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EP3739125B1 - Amortisseur de chocs pour voies de circulation - Google Patents

Amortisseur de chocs pour voies de circulation Download PDF

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Publication number
EP3739125B1
EP3739125B1 EP19188537.5A EP19188537A EP3739125B1 EP 3739125 B1 EP3739125 B1 EP 3739125B1 EP 19188537 A EP19188537 A EP 19188537A EP 3739125 B1 EP3739125 B1 EP 3739125B1
Authority
EP
European Patent Office
Prior art keywords
impact attenuator
set forth
profile
plate
impact
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
EP19188537.5A
Other languages
German (de)
English (en)
Other versions
EP3739125A1 (fr
Inventor
Karl Urlberger
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.)
SPS Schutzplanken GmbH
Original Assignee
SPS Schutzplanken 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 SPS Schutzplanken GmbH filed Critical SPS Schutzplanken GmbH
Publication of EP3739125A1 publication Critical patent/EP3739125A1/fr
Application granted granted Critical
Publication of EP3739125B1 publication Critical patent/EP3739125B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E01F15/14—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 specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145—Means for vehicle stopping using impact energy absorbers
    • E01F15/146—Means for vehicle stopping using impact energy absorbers fixed arrangements

Definitions

  • the invention relates to a crash cushion for traffic routes.
  • Such impact absorbers as in DE202005006224U have been known in the art for many years and are used for road safety, especially at junctions.
  • the impact damper is intended to provide protection both in frontal approaches and in the event of an impact from the side, with damping and the reduction of kinetic energy in particular being important for frontal approaches, and the guided return to the roadway for side impacts.
  • the impact damper rotates in sections in order to encourage the motor vehicle to be returned to the roadway.
  • the problem here is that a pivot point has to be provided for the impact damper, which is supported on the ground, ie the roadway floor. This is only possible if the subsurface technically allows this and the country-specific regulations do not prohibit a correspondingly heavy processing of the subsurface.
  • the object of the invention is to provide an impact absorber that can be installed independently of the ground.
  • an impact damper with a plurality of damping elements is proposed, which are at least partially arranged on a plate which is movably attached to a roadway and rotatable about a pivot point.
  • an anchor plate is provided which is fastened in the roadway floor and determines the pivot point for the plate.
  • the anchor plate By using the anchor plate, the excavations or holes to be provided in the subsurface are significantly smaller.
  • the anchor plate is preferably only anchored in the ground with pegs and provides support and the pivot point for the entire impact absorber. The processing of the subsurface is thus significantly reduced.
  • the plate with the damping elements located on it is arranged on the anchor plate.
  • the plate and anchor plate overlap, but their respective outer edges can be spaced from one another.
  • a single damping element is provided which coaxially surrounds the sleeve and which forms an impact point for vehicles impacting frontally at the free end of the impact absorber.
  • the impact damper provides that the pivot point is implemented via a sleeve with a profile arranged therein.
  • the profile is preferably welded to the anchor plate.
  • a double-T profile is selected as the profile, the free ends of the two T-legs being able to be closed by rounded metal sheets.
  • the free ends of the two T-legs are preferably aligned in the direction of travel.
  • the sleeve In the case of the impact damper, provision is also made for the sleeve to be connected, preferably welded, to the plate which carries the damping elements. In the event of a side impact, the plate rotates with the sleeve around the profile forming the pivot point. The anchor plate remains immovably fixed in the ground or subsurface.
  • the sleeve and the profile are closed by a cover to prevent them from being lifted off, so that a detachment of the plate with the sleeve from the anchor plate is prevented.
  • the cover is preferably screwed to the anchor plate.
  • an embodiment of the impact absorber is characterized in that a circumferential distance is provided between the sleeve and the profile.
  • the sleeve and the profile have such a limited vertical height that they can be driven over by motor vehicles.
  • the anchor plate and the pivot point are arranged at an end of the impact absorber pointing in the direction of travel and / or opposite to the direction of travel. This means that vehicles approaching frontally must be able to drive over the pivot point, i.e. the profile and the sleeve, in order to then drive against the damping elements.
  • the vertical height of the sleeve and profile is therefore designed to be lower than the clear height of the motor vehicle approved for use on the road.
  • the plate is designed to taper conically at its end and covers the anchor plate exclusively with the tapered section. The four corners of the anchor plate are thus exposed.
  • the damping elements are designed in particular as at least one row of damping tubes.
  • the damping tubes are furthermore preferably in double rows, that is to say there are two damping tubes next to one another in a row one behind the other.
  • the invention also comprises a crash damper arrangement with a crash damper described above, to which the crash damper is directly adjoined by a connecting structure for a further protective device.
  • FIG. 1 shows, by way of example, a schematic example of an embodiment as a top view of an impact absorber arrangement 50 with an impact absorber 1, viewed in the direction of travel X, and an adjoining construction 11 for a further protective device.
  • the impact damper 1 comprises a row of two damping tubes 10 which are arranged next to one another and which are fastened to the plate 2.
  • a single damping tube 10 ' is positioned with a diameter that is larger than that of the other damping tubes 10.
  • the damping tubes 10 On the ground or subsurface 25 is the anchor plate 3 with a plurality of fastening means, preferably designed as pegs 7 fixed.
  • the plate 2 partially overlaps the anchor plate 3 with its tapered end.
  • the pivot point 4 In the overlap area on the anchor plate 3 is the pivot point 4 for the plate 2 and the damping elements 10 positioned thereon in series and next to one another.
  • the pivot point 4 is formed by the profile 5 welded to the anchor plate 3 in the form of a double-T profile, as in Figure 3 shown.
  • the profile 5 is enclosed at a distance from the sleeve 6, which is welded to the plate 2.
  • the plate 2 can rotate with the sleeve 6 around the profile 5 and the impact damper 1 can move laterally in the area adjoining the pivot point 4, as it is indicated by the arrows Y2.
  • the plate 2 remains firmly attached to the base 25 with the anchor plate 3. The evasive movement contributes to the return of the side impact motor vehicle back onto the roadway.
  • a cover 12 is also provided on the sleeve 5, as in FIG Figure 2 , but not in Figure 3 shown.
  • the cover 12 covers the profile 5 and the sleeve 6 and is screwed to the anchor plate 3 via the screws 19.
  • the plate 2 is thus also fixed indirectly to the anchor plate 3.
  • the sleeve 6 and the profile 5 are limited in terms of their vertical height H relative to the ground 25 in such a way that they can be driven over by motor vehicles.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Vibration Dampers (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Claims (13)

  1. Atténuateur de chocs (1), comprenant une pluralité d'éléments atténuateurs qui sont disposés au moins en partie sur une plaque (2) qui est fixée de manière à pouvoir tourner autour d'un point pivot (4) en étant mobile par rapport à une chaussée, caractérisé en ce qu'une plaque d'ancrage (3) fixée dans le sol de la chaussée est prévue qui détermine le point pivot (4) pour la plaque (2) dotée de la pluralité d'éléments atténuateurs.
  2. Atténuateur de chocs, selon la revendication 1, caractérisé en ce que la plaque d'ancrage (3) est fixée dans le sous-sol.
  3. Atténuateur de chocs, selon l'une quelconque des revendications précédentes, caractérisé en ce que la plaque (2) est disposée sur la plaque d'ancrage (3).
  4. Atténuateur de chocs, selon l'une quelconque des revendications précédentes, caractérisé en ce que le point pivot (4) est réalisé par une douille (6) dotée d'un profilé (5) disposé dans celle-ci.
  5. Atténuateur de chocs, selon la revendication 4, caractérisé en ce que le profilé (5) est relié à la plaque d'ancrage (3).
  6. Atténuateur de chocs, selon l'une quelconque des revendications précédentes 4 à 5, caractérisé en ce que le profilé (5) présente un profilé en T double.
  7. Atténuateur de chocs, selon l'une quelconque des revendications précédentes 4 à 6, caractérisé en ce que la douille (6) est reliée à la plaque (2).
  8. Atténuateur de chocs, selon l'une quelconque des revendications précédentes 4 à 7, caractérisé en ce que la douille (6) et le profilé (5) sont fermés par un couvercle (12) pour éviter tout décollement.
  9. Atténuateur de chocs, selon l'une quelconque des revendications précédentes 4 à 8, caractérisé en ce qu'un intervalle est prévu entre la douille (6) et le profilé (5).
  10. Atténuateur de chocs, selon l'une quelconque des revendications précédentes 4 à 9, caractérisé en ce que la douille (6) et le profilé (5) présentent une hauteur verticale limitée de telle sorte qu'elle peut être franchie par des véhicules automobiles.
  11. Atténuateur de chocs, selon l'une quelconque des revendications précédentes, caractérisé en ce que la plaque d'ancrage (3) est disposée à une extrémité de l'atténuateur de chocs (1) orientée dans le sens de la marche ou à l'opposé du sens de la marche.
  12. Atténuateur de chocs, selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments atténuateurs sont réalisés sous la forme d'au moins une rangée d'atténuateurs tubulaires (10).
  13. Agencement d'atténuateurs de chocs (50), comprenant un atténuateur de chocs (1) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'une construction de raccordement pour un équipement de protection (11) supplémentaire est directement adjacente à l'atténuateur de chocs (1).
EP19188537.5A 2019-05-17 2019-07-26 Amortisseur de chocs pour voies de circulation Active EP3739125B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202019102802 2019-05-17
DE202019103726.1U DE202019103726U1 (de) 2019-05-17 2019-07-08 Anpralldämpfer für Verkehrswege

Publications (2)

Publication Number Publication Date
EP3739125A1 EP3739125A1 (fr) 2020-11-18
EP3739125B1 true EP3739125B1 (fr) 2021-07-14

Family

ID=67623029

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19188537.5A Active EP3739125B1 (fr) 2019-05-17 2019-07-26 Amortisseur de chocs pour voies de circulation

Country Status (2)

Country Link
EP (1) EP3739125B1 (fr)
DE (1) DE202019103726U1 (fr)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4452431A (en) * 1982-05-19 1984-06-05 Energy Absorption Systems, Inc. Restorable fender panel
ATE244795T1 (de) * 1999-02-08 2003-07-15 Spig Schutzplanken Prod Gmbh Anpralldämpfer
DE202005006224U1 (de) * 2005-04-18 2006-03-02 Sps Schutzplanken Gmbh Anpralldämpfer zum Einsatz vor Hindernissen an Verkehrswegen

Also Published As

Publication number Publication date
EP3739125A1 (fr) 2020-11-18
DE202019103726U1 (de) 2019-07-25

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