EP1380695A2 - Système de retenue d'un vehicule - Google Patents

Système de retenue d'un vehicule Download PDF

Info

Publication number
EP1380695A2
EP1380695A2 EP03013766A EP03013766A EP1380695A2 EP 1380695 A2 EP1380695 A2 EP 1380695A2 EP 03013766 A EP03013766 A EP 03013766A EP 03013766 A EP03013766 A EP 03013766A EP 1380695 A2 EP1380695 A2 EP 1380695A2
Authority
EP
European Patent Office
Prior art keywords
slide rail
guide
restraint system
bridge
cover strips
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.)
Granted
Application number
EP03013766A
Other languages
German (de)
English (en)
Other versions
EP1380695A3 (fr
EP1380695B1 (fr
Inventor
Karl-Heinz Schmitt
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.)
SPIG Schutzplanken Produktions GmbH and Co KG
Original Assignee
SPIG Schutzplanken Produktions GmbH and Co KG
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
Priority claimed from DE10318357A external-priority patent/DE10318357B4/de
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Publication of EP1380695A2 publication Critical patent/EP1380695A2/fr
Publication of EP1380695A3 publication Critical patent/EP1380695A3/fr
Application granted granted Critical
Publication of EP1380695B1 publication Critical patent/EP1380695B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges
    • 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
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0476—Foundations

Definitions

  • the invention relates to a vehicle restraint system according to the features in Preamble of claim 1.
  • Such a vehicle restraint system is known from DE 43 29 547 C1.
  • Leitschwellenstrang from several shots detachable to each other set, in cross-section trapezoidal, stiffened inside Leitschwellen with lateral Auffahrschenkeln and end-side coupling tabs and out arranged above the barriers and detachably connected to these, Weft-by-piece guide bars with end coupling lugs educated.
  • the stiffening is done by cross-sectionally U-shaped runners.
  • a runner is provided with a slot. This one is above one in the ground recessed tube arranged.
  • About a connection between the skid and the pipe can be a transversal guide of the barrier to the pipe and over the Length of the slot the maximum transverse displacement can be determined.
  • Bridge caps are concrete structures, by reinforcements with the actual bridge structures are connected. They usually have one each in the vertical plane essentially L-shaped cross-section with a long horizontal Thigh and a short vertical thigh. The vertical leg lies on the side of a bridge structure, while the horizontal leg itself extends on the bridge structure.
  • the Leitschwellenstrfite On the bridge caps are the Leitschwellenstrlinde for motor vehicles firmly anchored.
  • the Leitschwellenstrfite often consist of a cross section W-shaped crash barriers, which are fixed by posts on the bridge caps are worn.
  • the individual thresholds can through Shift relative to the guide rails a limited movement To run.
  • the limited displacement of the barriers allows a Conversion of a part of the kinetic energy of the motor vehicle in the Shifting of the thresholds expended shifting work.
  • the invention is - starting from the prior art - the task based, a vehicle restraint system with a steel crash barrier for placement on a bridge cap of a bridge structure create, which also in a collision of a truck with a maximum permissible gross weight ensures that the truck is properly connected to the Leitschwellenstrang is guided along and the Leitschwellenstrang not demolished from the bridge structure together with the bridge cap can be.
  • the core of the invention is the functional interaction of a respect Its design adapted to the respective local requirements steel Leitschwellenstrangs with a parked thereon arrangement for Shifting the guideway across the track when a vehicle, in particular also a lorry of the highest weight class, on the Leitschwellenstrang bounces.
  • Each threshold of the Leitschwellenstrangs may preferably from a in Cross-section trapezoidal housing with side risers, one above the housing extending spar and from the spar to the housing consist of dissociating posts.
  • the height of the spar is targeted to the height of the supporting frame of a truck of the highest weight class designed to be this way along with the heavy trapezoidal Housing a comparatively stiff steel Leitschwellenstrang to build. It is advantageous in this context, if the Total height of the main barrier, including the thickness of the bridge cap to the height of the housing including the thickness of the bridge cap approximately as 1.7: 1 to 1.9: 1 behaves.
  • the top of the spar runs in one Height of about 1.5 m above the driveway. For stiffening the Leitschweltenstrangs contributes to the fact that the connecting means between two barriers Allow no or very limited angularity.
  • the displacement path is up to the contact of the transverse bulges with the brake consoles, e.g. Upon impact of a truck, exhausted, becomes another shift the slide a resistance set by the height of the Bracing the brake pads on the cover strips can be determined.
  • the brake consoles then move together with the slide rail along the guide and cover strips, so that the inventive Restraint system in this way the force of the impacting motor vehicle absorbs and the kinetic energy in friction, deformation and heat energy transforms.
  • the maximum displacement of the Leitschweltenstrangs is adjustable so that a Operating path for service personnel between the main barrier and a Bridge railings of usually at least 75 inches wide in most Cases can still be used.
  • the stability and stiffness of the Leitschw Kunststoffenstrangs thus sets in conjunction with the Leitschwellen associated, along the positive guides along sliding rails sure that even trucks of the highest weight category of currently 38 t perfectly under limited arcuate deflection of the Leitschwellenstrangs guided along this and not thrown back into the driveway become.
  • the help of the invention avoids that on a bridge cap fixed Leitschwellenstrang in a vehicle collision by the motor vehicle with the bridge cap from the bridge structure is demolished.
  • a particularly advantageous embodiment of the invention is in the Features of claim 2 erblickt.
  • the Brake brackets can each have two bolts.
  • damping agents can be made of rubber or plastic. They are in the form of Buffer bodies preferably associated with short legs of the guide rails, when these guide rails are configured L-shaped.
  • the Querwulste on the slide rail are according to the characteristics of Patent claim 4 end convexly curved. This allows a tilt-free Swiveling the slide rail in a horizontal plane at a curved arcuate Leitschwellenstrang.
  • An additional frictional resistance is characterized according to claim 5 thereby generated that the slide with inclusion of spacers with a the deck strips edge overarching support foot of a barrier is detachably connected. Since the support foot on the spacers with the slide rail screwed, also in this case the frictional resistance is relatively be determined precisely, namely, that the slide the Cover strips engages below the edge and the support foot, the cover strips edge overlaps.
  • FIG. 1 denotes a part of a concrete bridge structure in FIG. 1, the edge with a vertical cross-section L-shaped bridge cap. 2 is provided.
  • the figures 2, 4 and 5 runs above the short vertical leg 3 of the bridge cap 2, a bridge railing 4.
  • a vehicle restraint system 6 with a steel Leitschwellenstrang 7 from shot Together set thresholds 8.
  • a service route 9 for service personnel Figures 1 and 2).
  • the Leitschwellenstrang 7 limits a guideway 10 for Motor vehicles 11.
  • each threshold 8 is a trapezoidal cross-section housing 12 with side risers 13, one above the housing 12 extending, in cross-section approximately C-shaped Holm 14 and the spar 14 to the housing 12 spaced posts 15 with a likewise C-shaped cross section.
  • the posts 15 are on the one hand attached to the top 16 of the housing 12 and on the other hand a housing 12 just above the footstep 13 inside in Lengthwise penetrating horizontal plate 17 ( Figures 2, 4 and 5).
  • Two successive barriers 8 are in the height range the housing 12 via holes 18 in the side walls 19 and Connecting plates 20 and in the region of the spars 14 via holes 21 and C-shaped coupling pieces 22 screwed together.
  • each one is Threshold 8 on the wings 13 of the housing 12 on three Slide rails 23 attached, which are transverse to the track 10 approximately in the extend vertical planes in which the posts 15 are arranged.
  • Figures 2, 6 and 8 to 11 that on the slide rails 23 U-shaped Support feet 24 are screwed, which are below the horizontal plate 17 extend between the side walls 19 ( Figure 2) and in the Areas 25 to the concave transitions 26 between the side walls 19th and the uprising wings 13 are adapted ( Figures 2, 4 and 5).
  • Each slide rail 23 is wedge-shaped in plan view in its longitudinal extent formed ( Figures 7 to 11).
  • the narrow end 29 points to the bridge railing 4 and the wide end 30 to the track 10 out.
  • the slide rail 23 extends in a steel positive guide 31 ( Figures 1 to 11), which is formed by two guide rails 32 and two cover strips 33.
  • the Guide rails 32 and the cover strips 33 are screwed together, wherein the bolts used for this purpose 34 and nuts 35 at the same time also the Forced operation 31 on the bridge cap 2 set ( Figure 2).
  • Figures 6 and 8 can be seen that the support legs 24 the Overlap edges 36 of the cover strips 33.
  • the thickness of the cover strips 33 corresponds approximately to the thickness of the spacers 28.
  • the thickness of the slide rail 23 corresponds approximately to the thickness of the guide rails 32nd
  • Figures 6 to 11 show that the slide rail 23 edge is overlapped by the cover strips 33.
  • Each slide 23 has at the wider end 30 Querwulste 37 with convex end faces 38 ( Figures 7 to 11), which on the inner sides 39 of the Guide rails 32 can support.
  • the slide rail 23 extends from wider end 30 starting with increasing distance to the guide rails 32 to the narrower end 29.
  • the length L of the slide rail 23rd corresponds to the length L1 of the guide rails 32 and the cover strips 33rd
  • damping means 47 In the transition region of the long legs 45 of the L-shaped guide rails 32 on the short legs 46 are damping means 47 in the form of Rubber buffers provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)
  • Air Bags (AREA)
  • Road Paving Structures (AREA)
  • Steering Controls (AREA)
EP03013766A 2002-07-12 2003-06-18 Système de retenue d'un vehicule Expired - Lifetime EP1380695B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10231505 2002-07-12
DE10231505 2002-07-12
DE10318357A DE10318357B4 (de) 2002-07-12 2003-04-23 Fahrzeugrückhaltesystem
DE10318357 2003-04-23

Publications (3)

Publication Number Publication Date
EP1380695A2 true EP1380695A2 (fr) 2004-01-14
EP1380695A3 EP1380695A3 (fr) 2004-04-28
EP1380695B1 EP1380695B1 (fr) 2008-02-27

Family

ID=29737619

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03013766A Expired - Lifetime EP1380695B1 (fr) 2002-07-12 2003-06-18 Système de retenue d'un vehicule

Country Status (4)

Country Link
EP (1) EP1380695B1 (fr)
AT (1) ATE387545T1 (fr)
DE (1) DE50309243D1 (fr)
ES (1) ES2301730T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005021423A1 (de) * 2005-05-10 2006-11-16 Durabel Baubedarf Gmbh Verkehrs-Leit-Einrichtung
DE102009007442A1 (de) 2008-02-06 2009-09-17 Gebr.Dieterle GbR (vertretungsberechtigte Gesellschafter:Thomas Dieterle, 78739 Hardt) Brücke oder Brückenabschnitt
DE102009039337A1 (de) 2009-08-29 2011-03-03 Gebr. Dieterle GbR (vertretungsberechtige Gesellschafter: Frank Dieterle, 77761 Schiltach und Thomas Dieterle, 78739 Hardt) Betonbauwerk
WO2018111090A1 (fr) * 2016-12-16 2018-06-21 Laura Metaal Holding B.V. Ensemble de montage pour glissière de sécurité et glissière de sécurité comportant ledit ensemble

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2599078B1 (es) * 2015-07-29 2017-12-26 Dragados, S.A. Dispositivo y método para instalación de pretiles en puentes existentes.
CN105220619B (zh) * 2015-10-12 2016-05-25 中铁城建集团第二工程有限公司 一种快速制造双线圆端实体墩的方法
DE102016118398B4 (de) 2016-09-28 2020-02-06 Bochumer Eisenhütte Heintzmann GmbH & Co. Bau- und Beteiligungs KG Fahrzeugrückhaltesystem

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4662611A (en) * 1986-02-27 1987-05-05 Ruane George W Guard rail assembly
WO2000008259A1 (fr) * 1998-08-05 2000-02-17 Autostrade Concessioni E Costruzioni Dispositifs pour calibrer la deceleration de vehicules en collision
WO2000065156A1 (fr) * 1999-04-28 2000-11-02 Maba Fertigteilindustrie Gmbh Paroi de guidage pour voies de circulation
DE19933401A1 (de) * 1999-07-21 2001-08-02 Spig Schutzplanken Prod Gmbh Verankerung für einen Pfosten
EP1167628A2 (fr) * 2000-06-26 2002-01-02 Renton Productions Limited Glissière de sécurité routière

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4662611A (en) * 1986-02-27 1987-05-05 Ruane George W Guard rail assembly
WO2000008259A1 (fr) * 1998-08-05 2000-02-17 Autostrade Concessioni E Costruzioni Dispositifs pour calibrer la deceleration de vehicules en collision
WO2000065156A1 (fr) * 1999-04-28 2000-11-02 Maba Fertigteilindustrie Gmbh Paroi de guidage pour voies de circulation
DE19933401A1 (de) * 1999-07-21 2001-08-02 Spig Schutzplanken Prod Gmbh Verankerung für einen Pfosten
EP1167628A2 (fr) * 2000-06-26 2002-01-02 Renton Productions Limited Glissière de sécurité routière

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005021423A1 (de) * 2005-05-10 2006-11-16 Durabel Baubedarf Gmbh Verkehrs-Leit-Einrichtung
DE102009007442A1 (de) 2008-02-06 2009-09-17 Gebr.Dieterle GbR (vertretungsberechtigte Gesellschafter:Thomas Dieterle, 78739 Hardt) Brücke oder Brückenabschnitt
DE102009007442B4 (de) * 2008-02-06 2010-02-18 Gebr.Dieterle GbR (vertretungsberechtigte Gesellschafter:Thomas Dieterle, 78739 Hardt) Brücke oder Brückenabschnitt
DE102009039337A1 (de) 2009-08-29 2011-03-03 Gebr. Dieterle GbR (vertretungsberechtige Gesellschafter: Frank Dieterle, 77761 Schiltach und Thomas Dieterle, 78739 Hardt) Betonbauwerk
DE202009018856U1 (de) 2009-08-29 2014-01-27 Frank Dieterle Betonbauwerk
DE102009039337B4 (de) * 2009-08-29 2020-11-26 Dieterle GbR (vertretungsberechtigter Gesellschafter:Frank Dieterle, Tannenstraße 34, 77761 Schiltach) Betonbauwerk
WO2018111090A1 (fr) * 2016-12-16 2018-06-21 Laura Metaal Holding B.V. Ensemble de montage pour glissière de sécurité et glissière de sécurité comportant ledit ensemble
NL2018015B1 (en) * 2016-12-16 2018-06-26 Laura Metaal Holding B V Mounting assembly for a traffic barrier and traffic barrier comprising a mounting assembly
AU2017375977B2 (en) * 2016-12-16 2019-06-20 Jaybro Group Pty Ltd. Mounting assembly for a traffic barrier and traffic barrier comprising a mounting assembly
US10961675B2 (en) 2016-12-16 2021-03-30 Laura Metaal Holding B.V. Traffic barrier and mounting assembly

Also Published As

Publication number Publication date
ATE387545T1 (de) 2008-03-15
EP1380695A3 (fr) 2004-04-28
ES2301730T3 (es) 2008-07-01
DE50309243D1 (de) 2008-04-10
EP1380695B1 (fr) 2008-02-27

Similar Documents

Publication Publication Date Title
DE2455268C3 (de) Auffahrschutz für Leitplankenanfänge
EP2730700B1 (fr) Système de retenue de véhicule destiné à être agencé sur un ouvrage de pont
DE4224998C1 (en) Protective crash barrier for highways - comprises posts anchored in ground, deformation profile on road side, upper and lower longitudinal rails
EP1630295B1 (fr) Dispositif passif de sécurité à côté d'une voie de route
DE10318357B4 (de) Fahrzeugrückhaltesystem
EP1908882A1 (fr) Agencement de profilés de protection
EP1061179B1 (fr) Glissière de sécurité
EP0641892A2 (fr) Tronçon de glissière de sécurité d'acier
EP0311015B1 (fr) Dispositif formant glissière de sécurité
AT11255U1 (de) Leitschiene
EP1380695B1 (fr) Système de retenue d'un vehicule
EP1177348B1 (fr) Paroi de guidage pour voies de circulation
EP3795751B1 (fr) Pare-chocs et dispositif de protection contre les objets
EP0690176A1 (fr) File de modules séparateurs
DE19536915C2 (de) Schutzplankenanordnung
DE202010000658U1 (de) Schutzplankenanordnung
DE2413095C3 (de) Leiteinrichtung fUr Personen- und Lastkraftwagen
EP1876300B1 (fr) Barrière de sécurité d'acier
AT413712B (de) Leitwand für verkehrswege
DE19831268C1 (de) Betongleitwand
EP1784541B1 (fr) Systeme de retenue pour voies de circulation
EP0761889A1 (fr) Disposition de barrière routière
EP1668188B1 (fr) Systeme de retenue pour voies de circulation
DE2432654A1 (de) Fahrbahn-leitplanke
DE19602567C2 (de) Leitplankenanordnung

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: A2

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

AX Request for extension of the european patent

Extension state: AL LT LV MK

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

AX Request for extension of the european patent

Extension state: AL LT LV MK

RIC1 Information provided on ipc code assigned before grant

Ipc: 7E 01D 19/10 B

Ipc: 7E 01F 15/08 B

Ipc: 7E 01F 15/04 A

17P Request for examination filed

Effective date: 20040421

AKX Designation fees paid

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SCHMITT, KARL-HEINZ, DIPL.-ING.

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 IT LI LU MC NL PT RO SE SI SK TR

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

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REF Corresponds to:

Ref document number: 50309243

Country of ref document: DE

Date of ref document: 20080410

Kind code of ref document: P

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2301730

Country of ref document: ES

Kind code of ref document: T3

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: 20080227

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: PATENTANWAELTE SCHAAD, BALASS, MENZL & PARTNER AG

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20080227

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20080527

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: 20080227

Ref country code: IE

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: 20080227

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: 20080227

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: 20080721

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: 20080227

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: 20080227

ET Fr: translation filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20080227

BERE Be: lapsed

Owner name: SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH &

Effective date: 20080630

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: 20080630

26N No opposition filed

Effective date: 20081128

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: 20080630

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: 20080227

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: 20080527

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: 20080227

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: 20080618

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

Effective date: 20080828

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: 20080227

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: 20080528

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

Ref country code: CH

Payment date: 20110623

Year of fee payment: 9

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20120630

Ref country code: LI

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

Effective date: 20120630

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 13

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

Ref country code: AT

Payment date: 20150619

Year of fee payment: 13

Ref country code: IT

Payment date: 20150622

Year of fee payment: 13

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 14

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 387545

Country of ref document: AT

Kind code of ref document: T

Effective date: 20160618

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: 20160618

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 15

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: 20160618

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 50309243

Country of ref document: DE

Owner name: MEISER STRASSENAUSSTATTUNG GMBH, DE

Free format text: FORMER OWNER: SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO KG, 66839 SCHMELZ, DE

Ref country code: DE

Ref legal event code: R082

Ref document number: 50309243

Country of ref document: DE

Representative=s name: BOCKERMANN KSOLL GRIEPENSTROH OSTERHOFF, DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20200730 AND 20200805

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20201028

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: 20190619

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

Ref country code: GB

Payment date: 20220621

Year of fee payment: 20

Ref country code: DE

Payment date: 20220530

Year of fee payment: 20

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

Ref country code: FR

Payment date: 20220628

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 50309243

Country of ref document: DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20230617

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 EXPIRATION OF PROTECTION

Effective date: 20230617