EP2900873B1 - Élément de délimitation de surfaces de circulation - Google Patents

Élément de délimitation de surfaces de circulation Download PDF

Info

Publication number
EP2900873B1
EP2900873B1 EP13783220.0A EP13783220A EP2900873B1 EP 2900873 B1 EP2900873 B1 EP 2900873B1 EP 13783220 A EP13783220 A EP 13783220A EP 2900873 B1 EP2900873 B1 EP 2900873B1
Authority
EP
European Patent Office
Prior art keywords
profile
connection
base body
profile element
boundary
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
EP13783220.0A
Other languages
German (de)
English (en)
Other versions
EP2900873A1 (fr
Inventor
Mathias Redlberger
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.)
Rebloc GmbH
Original Assignee
Rebloc GmbH
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 Rebloc GmbH filed Critical Rebloc GmbH
Publication of EP2900873A1 publication Critical patent/EP2900873A1/fr
Application granted granted Critical
Publication of EP2900873B1 publication Critical patent/EP2900873B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476Foundations
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103Parapets, railings ; Guard barriers or road-bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous 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
    • E01F15/083Continuous 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 concrete
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088Details of element connection

Definitions

  • the invention relates to a boundary element for traffic areas with the features of the preamble of claim 1.
  • Such a limiting element is for example from the AT 408 555 B known.
  • a solid base body for example made of concrete
  • much of the energy is absorbed by a displacement of the traffic control element on the ground, which continues via clutches in adjacent traffic control elements.
  • a preferred form of such a coupling for example, in the AT 507 611 A1 described.
  • Such a form of degradation of the kinetic energy for all road users can only be safely implemented if there is sufficient space behind the boundary elements for moving them available. This is not the case in particular when a traffic element is provided for limiting bridges or even narrow, winding mountain roads.
  • the traffic control element must then be anchored in the underground, so for example, the bridge.
  • An Indian EP 1 167 628 A2 described profile element is composed of a U-shaped element with a welded, erected square tube profile, whereby deformation of the profile element is prevented.
  • An Indian WO 00/65156 A1 described profile element is composed of an upwardly open U-shaped element with a welded T-shaped element and thereby forms an E-shaped profile. According to the WO 00/65156 A1 a deformation of the thus reinforced profile element is not provided.
  • the aim of the invention is therefore to provide a device for anchoring boundary elements on the ground, which can reliably absorb as large a proportion of the energy generated in a collision as deformation energy.
  • the angle is greater than 60 °, in particular greater than 75 °, and is preferably approximately 90 °. So instead of offering only a small space for movement of a movement of the limiting element and possibly absorb low deformation energy, as a result of the position of the profile element this itself absorbs a considerable part of the energy as deformation energy.
  • the main body consists essentially of concrete.
  • the profile element is a profiled rail with a U-shaped or I-shaped cross-section. These shapes are particularly suitable because they can absorb much deformation energy due to their three-dimensional geometry, as they have a high resistance moment in the bending axis by the inclination of its longitudinal direction to the longitudinal axis of the body at an angle greater than 45 ° to 90 °.
  • the longitudinal direction of the profile element runs parallel to the bearing surface of the base body.
  • connection of the profile element with the anchoring element and the connection of the profile element with the connecting element are spaced apart from each other in the longitudinal direction of the profile element.
  • the forces therefore preferably engage at points remote from each other, whereby the profile element two sections arise at which attack the anchoring element and connecting element and can perform deformation work on the profile element.
  • anchoring element in the limited traffic area nearest third, preferably quarter, of the profile element is arranged.
  • this arrangement has the advantage that, should the device be mounted, for example, on a bridge, the forces further away from the edge of the bridge and thus be introduced gently for the building.
  • connection of the connecting element with the profile element in one of the two middle quarters, in particular in the middle third, of the profile element is arranged.
  • the thereby free from the traffic area facing away from the profile element is then supported by the, preferably in this area from above, base body and it arises in addition to the two connections of anchoring element and connecting element with the profile element another point of attack for forces acting on a tilting forces.
  • a uniform deformation of the profile element is effected, whereby a great deal of deformation energy can be absorbed by the profile element.
  • the connecting element preferably has a substantially U-shape, wherein the legs of the U-shape are connected to the base body and the bend of the U-shape is connected to the profile element.
  • holes may be provided in the profile element, through which the legs of the U-shape are pushed until the bend rests against the profile element.
  • the legs of the U-shape are preferably embedded in the basic body.
  • the connecting element is substantially rod-shaped, has a thread in a region facing the profile element and is connected to the profile element by a nut.
  • the nut can simply be screwed onto the connecting element, optionally with a washer, on the opposite side or the underside of the profile element.
  • the nut may be welded to the profile element.
  • the end of the connecting element to be connected to the base body if the body is made of concrete, for example, are simply embedded in concrete. A direct welding of the connecting element with the profile element is also conceivable.
  • connection of the base body with the connecting element can be achieved in that the connecting element is connected directly to a reinforcement of the base body, for example, welded, is.
  • This reinforcement can for example be formed by the connecting rods, as shown in the AT 507 611 A1 are described.
  • connection between the connecting element and the base body which may be formed, for example, by setting in concrete and / or welding, as described, in the region of the side of the profile element which faces away from the ground. This results in a particularly favorable introduction of force in the profile element.
  • the base body has substantially normal to the longitudinal axis of the base body end faces, wherein the end faces have at least one projection and / or at least one recess and wherein a projection on an end face in a recess on an end face of an adjacent base body intervenes.
  • boundary elements for traffic areas are coupled in their upper area with the respective adjacent boundary element, such as in the AT 507 611 A1 is described. However, it is not intended to anchor the boundary elements in the underground.
  • adjacent limiting elements can follow a displacement of a limiting element in the event of a collision, as a result of which transverse forces act on the coupling between adjacent limiting elements which are not significantly greater than the inertial forces of the limiting elements and the friction forces of these on the ground. In addition, tensile forces still act.
  • additional transverse forces arise in the coupling. Projections and depressions on the end faces of the body relieve the clutch and in particular transversely to the longitudinal axis of the body forces acting on adjacent elements on, so then there also by the invention Anchors on the ground can be added.
  • the projections and depressions can be as in the AT 509 359 A1 be executed described.
  • the projections and depressions are in the lower half of the body, preferably at the level of the compounds. In this way, a possible direct transfer of the shear forces from one base body to the next.
  • the Fig. 1 shows an oblique view of a limiting element according to the invention, for example a Betonleittreatmentes, with a base body 1 with three devices 2 according to the invention for attaching the base body 1 on the ground.
  • a limiting element for example a Betonleittreatmentes
  • three devices 2 according to the invention for attaching the base body 1 on the ground.
  • Grundköper 1 23 further not shown coupling elements can be arranged on end faces to connect adjacent boundary elements together to form a kind of chain.
  • These coupling elements may be, for example, couplings, as shown in AT 507 611 A1 may be known.
  • the devices 2 are in each case via anchoring elements 3 with the substrate 8 (see Fig. 2 ) connected.
  • the anchoring elements 3 protrude in the illustrated embodiment with its over the ground 8 beyond the end through an opening in a profile element 6 and are connected thereto via a nut 4 with a washer 5 with the profile element 6.
  • Alternative connections between profile element 6 and anchoring element 3, for example by welding, are also conceivable.
  • U-shaped profile of the profile element 6 By the example in the downwardly open, U-shaped profile of the profile element 6, the connection between anchoring element 3 and profile element 6 according to the invention is spaced to the ground. This prevents shearing off of the anchoring element 3 by the profile element 6 in the event of a collision, since the profile element has sufficient space for deformation.
  • Other profile shapes, by which the connection between anchoring element 3 and profile element 6 is spaced from the substrate 8, are also used.
  • a connection between the main body 1 and the profile element 6 is made via a connecting element 7 bent in a U-shaped manner in the
  • the Fig. 2 shows a section through the base body 1 with the device 2 along the line II-II in Fig. 1 ,
  • the substrate 8 is in the illustrated embodiment, the edge region of a bridge.
  • a limiting element according to the invention with one or more devices 2 according to the invention can also be used, for example, on mountain roads, for example in the edge region of bends, especially in serpentines in steeply sloping terrain, or in front of obstacles.
  • the use of a device according to the invention is particularly advantageous where there is insufficient space for a displacement of a limiting element, by means of which the energy of a possible collision can be reduced. So for example, in heavily built-up areas in which the motor vehicle traffic, for example, not far enough from the bicycle and / or pedestrian traffic can be separated.
  • the substrate 8 has a support surface 22.
  • a longitudinal axis 10 of the profile element 6 is preferably, as shown in the drawing, arranged parallel to the support surface 22 of the substrate 8 or support surface 9 of the base body 1.
  • Embodiments in which the profile element 6 is inclined to the ground are also conceivable.
  • the connecting element 7 has in the illustrated embodiment an angle ⁇ of 84 ° to the longitudinal axis 10 of the profile element 6.
  • the show Fig. 1 . 2 and 4 a recess 12 in the base body 1.
  • the anchoring element 3 is fixed in the substrate 8.
  • the profile element 6, which is already connected via the connecting element 7 with the base body 1 are placed over the anchoring element 3.
  • the recess 12 is then sufficient space to put the washer 5 and the nut 4 on the end of the anchoring element 3, which projects through an opening 20 in the connecting element 6, and tighten.
  • Arrows 17, 18 in Fig. 2 show in greatly simplified form possible acting on or in the limiting element forces.
  • the arrow 17 represents the force which acts on the base body 1 in the event of a collision of a vehicle with it. This leads in the consequence of a tilting movement about a rear edge 11. This results in tensile forces represented by the arrow 18, which preferably engage via the connecting element 7 in a central region of the profile element 6, in which the connecting element 7 is connected to the profile element 6.
  • the Fig. 3 shows a front view of a device according to the invention 2.
  • Legs 13 of the connecting element 7 are firmly connected to the base body.
  • the legs 13 may for example be embedded in concrete in a base body 1 made of concrete.
  • the legs 13 could also be welded to the basic body.
  • Fig. 4 an embodiment is shown at an angle ⁇ to the longitudinal axis of the base body 1 aligned profile elements 6.
  • the angle ⁇ is 60 °.
  • the angle should be greater than 45 °, so that a controlled bending of the profile element 6 is ensured to the respective bending axis.
  • the larger the angle ⁇ the stiffer the profile element 6 becomes at a displacement of the main body 1 at right angles to its longitudinal axis and a corresponding deformation of the profile element 6.
  • the profile elements 6 can as in Fig. 4 shown in pairs V-shaped or, if one considers the two middle profile elements 6 as a pair, be arranged in an A-shape.
  • a parallel and to the longitudinal axis of the body 1 obliquely Asked arrangement of all profile elements 6 is also possible as a different number of profile elements, which are inclined in one direction and in the other direction.
  • the bend 14 of the connecting element 7 is aligned at right angles to the longitudinal direction 10 profile element 6.
  • the second, lower pair a possible variant is shown in which the orientation of the connecting element 7 or its bend 14 on the main body 1 and thus the sliding or tilting direction oriented, resulting in a more uniform application of force.
  • the Fig. 5 shows a profile element 6 of Fig. 1 , It can be seen that the opening 20 for the anchoring element 3 in the illustrated embodiment is a slot. This serves initially to allow a defined displacement of the limiting element without great counterforce, to make the system more resilient to the impact of lighter vehicles.
  • the Fig. 6 shows the profile element 6 of Fig. 5 with a connecting element 7 and an anchoring element 3 without the main body 1.
  • the anchoring element 3 is connected by means of a nut 4 and a washer 5 with the profile element 6.
  • the washer 5 helps to make it difficult to tearing the anchoring element 3 with the nut 4 from the profile element 6.
  • the Fig. 7 shows a second embodiment of a profile element 6a.
  • a slot 20b also allows a slight displacement of the delimiting element in the direction of the longitudinal axis 10.
  • the holes 21a, through which the legs 13 of the connecting element 7 protrude, are arranged laterally in the legs of the profile element 6a.
  • the connection of the profile element 6a with the anchoring element 3 and the connecting element 3 can otherwise be analogous to the in Fig. 6 shown embodiment.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (14)

  1. Elément de délimitation de surfaces de circulation, notamment ponts, avec un dispositif (2) pour relier l'élément de délimitation à un support (8), l'élément de délimitation comprenant un corps de base (1) composé pour l'essentiel de béton avec un axe longitudinal dans le sens de la circulation et une surface d'appui (9), le dispositif pour relier au support (8) comportant un élément de liaison (7) relié au corps de base (1), un élément profilé (6) avec une direction longitudinale (10) et un élément d'ancrage (3), l'élément d'ancrage (3), lequel sert à la liaison avec le support (8), étant relié à l'élément profilé (6) et la liaison entre l'élément profilé (6) et l'élément d'ancrage (3) comportant une distance par rapport à la surface d'appui (9), caractérisé en ce que l'élément profilé (6) est relié à l'élément de liaison (7) et est disposé de telle sorte qu'il est déformé lors d'une collision de telle manière qu'il peut absorber une partie considérable de l'énergie se produisant lors de la collision en tant qu'énergie de déformation, la direction longitudinale (10) de l'élément profilé (6) s'étendant à cet effet dans un angle (β) supérieur à 45° par rapport à l'axe longitudinal du corps de base (1) et en ce que l'élément profilé (6) est un rail profilé avec une section en forme de U ou de I, ouverte vers le bas en direction du support (8).
  2. Elément de délimitation selon la revendication 1, caractérisé en ce que l'angle (β) est supérieur à 60°, notamment supérieur à 75° et de préférence d'environ 90°.
  3. Elément de délimitation selon l'une quelconque des revendications 1 et 2, caractérisé en ce que la direction longitudinale (10) de l'élément profilé (6) passe parallèlement à la surface d'appui (9) du corps de base (1).
  4. Elément de délimitation selon l'une quelconque des revendications 1 à 3, caractérisé en ce que la liaison de l'élément profilé (6) avec l'élément d'ancrage (3) et la liaison de l'élément profilé (6) avec l'élément de liaison (7) sont à distance l'un de l'autre dans la direction longitudinale (10) de l'élément profilé (6).
  5. Elément de délimitation selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'élément d'ancrage (3) est disposé dans le tiers, de préférence le quart, de l'élément profilé (6) plus proche d'une surface de circulation délimitée par l'élément de délimitation.
  6. Elément de délimitation selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la liaison de l'élément de liaison (7) avec l'élément profilé (6) est disposée dans un des deux quarts centraux, notamment dans le tiers central, de l'élément profilé (6).
  7. Elément de délimitation selon l'une quelconque des revendications 1 à 6, caractérisé en ce que l'élément d'ancrage (3) enferme dans la zone de liaison avec l'axe longitudinal (10) de l'élément profilé (6), un angle se situant entre 70° et 90°.
  8. Elément de délimitation selon l'une quelconque des revendications 1 à 6, caractérisé en ce que la liaison de l'élément de liaison (7) au corps de base (1) se situe dans la zone de la face de l'élément profilé (6), qui est dans le sens opposé à la surface d'appui (9).
  9. Elément de délimitation selon l'une quelconque des revendications 1 à 8, caractérisé en ce que l'élément de liaison (7) enferme dans la zone de liaison avec l'axe longitudinal (10) de l'élément profilé (6), un angle (α) ≤ 90°, notamment entre 70° et 90°.
  10. Elément de délimitation selon l'une quelconque des revendications 1 à 9, caractérisé en ce que l'élément de liaison (7) comporte pour l'essentiel une forme en U et en ce que les branches (13) de la forme en U sont reliées au corps de base (1) et le coudage (14) de la forme en U forme la liaison avec l'élément profilé (6).
  11. Elément de délimitation selon la revendication 10, caractérisé en ce que l'élément profilé (6) comporte une forme en U et en ce que les branches (13) de l'élément de liaison (7), fermement relié au corps de base (1), sont guidées à travers des trous (21), l'élément de liaison (7) étant suspendu avec le coudage (14) dans l'élément profilé (6).
  12. Elément de délimitation selon l'une quelconque des revendications 1 à 9, caractérisé en ce que l'élément de liaison (7) est pour l'essentiel en forme de barre, comporte au moins un filetage dans une zone tournée vers la surface d'appui (9) et est reliée avec un écrou à l'élément profilé (6).
  13. Elément de délimitation selon l'une quelconque des revendications 1 à 12, caractérisé en ce que le corps de base (1) comporte pour l'essentiel par rapport à l'axe longitudinal du corps de base (1) des faces avant (23) normalement positionnées, et en ce que chaque face avant (23) comporte au moins un élément d'accouplement.
  14. Elément de délimitation selon la revendication 13, caractérisé en ce que chaque face avant (23) comporte au moins une partie en saillie et/ou au moins une cavité, en ce qu'une partie en saillie sur une face avant (23) vient en prise dans une cavité sur une face avant (23) d'un corps de base (1) voisin et en ce que de préférence les parties en saillie et les cavités se trouvent dans la moitié inférieure des corps de base (1), de préférence à une hauteur des éléments profilés (6).
EP13783220.0A 2012-09-27 2013-09-26 Élément de délimitation de surfaces de circulation Active EP2900873B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1054/2012A AT513410A1 (de) 2012-09-27 2012-09-27 Begrenzungselement für Verkehrsflächen
PCT/AT2013/000155 WO2014047667A1 (fr) 2012-09-27 2013-09-26 Élément de délimitation de surfaces de circulation

Publications (2)

Publication Number Publication Date
EP2900873A1 EP2900873A1 (fr) 2015-08-05
EP2900873B1 true EP2900873B1 (fr) 2017-11-08

Family

ID=49488426

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13783220.0A Active EP2900873B1 (fr) 2012-09-27 2013-09-26 Élément de délimitation de surfaces de circulation

Country Status (4)

Country Link
EP (1) EP2900873B1 (fr)
AT (1) AT513410A1 (fr)
ES (1) ES2656503T3 (fr)
WO (1) WO2014047667A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107237257B (zh) * 2017-08-08 2019-04-09 上海应用技术大学 一种预制拼装护栏施工连接方法
DE202018003165U1 (de) * 2018-07-09 2019-10-10 Strabag Ag Fahrbahnbegrenzungssystem
CN110656605A (zh) * 2019-10-10 2020-01-07 岳阳市公路桥梁基建总公司 一种uhpfrc装配式道路防护墙及施工方法
AT522872B1 (de) 2019-11-08 2021-03-15 Rebloc Gmbh Anbauelement zur Montage an einem Leitwandelement eines Fahrzeugrückhaltesystems
AT525304A1 (de) * 2021-07-22 2023-02-15 Delta Bloc Int Gmbh Fahrzeugrückhaltesystem mit einer betonleitwand

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT408555B (de) 1997-12-23 2002-01-25 Stoeckl Josef Leitwandelement für verkehrswege
WO2000065156A1 (fr) * 1999-04-28 2000-11-02 Maba Fertigteilindustrie Gmbh Paroi de guidage pour voies de circulation
AT413712B (de) * 1999-11-30 2006-05-15 Maba Fertigteilind Gmbh Leitwand für verkehrswege
IT1315713B1 (it) * 2000-06-26 2003-03-18 Renton Productions Ltd Barriera di contenimento stradale.
ITRM20040347A1 (it) * 2004-07-13 2004-10-13 Marcello Burzi Elemento di barriera stradale con organi deformabili fra l'elemento ed i bulloni di ancoraggio.
AT507611B1 (de) 2008-11-20 2010-08-15 Mathias Mag Redlberger Verbindungseinrichtung zum verbinden von trennelementen für verkehrsflächen
AT509359B1 (de) * 2010-01-21 2012-02-15 Rebloc Gmbh Trennelement für verkehrsflächen

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
ES2656503T3 (es) 2018-02-27
WO2014047667A1 (fr) 2014-04-03
EP2900873A1 (fr) 2015-08-05
AT513410A1 (de) 2014-04-15

Similar Documents

Publication Publication Date Title
EP2900873B1 (fr) Élément de délimitation de surfaces de circulation
DE102017101589B3 (de) Lose auf dem Boden aufstehende Fahrzeugsperre, Fahrzeugsperreinrichtung und Verfahren zum Abbremsen eines Fahrzeugs mit der Fahrzeugsperre
EP1762660B1 (fr) Dispositif de guidage routier
EP1177348B1 (fr) Paroi de guidage pour voies de circulation
DE202012104881U1 (de) Barriereelement und Barriere aus zumindest zwei miteinander verbundenen Barriereelementen
EP1816263B1 (fr) Dispositif de guidage routier
DE102012104686B4 (de) Terminal für seitlich an Verkehrswegen oder Fahrbahnen angeordnete Rückhaltesysteme bestehend aus Dämpfungsrohren
EP2725139B1 (fr) Clôture de protection contre les jets de pierres
DE202009000423U1 (de) Fahrzeugrückhaltesystem
EP2333159A1 (fr) Glissière de sécurité
DE102007063511B4 (de) Schutzeinrichtung an Verkehrswegen
EP1722037A2 (fr) Dispositif de guidage de la circulation
DE102007024993A1 (de) Fahrzeug-Rückhaltesystem an Verkehrswegen
DE202005006224U1 (de) Anpralldämpfer zum Einsatz vor Hindernissen an Verkehrswegen
DE202010000658U1 (de) Schutzplankenanordnung
EP2312058B1 (fr) Amortisseur de choc doté d'un dispositif d'absorption dynamique
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
DE102006041362B4 (de) Übergangskonstruktion
EP1284325B1 (fr) Element de paroi en béton
DE102008039851B4 (de) Fahrzeugrückhaltesystem
EP2592187B1 (fr) Dispositif de limitation de voie de circulation
DE102011007536A1 (de) Verkehrs-Leit-System mit Aussteifungs-Elementen
EP2952630B1 (fr) Système de retenue de véhicule
DE202012013270U1 (de) Gleitschieneneinrichtung für einen horizontalen Terminal
EP1707677A2 (fr) Dispositif de freinage pour un amortisseur de choc

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

17P Request for examination filed

Effective date: 20150309

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

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20160823

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170301

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAL Information related to payment of fee for publishing/printing deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR3

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTC Intention to grant announced (deleted)
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: REBLOC GMBH

INTG Intention to grant announced

Effective date: 20170804

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Ref country code: AT

Ref legal event code: REF

Ref document number: 944276

Country of ref document: AT

Kind code of ref document: T

Effective date: 20171115

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: 502013008784

Country of ref document: DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2656503

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20180227

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20171108

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: 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: 20171108

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: 20171108

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: 20171108

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: 20180208

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: 20171108

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

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: 20171108

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: 20180209

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: 20180308

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: 20180208

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: 20171108

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: 20171108

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

Effective date: 20171108

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: 20171108

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: 20171108

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: 20171108

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: 20171108

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502013008784

Country of ref document: DE

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: 20171108

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: 20171108

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: 20171108

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 6

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: 20171108

26N No opposition filed

Effective date: 20180809

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: 20171108

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: 20171108

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180930

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: LU

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

Effective date: 20180926

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: 20180926

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

Ref country code: CH

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

Effective date: 20180930

Ref country code: BE

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

Effective date: 20180930

Ref country code: LI

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

Effective date: 20180930

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: 20171108

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: 20171108

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: 20130926

Ref country code: MK

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

Effective date: 20171108

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: 20171108

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230517

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

Ref country code: DE

Payment date: 20250919

Year of fee payment: 13

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

Ref country code: IT

Payment date: 20250923

Year of fee payment: 13

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

Ref country code: GB

Payment date: 20250918

Year of fee payment: 13

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

Ref country code: AT

Payment date: 20250929

Year of fee payment: 13

Ref country code: FR

Payment date: 20250922

Year of fee payment: 13

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

Ref country code: ES

Payment date: 20251028

Year of fee payment: 13

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502013008784

Country of ref document: DE

Representative=s name: SCHNEIDERS & BEHRENDT PARTMBB, RECHTS- UND PAT, DE