[go: up one dir, main page]

EP2333160A1 - Dispositif de guidage de la circulation - Google Patents

Dispositif de guidage de la circulation Download PDF

Info

Publication number
EP2333160A1
EP2333160A1 EP11158516A EP11158516A EP2333160A1 EP 2333160 A1 EP2333160 A1 EP 2333160A1 EP 11158516 A EP11158516 A EP 11158516A EP 11158516 A EP11158516 A EP 11158516A EP 2333160 A1 EP2333160 A1 EP 2333160A1
Authority
EP
European Patent Office
Prior art keywords
traffic
connector part
wall
groove
spring
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
EP11158516A
Other languages
German (de)
English (en)
Other versions
EP2333160B1 (fr
Inventor
Andreas Tiemann
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.)
Heinz Schnorpfeil Bau GmbH
Original Assignee
Heinz Schnorpfeil Bau 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=41187940&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2333160(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from DE200810026661 external-priority patent/DE102008026661B4/de
Application filed by Heinz Schnorpfeil Bau GmbH filed Critical Heinz Schnorpfeil Bau GmbH
Priority to PL11158516T priority Critical patent/PL2333160T3/pl
Publication of EP2333160A1 publication Critical patent/EP2333160A1/fr
Application granted granted Critical
Publication of EP2333160B1 publication Critical patent/EP2333160B1/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
    • E01F15/08—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
    • 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
    • E01F15/088—Details of element connection

Definitions

  • the invention relates to a simulatorleit fitted with in the wall longitudinal direction successively arranged scaffoldleit respondedsabroughen such as concrete wall elements or Ortbetonmayn, which are interconnected or connectable at their ends by means of connecting devices, wherein the connecting means at least one tongue and groove connection with a substantially vertically extending insertion spring on a Front side of a scaffoldleiteries and adapted in position and dimensions of the plug-in insertion on a front side of an adjacent fixtureleit respondedsabterrorisms, wherein the plug-in groove in the associated Einsteckfeder is locked in its inserted position.
  • Traffic control devices can be constructed, for example, as traffic control walls composed of individual wall elements as prefabricated components, as are used, in particular, in construction sites on highways or other heavily traveled roads. There, they are usually set up for a temporary period in order to delineate the spatially closely spaced lanes from each other and to ensure that even in the event of an accident, a vehicle can not get from one lane to the opposite lane.
  • connection of the wall elements with each other is important to ensure that in a lateral impact of a vehicle against the traffic control this does not break up laterally, but the traffic flows continue to reliably separate from each other and the crashed vehicle leads in the longitudinal direction of the wall.
  • the baffle in the Impact location laterally strongly offset, which is accompanied by a not to be underestimated threat to oncoming traffic or traffic on the other side of the traffic control wall.
  • walls are made of in-situ concrete increasingly for a permanent traffic route on motorways and other roads. All the different types of traffic control walls and security devices, which should ensure that an accident vehicle can not break out of the path of the traffic route laterally, but is guided substantially parallel to the road and held on this, are below in the context of the invention as be considered as falling within the term "traffic control” or "traffic control” section.
  • the EP 1 083 264 A1 describes a Betonleitwand, in the connecting means consist of arranged on the end faces of the wall elements hook strips which interlock in the assembled state of the wall elements to lock the wall elements together.
  • the design of the hook strips thereby causes an articulated connection of the wall elements with each other, so that the desired stiffness of the concrete wall with such connection means is not achievable.
  • the same problem also occurs in the case of EP 641 893 B1 known recountleitwand on, in which the wall elements are frontally provided with connecting rails with an undercut, in section approximately T-shaped groove and an I-profile is pushed from above into the opposite connecting rails of two adjacent wall elements to lock them together. Even with this type of connection is a comparatively great movement between the wall elements; Moreover, it has proved to be disadvantageous that an additional connecting part in the form of the I-profile carrier is required to connect the wall elements together
  • the plug-in spring is provided with at least one hook recess open at the top or bottom and the plug-in groove has a respective latch part adapted to the hook recess (s), which in the assembled state of the traffic-guiding wall from above or below into the associated one Hook recess encloses. It has proved to be particularly advantageous if the hook recess has a curved or wedge-shaped inclined holding surface.
  • the curved or wedge-shaped holding surface is doing the vertical lowering movement of the one Wall element implemented in a longitudinal movement, ie the wall elements move in the wall longitudinal direction towards each other, expediently until their end faces abut each other.
  • compensating elements for example in the form of elastomer or geotextile buffers, rubber or plastic plates or the like. provided. With such compensating elements, the possibly arising problem can be met with a double fit, which in some cases can cause the end faces of the wall elements already abut against each other before the lowered wall element safely and completely stands up on the ground, thus practically hanging in the air.
  • the compensation elements - combined with sufficient air between the actual end faces of the wall elements - because of their elasticity ensure that each wall element always rests securely on the ground.
  • the tension band action generated by the hook-shaped or wedge-like, positive locking leads to an excellent rigidity of the connection produced, in particular also transversely to the longitudinal direction of the wall.
  • the arrangement can be made such that the Einstecknut and the insertion spring are formed directly fixed to the concrete wall elements by, for example, as steel profiles in the production of concrete wall elements, which are designed according to the invention, directly on the front sides with one or be cast.
  • the tongue and groove connecting means are arranged on a first, to be arranged on the first gaugeleiterie and fixable connector part and a second connector part, which is to be arranged on the second gagleit Schaubterrorism and fixable, the two Connector parts are then positively locked together by means of arranged at their mutually facing end faces plug-in spring and insertion.
  • first connector part and / or the second connector part is / are adapted to the shape of the respective fixtureleit Skets, for example by the first connector part and / or the second connector part as to the contour of the respectively associated first and / or second fixtureleit Skets adapted cover shoe is configured / are.
  • the cladding shoe adapted to the contour of the respective traffic control device section, for example an end wall element of a "mobile" wall section constructed of individual elements, positively surrounds or covers the respective traffic jam section at its front end and thus reliably prevents joint mobility in the joint area with the other traffic control device section, which consists of an in-situ concrete wall can exist.
  • the arrangement can be made such that the first connector part and / or the second connector part is designed as a fixed to the respective recountleit wornsabrough arranged or mountable hood made of sheet steel.
  • the one is formed by an in-situ concrete wall
  • the corresponding connector part is concreted at the front end of the Ortbetonwand in the manner of a lost formwork at this.
  • the concreted connector part can be formed as a solid terminal block, and it has proven to be particularly advantageous in practice to define this terminal block as a starting point for the in-situ concrete to be erected wall.
  • At least one of the two fixtureleitNSAbitese is formed by a wall element of a constructed of several wall elements mobile devisleitwand, it is useful if the respective connector part is lockable to the end-side wall element by means of this transversely interlocking locking bolt.
  • the Einstecknut or spring are - as already indicated - arranged in this design of the connector parts at the end faces or preferably integrally formed.
  • the guide device sections can be easily and quickly connected to one another simply by the wall element or the like having the insertion spring. is plugged with its insertion spring into the Einstecknut the adjacent wall element. This is done in principle in the invention from above.
  • the length of the insertion spring in the longitudinal direction of the wall and the depth of the Einstecknut are so large that a positive fit is not only ensured transverse to the wall longitudinal direction, but also a joint mobility, ie pivoting about an approximately vertical axis, at least largely prevented.
  • the lateral play that has the plug-in spring in the inserted state in the groove as small as possible and appropriate only so large that a trouble-free construction of the traffic control wall is made sure of the construction site.
  • the length of the insertion spring in the longitudinal direction of the wall may for example be greater than 5 cm, preferably even greater than 8 cm.
  • the tongue and groove joints preferably extend over at least three quarters of the height of the concrete wall elements. It is also possible that a plurality of tongue and groove joints are provided in parallel side by side on the end faces of the concrete wall elements, whereby the connection is particularly well stiffened.
  • the plug-in spring and the insertion can be provided with aligned in the inserted position transverse bores through which a locking bolt is pluggable.
  • a simple construction which may preferably be used in the manufacture of concrete precast wall elements, is when the push-in spring is disposed on a steel profile attached to the front face of the concrete wall element.
  • the steel profile can be poured and anchored, for example, on the front side of the concrete wall element in the concrete.
  • the insertion groove is formed by a cast-in on the front side of the concrete wall element groove profile.
  • the plug-in spring and / or the Einstecknut or these having connector parts may be connected to a reinforcement of the concrete wall element.
  • the reference numeral 10 designates the connection of a traffic control device section 12 consisting of a plurality of concrete wall elements 11 to a second traffic guidance device section 13 constructed in situ concrete.
  • traffic route section is to be understood as meaning guide wall areas or sections of any length, such as are erected along roads or carriageways, in order to create a lateral boundary for the traffic. It also need not be walls made of concrete or precast concrete, but it should also other control systems, such as steel such as transportable steel walls or guard rail systems are subsumed under this term, including any additional structures to such control systems, which are parallel to the actual Can guide elements for accident vehicles behind these built absorber designs.
  • the term “Verlowsleit wornsabterrorism” within the meaning of the invention in the simplest case, individual wall elements of a constructed from such traffic control wall, which are interconnected or are.
  • a connecting device 15 is provided for the connection in the connecting region 14 between the two wall sections, which consists essentially of two connector parts 16, 17, which at the end regions 18,19 of the two respective devisleit Anlagensabitese 12,13 are fixed.
  • the connector parts 16, 17 can be positively locked at their mutually facing end faces 20, 21 with locking means 22 arranged there.
  • the locking means 22 consist of tongue and groove connections with a substantially vertically extending insertion spring 23 on an end face 20 of the one connector part 16 and a in position and dimensions of the insertion spring 23 adapted insertion groove 24, located on the end face 21 of the adjacent connector part 17 is located.
  • the arrangement is such that the plug-in spring 23 in its inserted into the Einstecknut 24 position ( Fig.2 ) Is locked so that they can not inadvertently slide out of the groove in the finished state of the connection between the two scaffoldleit Anlagensabroughen at and after their construction.
  • the locking is effected on the one hand by a locking bolt 25 which is plugged through transverse bores 26 and 27, which are arranged on the insertion spring 23 and the insertion groove 24 so that they are aligned with each other in the inserted position of the insertion.
  • the insertion spring 23 is provided for locking in the Einstecknut 24 with a bottom open HakenausEnglishung 28, while the Einstecknut 24 has adapted to the HakenausEnglishung 28 latch member 29 which engages in the mounted state of the connecting device from below into the Hakenausnaturalung 28.
  • the support surface could of course be inclined wedge-shaped, in which case the latch member may consist of a simple, the insertion groove 24 transversely interspersed, for example cylindrical locking pin, in line contact with the obliquely to the vertical support surface retraction of the Spring causes in the groove when the wall elements are connected together.
  • the insertion spring 23 is formed by a projecting steel profile, which is welded to the end face 20 of the connector part 16 also made of steel.
  • This designed as a welded steel construction connector part 16 forms a Hüllschuh for the end wall element 11 of the section 12 by being adapted to the contour of the end-side concrete wall element 11 and this covered over about a third of its length.
  • the cover shoe with its two side walls which are adapted to the lateral wall surfaces of the end-side wall element 11 of the first wall section 12 and converge upward, contacts the wall element and covers it with an upper side wall Cover that connects the upper edges of the side walls.
  • the connector part 16 is fastened to the wall element 11 by means of fastening means 32 introduced transversely through its side walls, which can be threaded rods or bolts, for example, which are inserted through bores in the side walls and the wall element and secured with nuts.
  • fastening means 32 can also be heavy-duty anchors, which are firmly anchored in the wall part from both sides of the Hüllschuhs.
  • the insertion groove 24 is formed by a steel groove profile 33 on the end face 21 of the second connector part 17, wherein the width of the groove 24 is adapted to the thickness of the insertion spring 23, so that it substantially at least largely free of play in the inserted groove in the groove.
  • the groove profile 24 may be connected to a longitudinal reinforcement in the concrete wall 13 to ensure a particularly firm connection with this.
  • a traffic control device according to the invention or traffic control wall can be constructed from prefabricated concrete wall elements, wherein the arrangement can be made so that the concrete wall elements are all configured the same and thus have at one end face a push-in spring and at its other end an insertion groove.
  • a traffic control device according to the invention or traffic control wall can be constructed from prefabricated concrete wall elements, wherein the arrangement can be made so that the concrete wall elements are all configured the same and thus have at one end face a push-in spring and at its other end an insertion groove.
  • Such an arrangement facilitates the replacement of individual wall elements from a completely constructed traffic control wall, if this should prove necessary, for example after an accident.
  • the concrete wall elements at their ends with more than one vertical tongue and groove connection, ie
  • the insertion springs and insertion grooves are provided on separate connector parts, for example in the form of Hüllschuhkonstrutationen described in connection with the preferred embodiment. They can also be embedded directly into the concrete, in particular in the case of wall elements produced as prefabricated concrete components, or welded to steel constructions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Hybrid Electric Vehicles (AREA)
  • Financial Or Insurance-Related Operations Such As Payment And Settlement (AREA)
  • Road Signs Or Road Markings (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
EP11158516A 2008-06-04 2009-05-27 Dispositif de guidage de la circulation Active EP2333160B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL11158516T PL2333160T3 (pl) 2008-06-04 2009-05-27 Urządzenie nakierowujące dla ruchu drogowego

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE200810026661 DE102008026661B4 (de) 2008-06-04 2008-06-04 Verkehrsleitwand
DE202009001529U DE202009001529U1 (de) 2008-06-04 2009-02-06 Verbindungsvorrichtung
EP09757937.9A EP2281088B2 (fr) 2008-06-04 2009-05-27 Dispositif de guidage de la circulation

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP09757937.9A Division-Into EP2281088B2 (fr) 2008-06-04 2009-05-27 Dispositif de guidage de la circulation
EP09757937.9 Division 2009-05-27

Publications (2)

Publication Number Publication Date
EP2333160A1 true EP2333160A1 (fr) 2011-06-15
EP2333160B1 EP2333160B1 (fr) 2013-04-03

Family

ID=41187940

Family Applications (2)

Application Number Title Priority Date Filing Date
EP09757937.9A Active EP2281088B2 (fr) 2008-06-04 2009-05-27 Dispositif de guidage de la circulation
EP11158516A Active EP2333160B1 (fr) 2008-06-04 2009-05-27 Dispositif de guidage de la circulation

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP09757937.9A Active EP2281088B2 (fr) 2008-06-04 2009-05-27 Dispositif de guidage de la circulation

Country Status (5)

Country Link
EP (2) EP2281088B2 (fr)
AT (1) ATE540166T1 (fr)
DE (2) DE202009001529U1 (fr)
PL (1) PL2333160T3 (fr)
WO (1) WO2009147586A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112211138A (zh) * 2020-10-27 2021-01-12 中海建筑有限公司 一种便于安装的组合式公路防撞护栏

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110552300B (zh) * 2019-08-16 2021-05-28 吉林建筑科技学院 一种具有缓冲功能的防撞护栏

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2219332A (en) * 1988-05-06 1989-12-06 James Garside & Son Limited Barrier and end connector therefor
EP0641893B1 (fr) 1993-09-07 1997-08-06 Peter Rausch Barrière routière en béton
US5975793A (en) * 1997-11-12 1999-11-02 Conmat Group, Inc. Interlocking median barrier
US6164865A (en) * 1998-09-14 2000-12-26 Mccallum; Gerald L. Interlocking barrier system with multiple securing mechanisms
EP1063357A1 (fr) * 1999-06-25 2000-12-27 Haitsma Beton B.V. Elément de barrière
EP1083264A2 (fr) 1999-09-08 2001-03-14 Hermann Spengler KG, Sand- und Betonwerk Dispositif de séparation pour voies de circulation
FR2825728A1 (fr) * 2001-06-07 2002-12-13 Anciens Etablissements Fremont Procede pour assurer la continuite de la protection procuree par un muret dans lequel des interruptions sont pratiquees, et ouvrage obtenu
WO2007051219A1 (fr) 2005-11-04 2007-05-10 Maba Fertigteilindustrie Gmbh Muret de separation

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4032731C2 (de) * 1990-10-15 1994-11-10 Sps Schutzplanken Gmbh Auflage für zweiseitig wirkende Fertigteile einer Gleit- oder Schutzplankenvorrichtung für Verkehrswege

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2219332A (en) * 1988-05-06 1989-12-06 James Garside & Son Limited Barrier and end connector therefor
EP0641893B1 (fr) 1993-09-07 1997-08-06 Peter Rausch Barrière routière en béton
US5975793A (en) * 1997-11-12 1999-11-02 Conmat Group, Inc. Interlocking median barrier
US6164865A (en) * 1998-09-14 2000-12-26 Mccallum; Gerald L. Interlocking barrier system with multiple securing mechanisms
EP1063357A1 (fr) * 1999-06-25 2000-12-27 Haitsma Beton B.V. Elément de barrière
EP1083264A2 (fr) 1999-09-08 2001-03-14 Hermann Spengler KG, Sand- und Betonwerk Dispositif de séparation pour voies de circulation
FR2825728A1 (fr) * 2001-06-07 2002-12-13 Anciens Etablissements Fremont Procede pour assurer la continuite de la protection procuree par un muret dans lequel des interruptions sont pratiquees, et ouvrage obtenu
WO2007051219A1 (fr) 2005-11-04 2007-05-10 Maba Fertigteilindustrie Gmbh Muret de separation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112211138A (zh) * 2020-10-27 2021-01-12 中海建筑有限公司 一种便于安装的组合式公路防撞护栏

Also Published As

Publication number Publication date
DE202009018891U1 (de) 2014-03-31
EP2281088B1 (fr) 2012-01-04
EP2281088B2 (fr) 2018-11-07
PL2333160T3 (pl) 2013-08-30
EP2333160B1 (fr) 2013-04-03
EP2281088A1 (fr) 2011-02-09
WO2009147586A1 (fr) 2009-12-10
DE202009001529U1 (de) 2009-10-15
ATE540166T1 (de) 2012-01-15

Similar Documents

Publication Publication Date Title
EP2540913B1 (fr) Paroi de protection à partir d'éléments de paroi de protection individuels afin de sécuriser les voies de circulation
DE69223511T2 (de) Autobahnleitwand aus miteinander verbindbaren Abschnitten
EP2644776B1 (fr) Paroi de protection
DE2331168A1 (de) Verkettungsschloss fuer vorgefertigte betonleitplanken
DE69711701T2 (de) Mittelstreifenleitplanken
EP2712962B2 (fr) Dispositif destiné à relier deux éléments de paroi de protection mobiles
DE69007748T2 (de) Stahlschutzplankeneinrichtung.
DE102008049966C5 (de) Anschluss für eine Verkehrsleitwand
EP0310754B1 (fr) Dispositif de séparation
EP2158363B1 (fr) Système de retenue de véhicules rempli ou remplissable destiné à délimiter des voies de circulation
DE202006017431U1 (de) Übergangskonstruktion mit Betonelementen
EP2333160B1 (fr) Dispositif de guidage de la circulation
DE102008026661B4 (de) Verkehrsleitwand
DE202019102588U1 (de) Befestigung eines Brückenüberbaus und dabei zu verwendendes Randabschlusselement
EP0666376B1 (fr) Panneau de guidage pour véhicules
EP1728927B1 (fr) Procédé pour la fabrication d'une fondation de fixation des poteaux pour glissières de sécurité et fondation de fixation
DE102009028904A1 (de) Leitplanke oder Schutzplanke, bestehend aus einem einzigen Element oder aus mehreren in Längsrichtung aneinandergekoppelten Elementen
EP2262953A1 (fr) Système de retenue pour véhicule
DE102007063511A1 (de) Schutzeinrichtung an Verkehrswegen
DE202010005481U1 (de) Passive Schutzeinrichtung
EP3135820B1 (fr) Fondation de pièce finie
DE102022116323A1 (de) Fahrzeugrückhalte- und/oder Lärmschutzsystem mit Fertigteilfundament
EP3696323A1 (fr) Élément de retenue et système de retenue pour la sécurité du trafic sur des voies de trafic
DE102013107462A1 (de) Schutzwand zur Sicherung von Fahrwegen und Schutzwandelement für eine solche
AT509151B1 (de) Strassenanordnung

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

AC Divisional application: reference to earlier application

Ref document number: 2281088

Country of ref document: EP

Kind code of ref document: P

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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

17P Request for examination filed

Effective date: 20111019

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AC Divisional application: reference to earlier application

Ref document number: 2281088

Country of ref document: EP

Kind code of ref document: P

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 HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL 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

Ref country code: AT

Ref legal event code: REF

Ref document number: 604837

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130415

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: DE

Ref legal event code: R096

Ref document number: 502009006737

Country of ref document: DE

Effective date: 20130529

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20130403

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: 20130403

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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: 20130403

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: 20130704

Ref country code: ES

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: 20130714

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: 20130805

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: 20130803

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

Ref country code: HR

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: 20130403

Ref country code: LV

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: 20130403

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: 20130403

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: 20130703

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: 20130403

Ref country code: MC

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: 20130403

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: 20130403

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: 20130403

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: 20130403

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: IT

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: 20130403

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: 20130403

26N No opposition filed

Effective date: 20140106

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502009006737

Country of ref document: DE

Effective date: 20140106

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

Ref country code: MT

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: 20130403

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: 20130403

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20090527

Ref country code: MK

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: 20130403

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

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

Ref country code: LU

Payment date: 20240521

Year of fee payment: 16

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

Ref country code: NL

Payment date: 20240522

Year of fee payment: 16

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

Ref country code: IE

Payment date: 20240517

Year of fee payment: 16

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

Ref country code: GB

Payment date: 20240522

Year of fee payment: 16

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

Ref country code: DE

Payment date: 20240320

Year of fee payment: 16

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

Ref country code: CH

Payment date: 20240602

Year of fee payment: 16

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

Ref country code: AT

Payment date: 20240517

Year of fee payment: 16

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

Ref country code: NO

Payment date: 20240521

Year of fee payment: 16

Ref country code: FR

Payment date: 20240522

Year of fee payment: 16

Ref country code: FI

Payment date: 20240521

Year of fee payment: 16

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

Ref country code: PL

Payment date: 20240515

Year of fee payment: 16

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

Ref country code: SE

Payment date: 20240522

Year of fee payment: 16

Ref country code: BE

Payment date: 20240521

Year of fee payment: 16