EP3088609B1 - Befestigungsanordnung für leitelemente und leitelement - Google Patents

Befestigungsanordnung für leitelemente und leitelement Download PDF

Info

Publication number
EP3088609B1
EP3088609B1 EP16167034.4A EP16167034A EP3088609B1 EP 3088609 B1 EP3088609 B1 EP 3088609B1 EP 16167034 A EP16167034 A EP 16167034A EP 3088609 B1 EP3088609 B1 EP 3088609B1
Authority
EP
European Patent Office
Prior art keywords
guardrail
joint part
anchorage
front wall
aperture
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
EP16167034.4A
Other languages
English (en)
French (fr)
Other versions
EP3088609A1 (de
Inventor
Tero Viljakainen
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.)
Anstar Oy
Original Assignee
Anstar Oy
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 Anstar Oy filed Critical Anstar Oy
Priority to PL16167034T priority Critical patent/PL3088609T3/pl
Publication of EP3088609A1 publication Critical patent/EP3088609A1/de
Application granted granted Critical
Publication of EP3088609B1 publication Critical patent/EP3088609B1/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
    • 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
    • E01F15/088—Details of element connection
    • 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
    • E01F15/10—Continuous barriers extending along roads or between traffic lanes portable, e.g. for temporary use not used

Definitions

  • the object of the invention is a fixing arrangement for fixing concrete guardrail elements to each other at their face-to-face ends.
  • the object of the invention is a guardrail, such as a road guardrail.
  • guardrails Today increasingly more is invested in road safety. Center guardrails to prevent head-on collisions are built on old, narrow, two-lane roads. Swerving off the road is prevented with side guardrails, which often are simultaneously used as noise barriers, especially on new motorways. Furthermore, guardrails are used for improving worktime safety on road construction sites and in the renovation of bridge structures, when employees are protected from road traffic.
  • a conventional guardrail structure has been a horizontally-structured steel profile or steel wire rope, which is fixed at regular intervals to posts driven into the ground.
  • a problem with a steel guardrail is the rigid joint to the post, which joint does not buckle in a collision but instead cuts into the car.
  • a post structure of a steel guardrail for worktime protection, said structure to be driven into the ground, is a system that is too slow because the shape of the guardrail must be able to be changed quickly to meet the needs of the construction site.
  • a conventional solution has been concrete barrier blocks, which are installed consecutively into a line without joints in between them.
  • Modern guardrails are based on experience gained from collision tests. Unlike steel guardrails, a concrete guardrail is installed directly onto the surface of the road or of the shoulder by joining individual guardrail elements to each other with joint parts that allow displacement in the lateral direction. The kinetic energy in a collision is transmitted by friction between the base and the guardrail element as well as by deformations occurring in the joints. The guardrail prevents the car from overturning and being deflected back onto the roadway. The objective is for a car involved in an accident to be guided along the guardrail and stop within a certain distance. In addition, repair of the guardrail, i.e. replacement of the broken elements, on busy roads must be as fast as possible to avoid traffic jams.
  • the aim of this invention is to achieve an improved fixing arrangement for fixing guardrail elements to each other, and an improved guardrail.
  • the aims of the invention are achieved with a fixing arrangement according to claim 1 and with a guardrail according to claim 12.
  • the fixing arrangement according to the invention comprises anchorage parts that are fittable onto the face-to-face ends of the guardrail elements to be joined, and a joint part that is fittable into the anchorage parts.
  • Each anchorage part comprises two side walls, between which the joint part is fittable, and a roof connecting the side walls, on the underside of which roof is arranged a support member, behind which the joint part is fittable.
  • the anchorage part comprises a front wall to which the side walls are connected.
  • the front wall has an aperture via which the joint part is fittable into the anchorage part between the side walls.
  • the joint part comprises a hole, into which a pin is fittable, the pin being fitted to rest on the front wall of the anchorage part when the joint part is pushed into the anchorage part.
  • the joint between the guardrail elements can be quickly and easily assembled and disassembled, owing to which the guardrail can be installed quickly and the guardrail elements can be quickly replaced.
  • the joint between the anchorage part and the joint part is not rigid, but instead there is a clearance between the parts, in which case the parts are able to move in relation to each other in a collision situation. This binds the collision energy and therefore dampens the collision.
  • a locking means is arranged in the front wall of the anchorage part for fixing the joint part to the anchorage part.
  • the locking means can be fitted on the aperture of the front wall and under the joint part when the protrusion of the joint part is fitted into position behind the support member.
  • the locking means can be e.g. a bendable plate or tongue, which is fixed to the front wall. This speeds up the fixing of the joint part to the anchorage part.
  • a bendable locking means flexes in a collision situation, which binds the collision energy and therefore dampens the collision.
  • the joint part comprises a hole, into which a pin is fittable, the pin being fitted to rest on the front wall of the anchorage part when the joint part is pushed into the anchorage part.
  • the joint part comprises two bulges, at the point of which the width of the joint part is larger than the aperture of the front wall.
  • the bulges are quite close to the side walls of the anchorage part, in which case in a collision situation the bulges come into contact with the side walls and/or the front wall, which increases the rigidity of the guardrail joint.
  • narrowing means between which the joint part is fittable, and the distance between which narrowing means is smaller than the width of the aperture of the front wall of the anchorage part, but greater than the thickness of the joint part. In a collision situation the joint part comes into contact with the narrowing means, which also increases the rigidity of the guardrail joint.
  • Fig. 1 shows a guardrail, such as a road guardrail, which comprises at least two guardrail elements 7, which are joined to each other at their face-to-face ends 17 with a fixing arrangement, which comprises anchorage parts 1 arranged onto the face-to-face ends 17 of the guardrail elements 7 and a joint part 5, which is fitted into the anchorage parts 1.
  • a fixing arrangement which comprises anchorage parts 1 arranged onto the face-to-face ends 17 of the guardrail elements 7 and a joint part 5, which is fitted into the anchorage parts 1.
  • an anchorage part 1 On the ends of each guardrail element 7 to be connected is an anchorage part 1.
  • the height (H) of a guardrail element 7 is 900-1100 mm and the length (L) is 4000-6000 mm.
  • Between guardrail elements 7 is a seam 16.
  • the guardrail element 7 is manufactured from concrete or from some other material suited to the purpose. If the guardrail element 7 is concrete, the anchorage part 1 can be situated in the desired location in the mold before casting the guardrail element 7. The anchorage part 1 can be fixed to the mold with fixing methods that are per se known in the art, such as with nails, screws, a magnet or by means of a support member.
  • Figs. 2-7 The structure of the anchorage part 1 and the joint part 5 are described in more detail in Figs. 2-7 . Invisible parts are shown with dashed lines to facilitate understanding. For the sake of clarity the joint part 5 in Fig. 7 is shown with an unbroken line.
  • the anchorage part 1 is manufactured from a material suited to the purpose, e.g. from steel.
  • the anchorage part 1 comprises two face-to-face side walls 3, which are disposed at a distance from each other.
  • a joint part 5 is fittable between the side walls 3.
  • the anchorage part 1 comprises a roof 14, which connects the side walls 3.
  • the roof 14 forms the top surface of the anchorage part 1.
  • the anchorage part 1 also comprises a front wall 2, which connects the side walls 3.
  • the front wall 2 is connected to the roof 14.
  • In the front wall 2 is a vertical aperture 12, via which the joint part 5 can be fitted into the anchorage part 1.
  • the aperture 12 is elongated.
  • the aperture 12 is open from below.
  • the front wall 2 is transverse to the guardrail element 7.
  • the side walls 3 are connected to the front wall 2, e.g. to the rear surface of the front wall 2.
  • the front wall 2 can be arranged between the side walls 3.
  • the width of the front wall 2 is greater than the distance between the side walls 3.
  • the bottom part of the anchorage part 1 is open.
  • the anchorage part 1 comprises a rear wall 15, which connects the side walls 3. Also the rear wall 15 is connected to the roof 14. The rear wall 15 is opposite the front wall 2.
  • the rear wall 15 can be transverse to the guardrail element 7 or curved, as in the embodiment of the drawings.
  • the side walls 3 and rear wall 15 can be formed from a single plate, e.g. a steel plate that is bent into a U-shape. In this case the parallel sides of the U-shape function as front walls 3 and the part in between them as a rear wall.
  • the side walls 3 and the rear wall 15 can be separate parts.
  • the front wall 2, side walls 3 and rear wall 15 form a box-type structure.
  • the roof 14 fully or partly covers the area bounded by the front wall 2, side walls 3 and rear wall 15.
  • the front wall 2, side walls and rear wall are connected to the roof 14.
  • the roof 14 is as wide as the front wall 2.
  • the front wall 2 and the roof 4 are formed from a single plate, e.g. a steel plate, which is bent to the desired angle at the border point of the roof 14 and the front wall 2, typically to an angle of 90 degrees.
  • the roof and the front wall 2 can be separate parts.
  • the anchorage part 1 comprises a support member 9, behind which (i.e. in the space 19 between the support member 9 and the rear wall 15) the joint part 5 is fittable for joining the guardrail elements 7 to each other.
  • the support member 9 is arranged on the underside of the roof 14.
  • the top part of the front wall 2 forms a support member 9.
  • the aperture 12 of the front wall 2 extends in the vertical direction a distance (d) from the bottom surface of the roof 14, in which case the part of the front wall 2 between the top edge of the aperture 12 and the bottom surface of the roof 14 forms a support member 9.
  • the distance (d) between the top edge of the aperture 12 and the bottom surface of the roof in the vertical direction is at least 10 mm, typically 25-40 mm.
  • the thickness of the front wall 2 is typically 8-15mm.
  • the anchorage part 1 can be provided with a separate support member 9.
  • the support member 9 can be fitted between the side walls 3.
  • the support member 9 can be a stiffener, such as a bar that is rectangular or square in its cross-sectional shape, behind which (i.e. in the space 19 between the support member 9 and the rear wall 15) the joint part 5 is fittable for joining the guardrail elements 7 to each other.
  • the support member 9 extends from one side wall to the other side wall.
  • the support member 9 is fixed to the side walls 3 and/or to the roof 14 and/or to the front wall 2.
  • the joint part 5 is formed from one or more plate-shaped parts.
  • the joint part 5 comprises two protrusions 8, which are fittable into the spaces 19 behind the support members 9.
  • the space 19 is between the support member 9 and the rear wall 15.
  • the protrusions 8 are on the top corners of the joint part 5.
  • the protrusions 8 are at a distance from each other and between them is an recess 6.
  • the distance between the protrusions 8, i.e. the width of the recess 6, is selected in such a way that the installed guardrail elements 7 are at the desired distance from each other.
  • the protrusions 8 are against the support members 9, in which case the support members 9 prevent the joint part 5 from coming out of the anchorage parts 1. In this way the detachment of the ends of the guardrail elements 7 from each other can be prevented.
  • the protrusions 8 are narrower than the aperture 12 of the front wall 2, in which case they can if necessary be fitted into the anchorage part 1 via the aperture 12.
  • the joint part 5 comprises two bulges 10.
  • the width of the joint part 5 at the point of the bulges 10 is greater than the width of the aperture 12.
  • the bulge 10 can be fitted into the anchorage part 1 by bringing the bulge 10 into the groove 11 below the side wall 3 and by lifting the joint part 5 upwards in such a way that the bulge 10 displaces between the side walls 3 to behind the front wall 2.
  • the bulges 10 are on the bottom corners of the joint part 5.
  • the inner edges of the bulges 10 are at the same point in the vertical direction as the inner edges of the protrusions 8. Therefore the distance between the bulges 10 is equal to the distance between the protrusions 8.
  • the bulge 10 extends to both sides of the joint part 5.
  • the bulge 10 comes into contact with the side walls 3 and/or the front wall 2, and therefore increases the rigidity of the guardrail joint.
  • the distance between the side walls 3 at the point of the bulges 10 is at most 5 mm greater than the thickness of the joint part 5 at the point of the bulges 10.
  • the joint part 5 is a hole 18, into which a pin or corresponding (not shown in the drawings) is be fitted, the pin being adapted to rest on the front wall 2 of the anchorage part 1 when the joint part 5 is fixed into the anchorage part 1. In this way movement of the joint part 5 to inside the anchorage part 1 in the longitudinal direction of the guardrail element 7 can be limited.
  • the free protrusion 8 the protrusion 8 that is not installed in the anchorage part of the second guardrail element of the joint part 5 fixed to the anchorage part 1 can be kept at the desired distance from the anchorage part 1, in which case the anchorage part 1 of the second guardrail element 7 can be lowered into its position on top of the free protrusion 8.
  • the hole 11 is made in the bottom part of the joint part 5, e.g. between the bulges 10.
  • the hole 18 is at least the distance of the thickness of the front wall 2 from the bulge 10.
  • the anchorage part 1 comprises a locking means 20 for fixing the joint part 5 into the anchorage part 1 in the vertical direction.
  • the locking means 20 has two positions: a locking position, in which the locking means 20 is on the aperture 12 of the front wall 2 and under the joint part 5 and they therefore prevent movement of the joint part 5 downwards, and a release position, in which the joint part 5 is able to move downwards in the anchorage part 1.
  • the locking means 20 is arranged on the front wall 2.
  • the locking means 20 can be turned, bent or slid under the joint part 5 when the protrusion 8 of the joint part 5 is fitted into position behind the support member 9.
  • the locking means 20 is fixed at one of its ends next to the aperture 12 of the front wall 2 and the other end of the locking means is free.
  • the locking means 20 can be fixed to the front wall 2 by welding, with a screw or in some other manner suited to the purpose.
  • the locking means 20 can be a bendable tongue or plate, such as a sheet steel plate, an arm or corresponding. In this case the locking means 20 can be bent, e.g. by hand or by means of a tool, from the release position into the locking position and vice versa.
  • the locking means 20 can be hinged, or fastened to the front wall 2 in a manner permitting turning, in which case it can be turned between the release position and the locking position.
  • the locking means can comprise horizontal rails fastened to the front wall 2 to both of the aperture 12, along which the locking means can be moved between the release position and the locking position.
  • the anchorage part 1 comprises bars 13, such as reinforcement bars, which transmit the collision forces into the reinforcement of the guardrail element 7 and onwards into the next guardrail elements 7 of the road guardrail.
  • bars 13 of the upper pair are fixed to the corner between the outer surfaces of the side walls 3 and the roof 14.
  • the bars 13 of the lower pair are fixed to the outer surfaces of the side walls 3 at the same height as the bulge 10 of the joint part 5, when the joint part 5 is in its position in the anchorage part 1. In this case collision forces are transmitted from the bulge 10 directly into the bars 13.
  • the bars 13 are horizontal, i.e. extend in longitudinal direction of the guardrail element 7.
  • the bars 13 are also used for fixing the anchorage part 1 to the guardrail part 7.
  • a narrowing means 21 is arranged below the support member 9.
  • the narrowing means 21 are arranged at the same height.
  • the narrowing means 21 are arranged at the same point in the longitudinal direction of a guardrail element 7.
  • the joint part 5 is between the narrowing means 21 when it is installed into position in the anchorage part 1.
  • the narrowing means 21 can be situated on the front edges of the side walls 3 behind the front wall 2.
  • the distance between the narrowing means 21 is smaller than the width of the aperture 12, but greater than the thickness of the point of the joint part 5 to be fitted between the narrowing means 21.
  • the narrowing means 21 can be e.g. plates of the desired thickness, which are fixed by welding to the side walls 3. In a collision situation the narrowing means 21 come into contact with the joint part 5 and therefore increase the rigidity of the guardrail joint.
  • the distance between the narrowing means 21 is at most 5 mm greater than the thickness of the joint part 5 at the point of the narrowing means 21.
  • a vertical groove 11 On the end of a guardrail element 7 below the anchorage part 1 is a vertical groove 11.
  • the groove 11 is at the same point as the vertical aperture 12 that is in the front wall 2 of the anchorage part 1.
  • the groove 11 is open from below.
  • the guardrail elements 7 are joined to each other in the following manner.
  • the first guardrail element 7 is placed into position on a mounting base.
  • the pin is fitted through the hole 18 of the joint part 5.
  • the joint part 5 is brought to the anchorage part 1 to below the groove 11 and the joint part 5 is lifted upwards, in which case the protrusion 8 goes into the space 19 behind the support member 9.
  • the bulge 10 displaces between the side walls 3 to behind the front wall 2.
  • the locking means 20 is shifted into the locking position on the aperture 12 of the front wall and under the joint part 5. In the embodiment of the drawings this is done by bending the locking means 20.
  • the bottom edge of the joint part 5 is against the locking means 20, in which case movement of the joint part 5 downwards in the anchorage part 1 is prevented. If the joint part 5 moves deeper into the joint part 1, the pin in the hole 18 comes against the front wall 2 and thus keeps the second protrusion 8 of the joint part 5 at a sufficient distance from the anchorage part 1 for installation of the second guardrail element 7. In this case the anchorage part 1 of the second guardrail element 7 can be lowered directly onto the joint part 5 in such a way that the second protrusion 8 goes into position behind the support member 9 of the anchorage part.
  • the second protrusion 8 of the joint part 5 is fitted into the anchorage part 1 of the second guardrail element. This occurs in such a way that the second guardrail element 7 is lifted over the first guardrail element 7 in such a way that the anchorage part 1 of the second guardrail element is above the second protrusion 8 of the joint part 5.
  • the second protrusion 8 of the joint part is in the groove 11 of the end of the second guardrail element.
  • the locking means 20 of the second anchorage part 1 can, if necessary, be turned to the side of the front wall 2, in which case it does not interfere with the installation.
  • the second guardrail element 7 is lowered downwards, in which case the joint part 5 goes into the anchorage part 1 of the second guardrail element via the aperture 12.
  • the second guardrail element 7 is lowered farther downwards, in which case the second protrusion 8 of the joint part 5 goes behind the support member 9 of the anchorage part of the second guardrail element, i.e. into the space 19 between the support member 9 and the rear wall 15. At the same time the second bulge 10 displaces between the side walls 3 to behind the front wall 2.
  • the second guardrail element 7 is lowered onto the mounting base and at the same time it is ensured that the distance between the ends 17 of the guardrail elements 7 is of the desired magnitude.
  • the seam 16 between guardrail elements 7 can be jointed with conventional methods.
  • guardrail elements of the guardrail can be joined in a corresponding manner to the first and/or second guardrail elements 7, i.e. the joint part 5 is installed and fixed into position in the anchorage part 1 of a guardrail element and the next guardrail element is lowered into position on top of the joint part 5.

Landscapes

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

Claims (13)

  1. Befestigungssystem zum aneinander Befestigen von Betonleitplankenelementen (7), wobei das Befestigungssystem umfasst: Verankerungsteile (1), die auf die stirnseitigen Enden (17) der zusammenzusetzenden Leitplankenelemente (7) plazierbar sind und ein Verbindungsteil (5), das in den Verankerungsteilen (1) plazierbar ist,
    wobei jedes Verankerungsteil (1) zwei Seitenwände (3) umfasst, zwischen denen ein Verbindungsteil (5) plazierbar ist, und ein die Seitenwände (3) verbindendes Dach (14), wobei auf der Unterseite dieses Daches ein Stützglied (9) angeordnet ist, hinter dem das Verbindungsteil (5) plazierbar ist, und
    wobei das Verankerungsteil (1) eine Vorderwand (2) umfasst, die mit den Seitenwänden (3) verbunden ist, wobei die Vorderwand eine Öffnung (12) besitzt, durch die das Verbindungsteil (5) in das Verankerungsteil (1) zwischen den Seitenwänden (3) plazierbar ist,
    dadurch gekennzeichnet, dass das Verankerungsteil (5) eine Ausnehmung (18) umfasst, in der ein Stift plazierbar ist, wobei der Stift angepasst ist, auf der Vorderwand (2) aufzuliegen, wenn das Verbindungsteil (5) in das Verankerungsteil (1) gedrückt wird.
  2. Befestigungssystem nach Anspruch 1, dadurch gekennzeichnet, dass ein Verbindungsteil (5) zwei Vorsprünge (8) umfasst, die hinter dem Stützglied (9) des Verankerungsteils (1) der stirnseitigen Enden der Leitplankenelemente (7) plazierbar sind.
  3. Befestigungssystem nach Anspruch 1, dadurch gekennzeichnet, dass ein Verriegelungsmittel (20) in der Vorderwand (2) zum Befestigungen des Verbindungsteils (5) am Verankerungsteil (1) angeordnet ist.
  4. Befestigungssystem nach Anspruch 3, dadurch gekennzeichnet, dass das Verriegelungsmittel (29) in die Öffnung (12) und unter dem Verbindungsteil (5) einsetzbar ist, wenn der Vorsprung (8) des Verbindungsteils in Position hinter dem Stützglied (5) gebracht ist.
  5. Befestigungssystem nach Anspruch 4, dadurch gekennzeichnet, dass das Verriegelungsmittel (20) in die Öffnung (12) einbieg-, dreh- oder schiebbar ist.
  6. Befestigungssystem nach Anspruch 5, dadurch gekennzeichnet, dass ein Ende des Verriegelungsmittels (29 an der Vorderwand (2) befestigbar und das andere Ende frei ist, und dass das Verriegelungsmittel in die Öffnung (12) einbiegbar ist.
  7. Befestigungssystem nach Anspruch 6, dadurch gekennzeichnet, dass das Verriegelungsmittel eine Zunge, eine Platte oder einen Arm umfasst, die verbiegbar.
  8. Befestigungssystem nach Anspruch 1, dadurch gekennzeichnet, dass das Verbindungsteil (5) zwei Wölbungen (10) umfasst, die breiter als die Öffnung der Vorderwand (2) sind und die hinter den stirnseitigen Vorderwänden (2) des Verankerungsteils (1) zwischen den Seitenwänden (3) plazierbar sind.
  9. Befestigungssystem nach Anspruch 8, dadurch gekennzeichnet, dass sich befestigt an der äußeren Oberfläche einer oder beider Seitenwände (3) eine Tragstange (13) zum Befestigen des Verankerungsteils (1) am Leitplankenelement (7) befindet, und dass sich die Wölbung (10) des Verbindungsteils (5) in der selben Höhe wie die Tragstange (13) befindet, wenn das Verbindungsteil (5) in seiner Position im Verankerungsteil (1) installiert ist.
  10. Befestigungssystem nach Anspruch 1, dadurch gekennzeichnet, dass sich die obere Kante der Öffnung (12) der Vorderwand (2) in einem Abstand (d) von der Bodenoberfläche des Daches (14) befindet, wobei das Teil der Vorderwand (2) zwischen der oberen Kante der Öffnung (12) und dem Dach (14) ein Stützglied (9) bildet.
  11. Befestigungssystem nach irgendeinem der vorstehenden Ansprüche, dadurch gekennzeichnet, dass auf der inneren Oberläche jeder Seitenwand (3) des Verankerungsteils (1) ein Verengungsmittel (21) unter dem Stützglied (9) angeordnet ist, wobei zwischen dem Verengungsmittel (21) ein Verbindungsglied (5) platzierbar ist, und der Abstand zwischen dem Verengungsmittel (21) kleiner ist als die Breite der Öffnung (12) aber größer als die Dicke des Verbindungsteils (5) am Punkt des Verengungsmittels (21) ist.
  12. Leitplanke, welche umfasst wenigstens zwei Betonleitplankenelemente (7), die aneinander ein ihren Enden verbunden sind, dadurch gekennzeichnet, dass die Betonleitplankenelemente (7) aneinander an ihren stirnseitigen Enden (17) mit einem Befestigungssystem nach irgendeinem der vorstehenden Ansprüche 1-11 befestigt sind, in dem die Gehäuseverankerungsteile (1) in den stirnseitigen Enden der Leitplankenelemente (7), angeordnet sind, wobei in den Verankerungsteilen ein Verbindungsteil (5) platziert ist.
  13. Leitplanke nach Anspruch 12, dadurch gekennzeichnet, dass sich an einem Ende eines Leitplankenelementes (7) unter dem Verankerungsteil (1) eine vertikale Nut (11) befindet.
EP16167034.4A 2015-04-27 2016-04-26 Befestigungsanordnung für leitelemente und leitelement Active EP3088609B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16167034T PL3088609T3 (pl) 2015-04-27 2016-04-26 Układ mocowania do mocowania elementów barierowych, oraz bariera

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI20155308A FI128718B (fi) 2015-04-27 2015-04-27 Kiinnitysjärjestely kaide-elementtien kiinnittämiseksi ja kaide

Publications (2)

Publication Number Publication Date
EP3088609A1 EP3088609A1 (de) 2016-11-02
EP3088609B1 true EP3088609B1 (de) 2018-02-07

Family

ID=56464001

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16167034.4A Active EP3088609B1 (de) 2015-04-27 2016-04-26 Befestigungsanordnung für leitelemente und leitelement

Country Status (4)

Country Link
EP (1) EP3088609B1 (de)
FI (1) FI128718B (de)
LT (1) LT3088609T (de)
PL (1) PL3088609T3 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107393341A (zh) * 2017-07-31 2017-11-24 湖北工业大学 一种城市智能可移动的能预警疏导的道路交通隔离栏及控制方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0641893B1 (de) * 1993-09-07 1997-08-06 Peter Rausch Betonleitwand
US7540472B2 (en) * 2007-05-10 2009-06-02 Suncor Stainless, Inc. Rail and ramp systems with adjustable fittings
FI128216B (fi) * 2009-04-03 2019-12-31 Rudus Betonituote Oy Ajotien reunaan tai kaistoja erottamaan asetettava kaide sekä menetelmät kaide-elementtien kiinnittämiseksi toisiinsa ja irrottamiseksi toisistaan
FR3022566B1 (fr) * 2014-06-20 2020-07-17 Eurovia Barriere modulaire de securite pour voie de circulation

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
LT3088609T (lt) 2018-07-25
FI128718B (fi) 2020-10-30
EP3088609A1 (de) 2016-11-02
FI20155308A (fi) 2016-10-28
PL3088609T3 (pl) 2018-09-28

Similar Documents

Publication Publication Date Title
CA2879761C (en) Interlocking highway barrier structure
EP1650351B1 (de) Steher für Leiteinrichtung
GB2467411A (en) Footing for a post
EP1766141B1 (de) Strassenleitplanke
KR101638093B1 (ko) 힌지 거동형 ｐｃ 벽체를 이용한 라멘교 및 이 시공 방법
KR101695413B1 (ko) 탄성힌지로 거동하는 공장제작형 소켓부재를 이용한 라멘교 및 이를 이용한 라멘교 시공방법
CA2634087C (en) Improved interlocking highway structure
EP3088609B1 (de) Befestigungsanordnung für leitelemente und leitelement
KR20110002260U (ko) 서포터의 사용성이 개선된 보 거푸집용 지지어셈블리
FI128216B (fi) Ajotien reunaan tai kaistoja erottamaan asetettava kaide sekä menetelmät kaide-elementtien kiinnittämiseksi toisiinsa ja irrottamiseksi toisistaan
JP6166005B1 (ja) 道路橋地覆拡幅ユニット
US20110031456A1 (en) Vehicle restraint system
FI12035U1 (fi) Kiinnitysjärjestely kaide-elementtien kiinnittämiseksi ja kaide
JP5140748B2 (ja) コンクリート擁壁と防護柵と車輪誘導柵の複合施設
EP2894257B1 (de) Schutzsystem zur vermeidung von hindernissen in strassengräben
FI126295B (fi) Kaide
KR102007769B1 (ko) 전이구간용 보강유닛
EP3887614B1 (de) Stahlträger und stützanordnung zum stützen eines stahlträgers an einer konsole
JP6376021B2 (ja) 剛性防護柵への外装板の取り付け構造
CZ30383U1 (cs) Distanční díl pro záchytné systémy, zejména na silnice a mosty, a záchytný systém s tímto distančním dílem
EP2746461B1 (de) Leitplankenträger
JP4365744B2 (ja) ガードレール支柱構造物
KR20150075423A (ko) 방호울타리용 지주 및 이를 구비하는 방호울타리
IT202100015191A1 (it) Barriera stradale
KR101172894B1 (ko) 확장 도로

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: 20170427

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

17Q First examination report despatched

Effective date: 20170523

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170929

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): 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

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 968859

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180215

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602016001580

Country of ref document: DE

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180207

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 968859

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180207

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: E015513

Country of ref document: EE

Effective date: 20180504

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

Effective date: 20180207

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: 20180207

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: 20180207

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: 20180507

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: 20180207

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20180508

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: 20180607

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: 20180207

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: 20180207

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: 20180507

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: 20180207

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: 20180207

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: 20180207

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602016001580

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: 20180207

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: 20180207

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: 20180207

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: 20180207

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: 20180207

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: BE

Ref legal event code: MM

Effective date: 20180430

26N No opposition filed

Effective date: 20181108

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: DE

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

Effective date: 20181101

Ref country code: LU

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

Effective date: 20180426

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: 20180430

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: 20180207

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

Ref country code: FR

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

Effective date: 20180430

Ref country code: IE

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

Effective date: 20180426

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: CH

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

Effective date: 20190430

Ref country code: MT

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

Effective date: 20180426

Ref country code: LI

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

Effective date: 20190430

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: 20180207

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: 20180207

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 NON-PAYMENT OF DUE FEES

Effective date: 20180207

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: 20160426

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

Effective date: 20200426

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: 20200426

REG Reference to a national code

Ref country code: EE

Ref legal event code: HC1A

Ref document number: E015513

Country of ref document: EE

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

Effective date: 20230519

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

Ref country code: LT

Payment date: 20230420

Year of fee payment: 8

Ref country code: EE

Payment date: 20230425

Year of fee payment: 8

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

Ref country code: SE

Payment date: 20230417

Year of fee payment: 8

Ref country code: PL

Payment date: 20230414

Year of fee payment: 8

Ref country code: LV

Payment date: 20230417

Year of fee payment: 8

Ref country code: FI

Payment date: 20230418

Year of fee payment: 8