EP1830003B1 - Amortisseur de choc avec segments de plaques - Google Patents

Amortisseur de choc avec segments de plaques Download PDF

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Publication number
EP1830003B1
EP1830003B1 EP07001532A EP07001532A EP1830003B1 EP 1830003 B1 EP1830003 B1 EP 1830003B1 EP 07001532 A EP07001532 A EP 07001532A EP 07001532 A EP07001532 A EP 07001532A EP 1830003 B1 EP1830003 B1 EP 1830003B1
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EP
European Patent Office
Prior art keywords
damping element
impact damper
segment
impact
damping
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
EP07001532A
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German (de)
English (en)
Other versions
EP1830003A1 (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
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Publication date
Application filed by SPS Schutzplanken GmbH filed Critical SPS Schutzplanken GmbH
Priority to SI200730626T priority Critical patent/SI1830003T1/sl
Publication of EP1830003A1 publication Critical patent/EP1830003A1/fr
Application granted granted Critical
Publication of EP1830003B1 publication Critical patent/EP1830003B1/fr
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Anticipated expiration legal-status Critical

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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
    • E01F15/14Safety 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
    • E01F15/145Means for vehicle stopping using impact energy absorbers
    • E01F15/146Means for vehicle stopping using impact energy absorbers fixed arrangements

Definitions

  • the invention relates to impact absorbers for damping the impact of a vehicle against an obstacle and / or the returning of vehicles to the road, with a plurality of plastically deformable damping elements, which are provided with segment plates.
  • Another generic impact absorber is from the US Pat. No. 6,863,467 known.
  • this damper construction two rows of elastically deformable, different-sized damping elements are arranged, which are connected to a frame structure so that the impact damper has the shape of a V.
  • the individual damping elements are provided on the outside with baffle-deflecting plates and on the inside with compression elements.
  • a support is arranged in the rear of the crash cushion.
  • the invention has for its object to decelerate vehicles in a cost-effective manner both from the front, as well as sideways, controlled in front of an obstacle and / or returned controlled in the longitudinal direction to the lane.
  • a segment plate is arranged in each case a damping element.
  • the damping element changes its deformation characteristics in such a way that it can absorb larger loads and amounts of energy.
  • the segment plate is thereby mounted in the damping element so that it is advantageously positioned on the traffic-facing outer side in the interior of the damping element.
  • the convex outer shape of the segment plate is exactly adapted to the concave inner contour of the damping element.
  • the segment plates are advantageously mounted in the rear region of the damping elements, so that they represent a continuation of the externally mounted side plates and thus the power flow in the event of an impact from the side, so from the side plates on the damping element in the interior of the damping element on the Segment plates runs.
  • a thrust transfer is achieved with which the overall system of the crash cushion can absorb greater loads, so that vehicles in the road usual weight classes safely deflected, braked and returned to the road.
  • the damping elements are plastically deformed and in addition, according to the invention, the segment plates are plastically deformed. The possibilities of energy absorption are thereby advantageously expanded and there is obtained a characteristic deformation pattern of the segment plates more resilient damping elements and thus of the impact absorber.
  • the extension of the segment plates along the inner arc of the damping elements advantageously extends beyond the point of application of the subsequent, arranged on the outside of the damping element Schubstegs, so that in case of an impact of the power flow and the shear transfer from a segment plate to the nearest slide bar and thus the next damping element is transmitted.
  • segment plates overlap in their extension counter to the direction of travel with the externally mounted side plates so that the power flow and the shear transfer in the event of an impact from the outside, so initiated by the side plates and by the damping elements on the segment plates be transmitted.
  • the segment plates are connected to the damping elements and the side plates, preferably riveted, screwed or welded.
  • the entire construction, in particular the sides is clearly stabilized and allows the transmission of forces in the event of a side impact, without the possibility to absorb impact energy from the front is permanently impaired.
  • the segment plates Due to the simple handling of the type of fastening, the segment plates can also be retrofitted to existing impact absorbers of this type.
  • the segment plates not all have the same height, but, seen in the direction of travel, z. B. from front to back are getting bigger.
  • the segment plates can either be mounted on all the damping elements, front to rear, or be omitted in the front seen from the direction of travel front damping elements to allow for a larger and faster deformation of the front damping elements in the event of a frontal impact.
  • the segment plates in each successive Damping elements in their size to increase progressively increasing, which is not ruled out that partially equally large segment plates are arranged in directly successive damping elements. In this way, the entire crash cushion from the front to the rear is constantly more resilient and offers the impacting vehicle a growing resistance. As a result, vehicles that do not impinge laterally on the impact damper in the foremost area, continue in the direction of travel by the then larger impact in the impact area segment panels, and thus resulting greater resistance, practical without delay in a uniform manner.
  • the Wandund push bars have the same attachment point to the respective, seen in the direction of travel, previously lying damping element and are based in this point by the wall of a damping element on a segment plate from.
  • the segment plates are arranged flush with the lower edge of the damping elements. Positioned in this way, all damper elements that have a segmented plate attached can accommodate greater loads down to the lower limit and provide increased protection over the entire length of the impact damper for impacting vehicles whose center of gravity is that of a standard passenger car.
  • An impact absorber generally designated 1, consists of a multiplicity of plastically deformable damping elements 2.
  • the damping elements 2 are arranged essentially one behind the other in the direction of travel and / or next to one another in the impact absorber 1.
  • Fig. 1 is a double-row crash cushion 1 with five damping elements 2 per row and a single projecting, positioned centrally positioned to the rows, damping element 2.
  • This preceding one, and the first two subsequent damper elements 2 are arranged in a triangular formation, if one were to connect their center point.
  • a head side shield 30 wraps around the preceding damping element 2 and the two subsequent damping elements 2 arranged next to each other on the outside until, seen in the direction of travel 6, to just above the apex of the subsequent damping elements 2, so that these three front damping elements are connected to form a unit.
  • each segment plate 5 is arranged on the respective traffic-facing outer side 4 of the series of damping elements 2 on the respective traffic-facing outer side 4 of the series of damping elements 2 each have a segment plate 5 is arranged.
  • Each segment plate 5 is connected to its associated damping element 2 at least two connection points 9, preferably riveted, screwed or welded.
  • connection points 9 preferably riveted, screwed or welded.
  • the segment plate 5 projects in each case forward and rear beyond the connection points 9 addition.
  • the segment plates 5 supplement the damping elements 2 and allow the impact damper 1 to absorb a higher impact energy. Furthermore, a denting is prevented by a laterally impacting vehicle, as seen through the segment plates 5, the gap between the individual damping elements 2 and the rear area, seen in the direction of travel 6, after completion of the side plates 3 of the damping elements 2. Impacting vehicles are not thrown back uncontrollably on the road, but influenced in their direction of travel so that they controlled by the resistance of the crash cushion 1 along the longitudinal axis of the crash cushion 1 and ultimately back in the direction of travel 6 are performed.
  • the damping elements 2 arranged one behind the other have a circular cross-section 12 and can each contact each other along their adjacent generatrix. Laterally of the "points of contact” push bars 7 are mounted so that the impact damper 1 deformed in the event of an impact along the longitudinal axis, corresponding to the pressure specification of the push ribs 7. Between each two damping elements 2 each two push ribs 7 are arranged.
  • the push ribs 7 allow an advantageous deformation characteristic along the longitudinal axis of the crash cushion.
  • the side shields 3 each extend from one seen in the direction of travel 6, front damping element 2, from a common front attachment point 11 with the outside slide 7, substantially tangentially to the lateral surface of a subsequent damping element 2 and slightly beyond. It follows at the same time that a force applied to the side plate 3 thrust force via the connection 9 in the subsequent damping element 2 via the respective segment plate 5 in runs.
  • Fig. 2 is shown in perspective of the crash cushion 1.
  • the connection 9 of the side plates 3 on the damping elements 2 takes place on the outside at at least five positions. It can be riveted, screwed or welded.
  • the segment plates 5 are fastened at the same connection points 9, with smaller segment plates 5 in the front region of the crash cushion 1 at three attachment points 9, with larger segment plates 5 with four or five attachment points 9.
  • the segment plates 5 have different heights and have at their lower edge to the lower edge 14 of Damping element 2 a distance.
  • Fig. 3 the crash cushion 1 is shown in a side view.
  • the side plates 3 are dimensioned equal in height from front to back the same size.
  • the tubular damping elements 2 are with their tube axis at right angles to the bottom 13.
  • the segment plates 5 close in this embodiment with the lower edge 14 of the damping elements 2 flush.
  • the lower edge 14 of the damping elements is not in contact with the ground 13. In this way, the crash cushion 1 can be extended in this area.
  • Fig. 4a and 4b a further embodiments of arrangements of segment plates 5 are shown in a damping element 2.
  • the rear portion of the damping element 2 symmetrically arranged segment plates 5, each individual damping element 2 absorb more deformation energy and thus the performance of the crash cushion can be further increased.
  • this effect can be even further enhanced.
  • different stiffnesses, damping and deformation characteristics can be set for the impact damper 1, so that even applications with larger impact energies can be implied by higher speeds and / or larger masses.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Dampers (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Snaps, Bayonet Connections, Set Pins, And Snap Rings (AREA)

Claims (13)

  1. Amortisseur de chocs (1) pour l'amortissement du choc d'un véhicule devant un obstacle, comprenant
    - un grand nombre d'éléments amortisseurs tubulaires (2) disposés alignés, déformables plastiquement, qui sont reliés entre eux dans le sens de la route par au moins une barre de cisaillement (7),
    - au moins un bouclier latéral (3) qui s'étend respectivement depuis un point de fixation (11) avant commun avec l'au moins une barre de cisaillement (7), sur l'élément amortisseur (2) avant vue dans le sens de la route (6), sensiblement tangentiellement à une surface d'enveloppe d'un élément amortisseur suivant (2) et un peu au-delà,
    - au moins une plaque à segments (5) qui est fixée sur au moins une zone partielle de la paroi tubulaire d'au moins un élément amortisseur (2) sur au moins deux points de connexion (9),
    - au moins une plaque à segments (5) représentant un prolongement des boucliers latéraux placés sur la face externe et ainsi le flux de force s'étendant dans le cas d'un impact des boucliers latéraux via l'élément amortisseur vers l'intérieur de l'élément amortisseur sur les plaques à segment.
  2. Amortisseur de choc (1) selon la revendication 1, caractérisé en ce que les plaques à segments (5) peuvent être disposées au moins sur la face externe (4) de l'élément amortisseur (2), tournée vers le trafic.
  3. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segment (5) peuvent être disposées vue dans le sens de la route (6) dans la partie arrière de l'élément amortisseur (2), en cas de choc, le flux de force s'étendant depuis les boucliers latéraux (3) via l'élément amortisseur (2) à la plaque à segments (5).
  4. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segments (5) qui sont disposées à l'intérieur (8) de l'élément amortisseur (2) présentent une forme adaptée correspondante à l'élément amortisseur (2).
  5. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segments (5) se chevauchent au moins avec la zone de bordure des boucliers latéraux (3).
  6. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segment (5) sont reliées (9) aux boucliers latéraux (3) et respectivement aux éléments amortisseurs associés (2).
  7. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce qu'il est prévu des plaques à segments (5) de hauteurs différentes.
  8. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segments (5) augmentent en hauteur vue dans le sens de la route (6).
  9. Amortisseur de choc (1) selon la revendication 1 ou 5, caractérisé en ce que les boucliers latéraux (3) peuvent être ménagés sur la face externe (4) et sur la face interne (10) avec des épaisseurs de paroi différentes.
  10. Amortisseur de choc (1) selon la revendication 1, caractérisé en ce que l'élément amortisseur tubulaire (2) présente une section transversale circulaire (12) et un axe de tube est orienté en angle droit par rapport au sol (13).
  11. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce que les plaques à segments (5) sont affleurées côté sol avec le bord des éléments amortisseurs (14).
  12. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce qu'il est disposé sur les éléments amortisseurs (2) au moins deux plaques à segments (5) de manière symétrique entre elles.
  13. Amortisseur de choc (1) selon l'une des revendications précédentes, caractérisé en ce qu'il est disposé sur les éléments amortisseurs (2) au moins quatre plaques à segments (5) de manière symétrique entre elles.
EP07001532A 2006-03-01 2007-01-24 Amortisseur de choc avec segments de plaques Active EP1830003B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200730626T SI1830003T1 (sl) 2006-03-01 2007-01-24 Blažilnik trka s segmentnimi ploščami

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006009806.4A DE102006009806B4 (de) 2006-03-01 2006-03-01 Anpralldämpfer mit Segmentplatten

Publications (2)

Publication Number Publication Date
EP1830003A1 EP1830003A1 (fr) 2007-09-05
EP1830003B1 true EP1830003B1 (fr) 2011-03-16

Family

ID=38038834

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07001532A Active EP1830003B1 (fr) 2006-03-01 2007-01-24 Amortisseur de choc avec segments de plaques

Country Status (5)

Country Link
EP (1) EP1830003B1 (fr)
AT (1) ATE502160T1 (fr)
DE (2) DE102006009806B4 (fr)
PT (1) PT1830003E (fr)
SI (1) SI1830003T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10006179B2 (en) 2010-11-15 2018-06-26 Energy Absorption Systems, Inc. Crash cushion

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669262A (zh) * 2013-12-31 2014-03-26 招商局重庆交通科研设计院有限公司 拼装式桥墩防撞装置

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10351165A1 (de) * 2003-11-03 2005-06-09 Sps Schutzplanken Gmbh Anpralldämpfer mit Wandelement

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3914208A1 (de) * 1989-04-28 1990-10-31 Sps Schutzplanken Gmbh Stossdaempfende vorrichtung fuer schutzplankeneinrichtungen, insbesondere fuer trenninseln
DE29506251U1 (de) * 1995-04-11 1995-06-29 SPS Schutzplanken GmbH, 63743 Aschaffenburg Vorrichtung zum Verbinden von Dämpfelementen
US6554529B2 (en) * 2001-03-05 2003-04-29 Energy Absorption Systems, Inc. Energy-absorbing assembly for roadside impact attenuator
US6863467B2 (en) * 2002-02-27 2005-03-08 Energy Absorption Systems, Inc. Crash cushion with deflector skin
DE202004011701U1 (de) * 2004-07-26 2005-03-31 Sps Schutzplanken Gmbh Anpralldämpfer mit Schwingflügeln

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10351165A1 (de) * 2003-11-03 2005-06-09 Sps Schutzplanken Gmbh Anpralldämpfer mit Wandelement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10006179B2 (en) 2010-11-15 2018-06-26 Energy Absorption Systems, Inc. Crash cushion

Also Published As

Publication number Publication date
EP1830003A1 (fr) 2007-09-05
DE102006009806A1 (de) 2007-09-06
DE102006009806B4 (de) 2016-06-09
PT1830003E (pt) 2011-06-16
SI1830003T1 (sl) 2011-07-29
DE502007006708D1 (de) 2011-04-28
ATE502160T1 (de) 2011-04-15

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