly
GB202000701D0 (en) * 2020-01-17 2020-03-04 Heald Tech Ltd A security barrier and a method of installation thereof
CA3162898A1 (fr) * 2020-01-22 2021-07-29 Thomas Ustach Systeme de barriere et procede d'installation de systeme de barriere
CN112942153A (zh) * 2021-01-26 2021-06-11 哈尔滨工业大学 道路安全岛及其施工方法
CA3210551A1 (fr) * 2021-02-05 2022-08-11 Michael Hamish HARDING Systeme de securite
DE202021003554U1 (de) * 2021-11-19 2023-02-23 Gerolda Fulde Mobile Zufahrtskontrollsperre aus mehreren Modulen
DE102022112100A1 (de) * 2022-05-13 2023-11-16 Pollermax Gmbh Verfahren zur Erstellung einer Wegesperrvorrichtung

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060090408A1 (en) * 2004-10-22 2006-05-04 Darcy Daniel T Vehicle barrier system
WO2007091978A1 (fr) * 2006-02-07 2007-08-16 K & C Protective Technologies Pte Ltd systeme de bollards amovibles et procede de montage
WO2007091977A1 (fr) * 2006-02-07 2007-08-16 K & C Protective Technologies Pte Ltd systeme de bollards et procede de montage
US20080006807A1 (en) * 2006-06-21 2008-01-10 Ronald Coffey Anchored safety barrier
US9127421B2 (en) * 2011-01-28 2015-09-08 ATG Access Ltd. Bollards

Non-Patent Citations (1)

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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20210222382A1 (en) * 2019-12-17 2021-07-22 Neusch Innovations, Lp Shallow mount bollard
US11773547B2 (en) * 2019-12-17 2023-10-03 Neusch Innovations, Lp Shallow mount bollard

Also Published As

Publication number Publication date
EP3441527A1 (fr) 2019-02-13
LU100365B1 (de) 2019-03-19

Similar Documents

Publication Publication Date Title
EP3441527B1 (fr) Dispositif de blocage destiné à empêcher la circulation des véhicules terrestres
CH707671B1 (de) Stützmauerelement und Stützmauer aus Stützmauerelementen.
DE202021105799U1 (de) Schutzkonstruktion für hohe Einschnittböschung in geschichteten geneigten Erden im Kohlebergwerk
DE69032252T2 (de) Verankerung und befestigungsverfahren durch in den boden getriebene seitenstützen
DE4236766C2 (de) Verfahren zum Sanieren eines Dammbaues für eine Fahrbahn
EP2535463B1 (fr) Mur de soutènement préfabriqué modulaire, mur de soutènement en béton ainsi fabriqué et procédé de montage du mur de soutènement
WO2014095005A1 (fr) Élément de construction préfabriqué en béton servant à monter un mur de protection et procédé pour le fabriquer
AT10280U1 (de) Anordnung zur sicherung von lockergesteinsböschungen
EP3752680A1 (fr) Dispositif de coffrage
EP3112537B1 (fr) Construction de soutien perméable à l'eau
DE60002810T2 (de) Verbesserte bildung eines abdeckungsträgers für pfahlgründungen
DE202018106685U1 (de) Stützmauerelement und Stützmauer aus Stützmauerelementen
EP1964978B1 (fr) Procédé d'établissement d'une installation de quai et installation de quai
EP4276246A1 (fr) Procédé de création d'un dispositif de blocage de voie
DE19808092A1 (de) Vorrichtung für die Anpflanzung von Bäumen und dgl.
DE102016004261A1 (de) Bewehrungsvorrichtung ASTO vario 2016 Bewehrungsvorrichtung zum Erstellen einer lagerbestimmten Bewehrung eines Bauwerks
DE3685881T2 (de) Stuetzbauwerk und verfahren zum verwirklichen dieses stuetzbauwerks.
DE102021004266A1 (de) Modular aufgebautes, teilmobiles Leitplanken-/Schutzplanken-"System" aus vorgefertigten, bewehrten Betonteilen mit starker Verankerung im Erdreich/Boden mittels bewehrten Beton-"Ankern" und einer zusätzlichen Beton-Ummantelung. Zusätzlich verfügt dieses Planken-"System" über integrierte zweistufige, horizontale Pufferelemente.
DE202013011136U1 (de) Betonfertigbauteil zur Erstellung einer Schutzwand
DE102010000589B4 (de) Verfahren und Einrichtung zum Erstellen einer Spundwand
DE102022116323A1 (de) Fahrzeugrückhalte- und/oder Lärmschutzsystem mit Fertigteilfundament
EP4248037A1 (fr) Fondation pour une tour d'une station de transmission ou pour la construction d'une ligne aérienne
DE102021105955A1 (de) Fundament für einen Turm für eine Windkraftanlage
DE2747774B2 (de) Haltevorrichtung für Stützwangen zum Abstützen von Hanggut an einer Böschung
DE202021003193U1 (de) Modular aufgebautes, teilmobiles Leitplanken-/Schutzplanken-"System" aus vorgefertigten, bewehrten Betonteilen mit integrierten zweistufigen, horizontalen Pufferelementen mit starken Verankerung im Erdreich/Boden mittels bewehrten Beton-"Ankern" und einer zusätzlichen Beton-Ummantelung

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20190318

RBV Designated contracting states (corrected)

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20190503

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20200420

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502018002525

Country of ref document: DE

Ref country code: AT

Ref legal event code: REF

Ref document number: 1316495

Country of ref document: AT

Kind code of ref document: T

Effective date: 20201015

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502018002525

Country of ref document: DE

Representative=s name: ARROBA GBR, DE

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

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: 20201223

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: 20200923

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: 20201223

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: 20200923

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: 20200923

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: 20201224

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

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: 20200923

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: 20200923

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20200923

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

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: 20210125

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: 20200923

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: 20200923

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: 20200923

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: 20200923

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: 20200923

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

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: 20210123

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: 20200923

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: 20200923

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: 20200923

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502018002525

Country of ref document: DE

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: 20200923

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

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: 20200923

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: 20200923

26N No opposition filed

Effective date: 20210624

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: 20200923

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

Ref country code: FR

Payment date: 20210823

Year of fee payment: 4

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20200923

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210831

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: 20210831

Ref country code: CH

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

Effective date: 20210831

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

Ref country code: LU

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

Effective date: 20210808

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: 20210808

Ref country code: BE

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

Effective date: 20210831

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20220808

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

Ref country code: NL

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

Effective date: 20200923

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: 20200923

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; INVALID AB INITIO

Effective date: 20180808

Ref country code: FR

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

Effective date: 20220831

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: 20220808

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

Ref country code: DE

Payment date: 20230803

Year of fee payment: 6

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: 20200923