EP1645691B1 - Structure de transition - Google Patents

Structure de transition Download PDF

Info

Publication number
EP1645691B1
EP1645691B1 EP05105276A EP05105276A EP1645691B1 EP 1645691 B1 EP1645691 B1 EP 1645691B1 EP 05105276 A EP05105276 A EP 05105276A EP 05105276 A EP05105276 A EP 05105276A EP 1645691 B1 EP1645691 B1 EP 1645691B1
Authority
EP
European Patent Office
Prior art keywords
compliance
damping elements
damping
restraint system
transition structure
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
EP05105276A
Other languages
German (de)
English (en)
Other versions
EP1645691A1 (fr
Inventor
Ulrich Sasse
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.)
TSS Technische Sicherheits-Systeme GmbH
Original Assignee
TSS Technische Sicherheits-Systeme 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=34926865&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1645691(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by TSS Technische Sicherheits-Systeme GmbH filed Critical TSS Technische Sicherheits-Systeme GmbH
Priority to DE202005020638U priority Critical patent/DE202005020638U1/de
Priority to SI200530020T priority patent/SI1645691T1/sl
Priority to EP05105276A priority patent/EP1645691B1/fr
Priority to PL05105276T priority patent/PL1645691T3/pl
Publication of EP1645691A1 publication Critical patent/EP1645691A1/fr
Application granted granted Critical
Publication of EP1645691B1 publication Critical patent/EP1645691B1/fr
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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • 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
    • E01F15/025—Combinations of at least two of the barrier member types covered by E01F15/04 - E01F15/08, e.g. rolled steel section or plastic strip backed up by cable, safety kerb topped by rail barrier
    • 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
    • E01F15/081—Continuous 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
    • E01F15/083—Continuous 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

Definitions

  • the subject of the present invention is a restraint system with a transitional structure between two different restraint systems on roads, the restraint systems having different compliance.
  • Critical is the transition from one restraint system to another, especially if they have different compliance.
  • the pre-standard DIN V ENV 1317-4 stipulates in which cases the transitional structures must meet certain requirements and must also be subjected to a costly test. If both restraint systems are made of concrete, a test is only necessary if the compliance differs by two levels. For concrete to steel transitions, a test is already required, even if there is only one compliance step.
  • the invention is based on the object to provide a restraint system with a transition structure between two restraint systems of different flexibility, through which a safe transition is feasible in a simple manner.
  • the damping elements thus have a different damping effect in a transition region between the two restraint systems.
  • the damping effect of the individual damping elements decreases from the restraint system with low compliance in the direction of the restraint system with higher compliance.
  • the transition region is that region in which the compliance is varied starting from the one restraint system to the other restraint system.
  • the retention system is provided with greater compliance, such as steel guardrails, i. pulled through to the restraint system of lesser compliance, such as concrete-retaining elements, wherein in the transition region by the provision of particular on the roadway side facing away from the damping elements, the compliance is gradually reduced or increased.
  • the damping elements are preferably concrete cast elements or the like, which are in particular placed directly on a road surface without anchoring.
  • the damping effect of the individual damping elements according to the invention depends on the inertia. It is particularly preferred here that the concrete casting elements or the damping elements have the same height and the inertia is thereby changed by changing the width or depth.
  • the height of the individual damping elements corresponds at least to the height of the restraint system with higher compliance. This is advantageous in that the restraint system is deformed with greater flexibility in the event of a motor vehicle or the like, and thus ensures that, for example, the metal guardrail is pressed against the damping elements and the guardrail does not slip over damping elements.
  • the damping elements are made of increasingly shorter sections of the restraint system with the lower compliance.
  • a Metallleitplanke thus takes place a substantially stepless transition.
  • the individual damping elements are not connected to each other.
  • such damping elements have a spacing of 5 to 50 cm. It is particularly preferred that the distance between adjacent damping elements in the direction of the restraint system increases with higher compliance. By providing such distances, the intentional slippage of the individual damping elements on the road surface, through which the damping is caused guaranteed.
  • the transition structure according to the invention has the particular advantage that the optimal length of the transition structure and the dimensioning and positioning of the damping elements can be determined by preliminary tests with conventional restraint systems. In later replicas, it is then possible to calculate these based on the preliminary tests, so that no further testing is required.
  • a restraint system with low flexibility has in the illustrated embodiment, a plurality of adjacently erected on a roadway top concrete-retaining elements 10. These may be, for example, retaining elements of the applicant named Safetybaer H2 or Safetybaer H4.
  • a restraint system with higher flexibility has in the illustrated embodiment, two guard rail spars 12 and Metallleitplanken.
  • the two protective-rail spars 12 at least partially cover the first retaining element 10 with respect to a transition region 14.
  • the retaining element 10 has a recess 16.
  • the recess 16 is formed such that it substantially corresponds to the depth of the guard rail spars, so that they do not protrude from a front side 18 of the retaining element 10.
  • the two guard rails 12 are connected in the region of the recess 16 with the retaining element 10, for example screwed.
  • a plurality of damping elements 20 are provided on the side facing away from the roadway behind the guard rail spars 12.
  • the individual damping elements 20a-20i have a different damping effect.
  • the outer shape or cross-section of the damping elements 20 corresponds to the shape of the retaining element 10.
  • the width of the damping elements 20, starting from the damping element 20a, which is disposed immediately adjacent to the low-compliance retaining element 10, increases to the damping element 20i from.
  • the damping element 20i is in the illustrated embodiment, the last, narrowest damping element, then followed by the restraint system with high compliance.
  • the individual damping elements 20a-20i are arranged on a foundation, so that the damping elements 20a-20i can be displaced in the direction of an arrow 22 (FIG. 1) in the event of a collision of a vehicle in the transition region 14.
  • a displacement of the individual damping elements (20a - 20i) takes place on an upper side (28) of a foundation.
  • the foundation may be, for example, a concrete foundation or the like.
  • damping elements 20a-20i are each arranged at a distance 24 from each other.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Road Paving Structures (AREA)
  • Materials For Medical Uses (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (8)

  1. Dispositif de retenue comportant une structure de transition entre deux dispositifs de retenue (10, 12) de flexibilité différente,
    dans lequel les dispositifs de retenue (10, 12) sont reliés entre eux de manière jointive, et
    le dispositif de retenue (12) de flexibilité plus élevée présente, du côté opposé à la chaussée (26), plusieurs éléments amortisseurs (20a-20i) diminuant la flexibilité par tronçons,
    l'effet d'amortissement des divers éléments amortisseurs diminue à partir du dispositif de retenue de faible flexibilité en direction du dispositif de retenue de flexibilité plus élevée,
    caractérisé en ce que
    l'effet d'amortissement variable est fonction de l'inertie de masse des éléments amortisseurs (20a-20i).
  2. Structure de transition selon la revendication 1, caractérisée en ce que l'effet d'amortissement est principalement défini par l'inertie de masse des divers éléments amortisseurs (20a-20i).
  3. Structure de transition selon l'une des revendications 1 ou 2, caractérisée en ce que les éléments amortisseurs (20a-20i) sont des éléments moulés en béton.
  4. Structure de transition selon l'une des revendications 1 à 3, caractérisée en ce que les éléments amortisseurs (20a-20i) reposent sans ancrage sur une face supérieure (26) de chaussée ou une face supérieure (28) d'une fondation (30).
  5. Structure de transition selon l'une des revendications 1 à 4, caractérisée en ce que les éléments amortisseurs (20a-20i), en partant du dispositif de retenue de faible flexibilité et en allant vers le dispositif de retenue de flexibilité plus élevée, consistent en des tronçons de plus en plus courts d'un élément de retenue (10).
  6. Structure de transition selon l'une des revendications 1 à 5, caractérisée en ce que les éléments amortisseurs (20a-20i) présentent au moins la hauteur du système de retenue (12) de flexibilité plus élevée.
  7. Structure de transition selon l'une des revendications 1 à 6, caractérisée en ce que des éléments amortisseurs (20a-20i) voisins sont mutuellement distants, de préférence, de 5 à 50 cm.
  8. Structure de transition selon la revendication 7, caractérisée en ce que les distances (24) augmentent depuis l'élément amortisseur (20a) de faible flexibilité en direction de l'élément amortisseur (20i) de flexibilité plus élevée.
EP05105276A 2004-10-06 2005-06-15 Structure de transition Active EP1645691B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE202005020638U DE202005020638U1 (de) 2004-10-06 2005-06-15 Übergangskonstruktion
SI200530020T SI1645691T1 (sl) 2004-10-06 2005-06-15 Prehodna konstrukcija
EP05105276A EP1645691B1 (fr) 2004-10-06 2005-06-15 Structure de transition
PL05105276T PL1645691T3 (pl) 2004-10-06 2005-06-15 Przekrycie przerwy dylatacyjnej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP04023779 2004-10-06
EP05105276A EP1645691B1 (fr) 2004-10-06 2005-06-15 Structure de transition

Publications (2)

Publication Number Publication Date
EP1645691A1 EP1645691A1 (fr) 2006-04-12
EP1645691B1 true EP1645691B1 (fr) 2007-03-07

Family

ID=34926865

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05105276A Active EP1645691B1 (fr) 2004-10-06 2005-06-15 Structure de transition

Country Status (8)

Country Link
US (1) US20060072967A1 (fr)
EP (1) EP1645691B1 (fr)
AT (1) ATE356255T1 (fr)
DE (2) DE202005020638U1 (fr)
ES (1) ES2284131T3 (fr)
PL (1) PL1645691T3 (fr)
PT (1) PT1645691E (fr)
SI (1) SI1645691T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007042392A1 (de) 2007-09-04 2009-03-05 Innotraffic.Net Gmbh Leiteinrichtung an Verkehrswegen mit zwei Rückhaltesystemen unterschiedlicher Steifigkeit und einer Übergangskonstruktion zwischen diesen

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006044480A1 (de) * 2006-09-21 2008-04-10 Sps Schutzplanken Gmbh Kontinuierliche Übergangskonstruktion
US7995694B2 (en) * 2007-03-19 2011-08-09 Sharp Laboratories Of America, Inc. Systems and methods for detecting a specific timing from a synchronization channel
DE102008056807A1 (de) * 2008-11-11 2010-05-27 Linetech Gmbh & Co. Kg Fahrbahnbegrenzung mit Wechsel zwischen zwei Rückhaltesystemen unterschiedlicher Nachgiebigkeit
DE202009003752U1 (de) 2009-03-17 2009-05-20 Studiengesellschaft Für Stahlschutzplanken E.V. Schutzplankensystem für Fahrbahnen sowie Übergangskonstruktion hierfür
EP2472007B8 (fr) 2010-02-04 2015-03-11 Strabag Ag Système de limitation de chaussée à pont et procédé de fabrication d'un tel système
DE202010001873U1 (de) 2010-02-04 2010-05-06 Tss Technische Sicherheits-Systeme Gmbh Brücken-Fahrbahnbegrenzungssystem
DE202013004918U1 (de) 2013-05-29 2014-09-03 Tss Technische Sicherheits-Systeme Gmbh Übergangskonstruktion für Fahrbahnbegrenzungen
CA2936510C (fr) 2016-07-19 2022-08-30 Ben Powell Une barriere de transition servant a relier une barriere permanente a une barriere temporaire
US11891765B2 (en) 2022-05-19 2024-02-06 Vandorf BT1 Inc. Barrier transition framework

Family Cites Families (34)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2088087A (en) * 1936-05-01 1937-07-27 American Rolling Mill Co Crash bumper and the like
US3606258A (en) * 1969-01-02 1971-09-20 Fibco Inc Energy absorbing deceleration barriers
US3666055A (en) * 1970-05-25 1972-05-30 Dynamics Research And Mfg Energy absorbing device
US3768781A (en) * 1970-09-04 1973-10-30 Dynamics Res Mfg Inc Shock absorbing structure
US3674115A (en) * 1970-09-23 1972-07-04 Energy Absorption System Liquid shock absorbing buffer
US3643924A (en) * 1970-09-24 1972-02-22 Fibco Inc Highway safety device
US3845936A (en) * 1973-05-25 1974-11-05 Steel Corp Modular crash cushion
US3856268A (en) * 1973-09-17 1974-12-24 Fibco Inc Highway safety device
US3982734A (en) * 1975-06-30 1976-09-28 Dynamics Research And Manufacturing, Inc. Impact barrier and restraint
DE2816487A1 (de) * 1978-04-15 1979-10-25 Arbed Sicherheitsvorrichtung im strassenverkehr
NL8003653A (nl) * 1980-06-24 1982-01-18 Nederlanden Staat Obstakelbeveiliger.
US4352484A (en) * 1980-09-05 1982-10-05 Energy Absorption Systems, Inc. Shear action and compression energy absorber
US4583716A (en) * 1982-05-19 1986-04-22 Energy Absorption Systems, Inc. Universal anchor assembly for impact attenuation device
US4452431A (en) * 1982-05-19 1984-06-05 Energy Absorption Systems, Inc. Restorable fender panel
US4674911A (en) * 1984-06-13 1987-06-23 Energy Absorption Systems, Inc. Energy absorbing pneumatic crash cushion
US4645375A (en) * 1985-05-23 1987-02-24 State Of Connecticut Stationary impact attenuation system
US4909661A (en) * 1987-11-23 1990-03-20 The Texas A&M University System Advanced dynamic impact extension module
DE3742356A1 (de) 1987-12-14 1989-06-29 Sps Schutzplanken Gmbh Uebergang bei verkehrswegen von einer betongleitwand auf schutzplanken
US4934661A (en) * 1989-03-31 1990-06-19 Energy Absorption Systems, Inc. Inertial barrier array
IT1239582B (it) * 1990-02-07 1993-11-10 C.R.A. Centro Ricerche Applicate Barriera spartitraffico a dissipazione d'urto.
US5011326A (en) * 1990-04-30 1991-04-30 State Of Connecticut Narrow stationary impact attenuation system
US5112028A (en) * 1990-09-04 1992-05-12 Energy Absorption Systems, Inc. Roadway impact attenuator
US6126144A (en) * 1997-03-03 2000-10-03 The Texas A&M University System Barrel crash cushions
US6835024B1 (en) * 2000-01-10 2004-12-28 Traffix Devices, Inc. Inertial barrier module array and methods
US6454488B1 (en) * 2000-02-02 2002-09-24 David Lewis, Sr. Roadway energy absorbing impact attenuator
US6427983B1 (en) * 2000-10-12 2002-08-06 Energy Absorption Systems, Inc. Self-restoring highway crash attenuator
US6461076B1 (en) * 2001-01-03 2002-10-08 Energy Absorption Systems, Inc. Vehicle impact attenuator
US6554529B2 (en) * 2001-03-05 2003-04-29 Energy Absorption Systems, Inc. Energy-absorbing assembly for roadside impact attenuator
DE10145647C1 (de) 2001-09-15 2003-01-16 Tss Tech Sicherheits Systeme G Abgestuftes Rückhaltesystem an Straßen aus Beton
US6536986B1 (en) * 2001-09-24 2003-03-25 Barrier Systems, Inc. Energy absorption apparatus with collapsible modules
US6811144B2 (en) * 2001-09-24 2004-11-02 Owen S. Denman Apparatus with collapsible modules for absorbing energy from the impact of a vehicle
US6863467B2 (en) * 2002-02-27 2005-03-08 Energy Absorption Systems, Inc. Crash cushion with deflector skin
JP4000148B2 (ja) * 2002-05-13 2007-10-31 ソン ク カン 車両衝撃吸収装置
US6854716B2 (en) * 2002-06-19 2005-02-15 Trn Business Trust Crash cushions and other energy absorbing devices

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007042392A1 (de) 2007-09-04 2009-03-05 Innotraffic.Net Gmbh Leiteinrichtung an Verkehrswegen mit zwei Rückhaltesystemen unterschiedlicher Steifigkeit und einer Übergangskonstruktion zwischen diesen
EP2034094A2 (fr) 2007-09-04 2009-03-11 Innotraffic. Net Gmbh Dispositif conducteur sur des trajectoires de trafic doté de deux systèmes de retenue à raideur différente et d'une construction de passage entre ceux-ci

Also Published As

Publication number Publication date
ATE356255T1 (de) 2007-03-15
PT1645691E (pt) 2007-06-18
SI1645691T1 (sl) 2007-08-31
DE202005020638U1 (de) 2006-05-04
US20060072967A1 (en) 2006-04-06
EP1645691A1 (fr) 2006-04-12
DE502005000448D1 (de) 2007-04-19
ES2284131T3 (es) 2007-11-01
PL1645691T3 (pl) 2007-07-31

Similar Documents

Publication Publication Date Title
EP1645691B1 (fr) Structure de transition
DE69832599T2 (de) Leitplankenpfosten mit sollbruchstelle für schienenende
DE69938610T2 (de) Leitplankenpfosten mit Sollbruchstelle für Schienenende.
DE69727815T2 (de) Sicherheitsendanlage für Leitplanken
EP1719840A2 (fr) Disposition de barrière routière
EP0874940B1 (fr) Agencement de profiles de protection
EP1997957B1 (fr) Système de retenue pour véhicule sur voirie
EP1177348B1 (fr) Paroi de guidage pour voies de circulation
EP2333159B1 (fr) Glissière de sécurité
DE1708687A1 (de) Leitplanke fuer Strassen und Autobahnen
DE202010000658U1 (de) Schutzplankenanordnung
DE2413095C3 (de) Leiteinrichtung fUr Personen- und Lastkraftwagen
DE102009028904A1 (de) Leitplanke oder Schutzplanke, bestehend aus einem einzigen Element oder aus mehreren in Längsrichtung aneinandergekoppelten Elementen
EP1026327B1 (fr) Dispositif atténuateur de choc
DE102007063511A1 (de) Schutzeinrichtung an Verkehrswegen
EP1876300B1 (fr) Barrière de sécurité d'acier
EP0706593B1 (fr) Amortisseur d'impact pour glissiere de securite
EP2034094B1 (fr) Dispositif conducteur sur des trajectoires de trafic doté de deux systèmes de retenue à raideur différente et d'une construction de passage entre ceux-ci
EP0826833B1 (fr) Bloc séparateur pour voies de circulation
DE29604226U1 (de) Schutzplankenanordnung
EP2952630B1 (fr) Système de retenue de véhicule
EP2333160A1 (fr) Dispositif de guidage de la circulation
WO2022161839A1 (fr) Élément paroi formant barrière
EP1668188B1 (fr) Systeme de retenue pour voies de circulation
DE102022116323A1 (de) Fahrzeugrückhalte- und/oder Lärmschutzsystem mit Fertigteilfundament

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: 20060124

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

17Q First examination report despatched

Effective date: 20060601

17Q First examination report despatched

Effective date: 20060601

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AXX Extension fees paid

Extension state: HR

Payment date: 20060124

Extension state: BA

Payment date: 20060124

Extension state: MK

Payment date: 20060124

Extension state: AL

Payment date: 20060124

Extension state: LV

Payment date: 20060124

Extension state: YU

Payment date: 20060124

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR LV MK YU

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

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: 20070307

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 Corresponds to:

Ref document number: 502005000448

Country of ref document: DE

Date of ref document: 20070419

Kind code of ref document: P

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: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20070516

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

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: 20070607

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20070605

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

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: 20070707

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

ET Fr: translation filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: ISLER & PEDRAZZINI AG;POSTFACH 1772;8027 ZUERICH (CH)

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2284131

Country of ref document: ES

Kind code of ref document: T3

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

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 NON-PAYMENT OF DUE FEES

Effective date: 20070630

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: 20070307

26N No opposition filed

Effective date: 20071210

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: 20070307

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E002571

Country of ref document: HU

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: 20070608

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

Ref country code: ES

Payment date: 20080625

Year of fee payment: 4

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

Ref country code: PT

Payment date: 20080603

Year of fee payment: 4

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

Ref country code: IE

Payment date: 20080623

Year of fee payment: 4

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

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: 20070307

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

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: 20070307

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

Ref country code: RO

Payment date: 20090601

Year of fee payment: 5

Ref country code: SI

Payment date: 20090603

Year of fee payment: 5

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

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: 20070607

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

Ref country code: TR

Payment date: 20090605

Year of fee payment: 5

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

Ref country code: SK

Payment date: 20090610

Year of fee payment: 5

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

Ref country code: FR

Payment date: 20090618

Year of fee payment: 5

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

Ref country code: GB

Payment date: 20090623

Year of fee payment: 5

Ref country code: HU

Payment date: 20090529

Year of fee payment: 5

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

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

Effective date: 20091215

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 NON-PAYMENT OF DUE FEES

Effective date: 20091215

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: 20090615

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

Ref country code: LU

Payment date: 20100625

Year of fee payment: 6

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20090616

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

Ref country code: CZ

Payment date: 20100602

Year of fee payment: 6

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

Ref country code: ES

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

Effective date: 20090616

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

Ref country code: BE

Payment date: 20100625

Year of fee payment: 6

Ref country code: CH

Payment date: 20100624

Year of fee payment: 6

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

Ref country code: IT

Payment date: 20100628

Year of fee payment: 6

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

Ref country code: PL

Payment date: 20100614

Year of fee payment: 6

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

Effective date: 20100615

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20110124

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 1943

Country of ref document: SK

Effective date: 20100615

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20110228

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 NON-PAYMENT OF DUE FEES

Effective date: 20100616

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 NON-PAYMENT OF DUE FEES

Effective date: 20100616

Ref country code: FR

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

Effective date: 20100630

Ref country code: SK

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

Effective date: 20100615

Ref country code: RO

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

Effective date: 20100615

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: 20100615

BERE Be: lapsed

Owner name: TSS TECHNISCHE SICHERHEITS-SYSTEME G.M.B.H.

Effective date: 20110630

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

Ref country code: CZ

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

Effective date: 20110615

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: IT

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

Effective date: 20110615

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: 20110630

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: 20110630

Ref country code: LI

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

Effective date: 20110630

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

Ref country code: PL

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

Effective date: 20110615

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

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 NON-PAYMENT OF DUE FEES

Effective date: 20100615

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: 20110615

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

Ref country code: AT

Payment date: 20140618

Year of fee payment: 10

Ref country code: NL

Payment date: 20140618

Year of fee payment: 10

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 356255

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150615

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20150701

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 NON-PAYMENT OF DUE FEES

Effective date: 20150701

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

Ref country code: AT

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

Effective date: 20150615

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

Ref country code: DE

Payment date: 20230620

Year of fee payment: 19