EP3135817B1 - Ensemble avec d'un dispositif de protection, un amortisseur de choc placé devant et un système de raccordement entre les deux - Google Patents

Ensemble avec d'un dispositif de protection, un amortisseur de choc placé devant et un système de raccordement entre les deux Download PDF

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Publication number
EP3135817B1
EP3135817B1 EP16178395.6A EP16178395A EP3135817B1 EP 3135817 B1 EP3135817 B1 EP 3135817B1 EP 16178395 A EP16178395 A EP 16178395A EP 3135817 B1 EP3135817 B1 EP 3135817B1
Authority
EP
European Patent Office
Prior art keywords
protection device
plank
impact damper
attachment
anchoring
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
EP16178395.6A
Other languages
German (de)
English (en)
Other versions
EP3135817A1 (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 EP3135817A1 publication Critical patent/EP3135817A1/fr
Application granted granted Critical
Publication of EP3135817B1 publication Critical patent/EP3135817B1/fr
Active legal-status Critical Current
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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 an arrangement with a further protective device, an impact absorber arranged in front of it and a connection system arranged therebetween.
  • Protective devices and impact absorbers of the present technical field are known, for example from the DE 20 2005 006 224 U1 and the US 4,815,565 A known, wherein a connecting element between the protective device and the impact damper is arranged.
  • a crash cushion is connected to a secondary protection device
  • the impact absorber in addition to its task to dampen an impacting vehicle so far that the occupants take no damage, also derive a laterally impinging vehicles.
  • the secondary protection device must also fulfill its task over its entire length. For this purpose, it usually has an anchored in the ground subsidence, which initiates the tensile forces occurring in a lateral impact.
  • an impact absorber is placed in front of a secondary protection device, a lowering can not be carried out.
  • the invention is therefore based on the object to provide a connection system in which the Glasbandfunktionen both devices, namely both the continuing protection device and the impact absorber are fully functional.
  • connection system between a continuing protective device and an impact absorber arranged in front, that on the protective device a connection plank is arranged and a positive connection element between the terminal block of the protection device and the last impact damper element is arranged and street side the connection plank and between this and the positive connection element at least one transition damping element is arranged.
  • At least one bracing in the direction of the impact absorber leads to the secondary protective device and is anchored in the end region of the impact absorber in the ground.
  • the impact absorber stands on a concrete foundation and the at least one bracing is anchored in the concrete foundation.
  • each protective barrier is provided with its own bracing.
  • connection plank is an extension of a lower guardrail of the continuing protection device and bent away in the end of the latter streets and forms with the connecting element seen from above a space for receiving the at least one transition damping element.
  • the Figures 1 and 2 shows a connection system 1 between a continuing protection device 2 and a shock absorber 3 arranged in front, wherein a form-fittingly connected connecting element 4 between a connection plank 4 of the protection device 2 and the last crash cushion element 3 'is arranged and the side of the connection plank 5 and between this and the form-fitting connected connecting element 4 at least one transition damping element 6 is arranged.
  • At the continuing protection device 2 at least one bracing 10, 13 is formed, which leads in the direction of impact absorber 3 and is anchored in the end region 7 of the crash cushion 3 directly or indirectly in the ground.
  • the impact damper is on a concrete foundation 12 and the at least one bracing is anchored in the concrete foundation.
  • connection system 1 is used in a continuing protection device 1 with a higher retention capacity. It provides at least two substantially superimposed safety barriers 8, 9, each safety barrier being provided with its own bracing 10.
  • connection plank is an extension of the lower guard rail of the secondary protection device 2. It is bent away in its end from the street and forms with the connector. Training element 4, seen from above, a free space 11 for receiving the at least one transition damping element 6 forms.
  • FIG. 3 shows a schematic view of a connection system between a continuing protection of concrete and a shock absorber arranged in front from above.
  • the continuing protection device 20 made of concrete has a transition element 21, which may be made of steel or concrete.
  • the transition element 21 is formed at its end facing the impact damper with at least one receptacle 22 for a connection plank 25.
  • the receptacle may be formed on both sides of the transition element 21, but only in the event that on both sides are lanes.
  • the connection planks 25 are screwed to the transition element 21, but they can also be welded.
  • the secondary protection device 20 has a centrally arranged bracing 24, which may be a steel cable or a steel strip. Another bracing is provided by the form-fittingly connected connecting element 24 between a damper element 26 of the impact damper 23 and the connection plank 25.

Landscapes

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

Claims (5)

  1. Ensemble avec un dispositif de protection continu (2), un amortisseur de choc (3) placé devant ainsi qu'un système de raccordement (1) agencé entre les deux, dans lequel un élément de liaison raccordé par complémentarité de forme (4) est agencé entre une glissière de raccordement du dispositif de protection (2) et le dernier élément amortisseur de choc (3'), au moins un élément d'amortissement de transition (6) est agencé côté route de la glissière de raccordement (5) et entre celle-ci et l'élément de liaison par complémentarité de forme (4), au moins un hauban (10) conduit au niveau du dispositif de protection continu (2) en direction de l'amortisseur de choc (3) et le hauban (10) est ancré dans la zone d'extrémité (7) de l'amortisseur de choc (3) directement ou indirectement dans le sol.
  2. Ensemble selon la revendication 1, dans lequel l'amortisseur de choc (3) se trouve sur une fondation en béton (12) et l'au moins un hauban (10) est ancré dans la fondation en béton (12).
  3. Ensemble selon au moins l'une quelconque des revendications 1 à 2, dans lequel le dispositif de protection continu (2) met à disposition une plus grande capacité de retenue par au moins deux glissières de sécurité (8), dans lequel chaque glissière de sécurité (8) est dotée d'un propre hauban (10).
  4. Ensemble selon au moins l'une quelconque des revendications 1 à 3, dans lequel la glissière de raccordement (5) est un prolongement d'une glissière de sécurité inférieure (8) du dispositif de protection continu (2) et est recourbée à l'opposé des dernières routes dans la zone d'extrémité (7) et forme avec l'élément de liaison (4) vu d'en haut un espace libre (11) pour la réception (22) de l'au moins un élément d'amortissement de transition (6).
  5. Ensemble avec un dispositif de protection continu (20), un amortisseur de choc (23) placé devant ainsi qu'un système de raccordement (1) agencé entre les deux, dans lequel le dispositif de protection continu (20) est en béton et présente un élément de transition (21), qui est fabriqué en acier ou également en béton et est réalisé au niveau de son extrémité tournée vers l'amortisseur de choc (23) avec au moins un logement (22) pour une glissière de raccordement (25), qui est vissée à l'élément de transition (21) et le dispositif de protection continu (20) présente un hauban agencé au milieu (24), qui peut être un câble d'acier ou une bande d'acier, et dans lequel un autre hauban est mis à disposition par l'élément de liaison raccordé par complémentarité de forme (24') entre un élément amortisseur (26) de l'amortisseur de choc (23) et la glissière de raccordement (25).
EP16178395.6A 2015-08-24 2016-07-07 Ensemble avec d'un dispositif de protection, un amortisseur de choc placé devant et un système de raccordement entre les deux Active EP3135817B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015114038.1A DE102015114038A1 (de) 2015-08-24 2015-08-24 Anschlussvorrichtung

Publications (2)

Publication Number Publication Date
EP3135817A1 EP3135817A1 (fr) 2017-03-01
EP3135817B1 true EP3135817B1 (fr) 2019-09-04

Family

ID=56550022

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16178395.6A Active EP3135817B1 (fr) 2015-08-24 2016-07-07 Ensemble avec d'un dispositif de protection, un amortisseur de choc placé devant et un système de raccordement entre les deux

Country Status (2)

Country Link
EP (1) EP3135817B1 (fr)
DE (2) DE202015104777U1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020006580A1 (de) 2020-02-07 2021-08-12 Sps Schutzplanken Gmbh Aufstell- und Verankerungsfläche eines Anpralldämpfers an Verkehrswegen
DE102020103142A1 (de) 2020-02-07 2021-08-12 Sps Schutzplanken Gmbh Aufstell- und Verankerungsfläche eines Anpralldämpfers an Verkehrswegen

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4815565A (en) * 1986-12-15 1989-03-28 Sicking Dean L Low maintenance crash cushion end treatment
DE3742356A1 (de) * 1987-12-14 1989-06-29 Sps Schutzplanken Gmbh Uebergang bei verkehrswegen von einer betongleitwand auf schutzplanken
DE3914208A1 (de) * 1989-04-28 1990-10-31 Sps Schutzplanken Gmbh Stossdaempfende vorrichtung fuer schutzplankeneinrichtungen, insbesondere fuer trenninseln
DE202004011701U1 (de) * 2004-07-26 2005-03-31 Sps Schutzplanken Gmbh Anpralldämpfer mit Schwingflügeln
DE202005006224U1 (de) * 2005-04-18 2006-03-02 Sps Schutzplanken Gmbh Anpralldämpfer zum Einsatz vor Hindernissen an Verkehrswegen

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
DE102015114038A1 (de) 2017-03-02
EP3135817A1 (fr) 2017-03-01
DE202015104777U1 (de) 2015-10-07

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