EP2199475B1 - Rails d'ancrage - Google Patents

Rails d'ancrage Download PDF

Info

Publication number
EP2199475B1
EP2199475B1 EP09177052.9A EP09177052A EP2199475B1 EP 2199475 B1 EP2199475 B1 EP 2199475B1 EP 09177052 A EP09177052 A EP 09177052A EP 2199475 B1 EP2199475 B1 EP 2199475B1
Authority
EP
European Patent Office
Prior art keywords
anchor
recess
anchor bar
rail
rail body
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.)
Not-in-force
Application number
EP09177052.9A
Other languages
German (de)
English (en)
Other versions
EP2199475A2 (fr
EP2199475A3 (fr
Inventor
Markus Heudorfer
Holger Basche
Jürgen Gebhard
Ulrich Birnbaum
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.)
Hilti AG
Original Assignee
Hilti AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hilti AG filed Critical Hilti AG
Publication of EP2199475A2 publication Critical patent/EP2199475A2/fr
Publication of EP2199475A3 publication Critical patent/EP2199475A3/fr
Application granted granted Critical
Publication of EP2199475B1 publication Critical patent/EP2199475B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the invention relates to an anchor rail, referred to in the preamble of claim 1. Art.
  • Such anchor channels are used to create flexible attachment points on a cast component, eg. As concrete, previously inserted in the formwork of the component and cast during casting of the component in this.
  • a cast component eg. As concrete, previously inserted in the formwork of the component and cast during casting of the component in this.
  • fastening elements can be fixed to the anchor rails. The loads are transferred via the rail geometry and the anchor elements into the hardened component.
  • Anchor rails in which the anchor elements firmly, z. B. welding technology, are fixed to the rail body, must be made completely factory. This results in an unfavorable transport volume, which causes high transport costs.
  • different types of anchor channels must be provided for different loads, resulting in a large logistical effort.
  • An anchor rail with a rail body which forms an accessible via a mounting opening from the outside receiving space for receiving a Anbindeteils for fixing a fastener to the anchor rail and which is provided with passages, and anchor elements, which are fixed to the rail body at the passages are definable.
  • the anchor elements each have a shaft which is provided over its entire length with an external thread and having at one end a conical head element.
  • the passages are each provided with an internally threaded portion, in which the anchor elements are screwed to its location on the rail body with its free end through the receiving space therethrough.
  • a disadvantage of the known solution that the anchor elements must be inserted through the mounting hole and screwed over the entire anchor length.
  • the outwardly projecting passages increase the transport volume of the anchor rail already, if the anchor elements are not mounted.
  • the receiving space must be accessible for fixing the anchor elements.
  • the object of the invention is to provide an anchor rail, which does not have the aforementioned disadvantages.
  • the free ends of the passages are aligned in the direction of the receiving space.
  • the anchor elements are fixed with respect to the receiving space from the outside to the rail body.
  • the anchor elements for example, on a previously provided with a filling rail body can be fixed.
  • the inwardly directed passage with respect to the receiving space has an internal thread into which an anchor element provided with an external thread can be screwed for fixing to the rail body. It does not have to be provided with an external thread, the whole shaft.
  • only the portion of the free end is provided with an externally threaded portion, which allows a simpler and thus more cost-effective production of the entire anchor rail.
  • An already assembled anchor rail is, for example, directly on the site, easily adaptable to another type of load.
  • the anchor rail to set the anchor elements on the rail body to a minimum transport volume.
  • the transport adjacent rail body are not damaged despite this created fixing point on the rail body.
  • the rail body is provided with a corrosion protection layer for the protection of the base material against external influences before the arrangement of the passages, this corrosion protection layer can be damaged during the formation of the passages, whereby this region of the rail body would no longer be protected against corrosion.
  • an internal thread is provided as a fixing agent in the passage, the corrosion protection is usually no longer given in this area.
  • At least one with respect to the receiving space outwardly directed recess is provided on the rail body, wherein at least one of the passages is arranged in the recess.
  • the passage for securing an anchor element is provided with an internal thread, the arrangement of comparatively more threads is thereby possible.
  • this portion of the rail body is work hardened by the arrangement of the recess and the material of the rail body has a higher strength in this highly stressed area.
  • the at least one recess has a bottom portion and at least one of the passages is arranged in the bottom portion of the recess, which allows easy production of the rail body and advantageous load dissipation into the ground.
  • the passage arranged in the bottom section is advantageously aligned perpendicular to the bottom section.
  • the bottom portion of the at least one recess in plan view with respect to the passage arranged therein on a non-concentric configuration, whereby the recess is adaptable, for example, according to the loading of the anchor rail occurring.
  • the bottom portion has, for example, an elliptical or polygonal z. B. rectangular configuration.
  • the bottom section need not be mirror-symmetrical with respect to the passage arranged therein.
  • the floor section may have a round configuration in plan view, the center of which lies outside the center of the passage.
  • the depth of the at least one recess is less than or equal to the material thickness of the rail body, whereby an advantageous stiffening of the rail body is given in the region of the recess on the rail body.
  • the collar height of the at least one passage corresponds at most to the depth of the at least one depression, with which the free end of the passage does not restrict the mounting space for the attachment part within the reception space.
  • At least the bottom portion of the at least one recess is provided with stiffening beads, whereby this area of the recess is advantageously stiffened and the anchor rail has an advantageous bearing behavior.
  • the anchor elements are fixed inextricably in the passages, whereby an unintentional release of the anchored to the rail body anchor elements is prevented.
  • an adhesive is provided, which after anchoring the anchor elements, for. B. after screwing, secures captive on the rail body.
  • the free end of the passage is rolled over and the anchor elements are screwed in with a predetermined maximum torque.
  • the in the FIGS. 1 to 3 illustrated anchor rail 11 has a rail body 12 and anchoring elements 26 fixed thereto.
  • the rail body 12 forms a receiving space 13 for receiving a Anbindeteils 7 for fixing a fastener 6 on the anchor rail 11, wherein the receiving space 13 is accessible from the outside by an extending over the longitudinal extent of the rail body 12 mounting opening 14.
  • each outwardly directed recesses 21 are provided, each having a bottom portion 22.
  • each bottom portion 22 each provided with an internal thread 17 passage 15 for fixing the anchor members 26 is arranged, the free end 16 is aligned in each case in the direction of the receiving space 13.
  • the bottom portion 22 of the recess 21 has a non-concentric configuration in plan view with respect to the passage 15 arranged therein.
  • the bottom portion 22 of the recess 21 is provided with stiffening beads 23.
  • the anchor elements 21 have at their free ends on an externally threaded portion 27, so that the anchor members 21 can be screwed to their determination on the rail body 12 in the internal thread 17 of the passage 15.
  • adhesive anchor elements 21 are fixed inextricably in the passages 15.
  • the depth T of the recess 21 corresponds at most to the material thickness D in the area of the rail body 12 adjacent to the recess 21.
  • the collar height K of the passage 15 corresponds at most to the depth T of the recess 21.
  • the passage 35 for fixing an anchor member 46 is formed directly on a rear wall 38, wherein the free end 36 is aligned in the direction of the receiving space 33. Otherwise, the anchor rail 31 has the same features as the anchor rail 11 described above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Gasket Seals (AREA)
  • Railway Tracks (AREA)

Claims (8)

  1. Rail d'ancrage comprenant un corps de rail (12 ; 32), qui forme un espace de réception (13 ; 33) servant à recevoir une partie de liaison (7) pour la fixation d'un élément de fixation (6) au niveau du rail d'ancrage (11 ; 31) et qui est pourvu de passages (15 ; 35), et
    comprenant des éléments d'ancrage (26, 46) qui peuvent être fixés au niveau des passages (15 ; 35) pour la fixation au niveau du corps de rail (12 ; 32), caractérisé en ce que
    les extrémités libres (16 ; 36) des passages (15 ; 35) sont orientées en direction de l'espace de réception (13 ; 33).
  2. Rail d'ancrage selon la revendication 1, caractérisé en ce qu'au moins un renfoncement (21) orienté vers l'extérieur par rapport à l'espace de réception (13) est prévu au niveau du corps de rail (12), et en ce qu'au moins un des passages (15) est disposé dans le renfoncement (21).
  3. Rail d'ancrage selon la revendication 2, caractérisé en ce que l'au moins un renfoncement (21) présente une section de fond (22), et en ce qu'au moins un des passages (15) est disposé dans la section de fond (22) du renfoncement (21).
  4. Rail d'ancrage selon la revendication 3, caractérisé en ce que la section de fond (22) de l'au moins un renfoncement (21) présente, selon une projection sur le plan horizontal, une forme non concentrique par rapport au passage (15) disposé à l'intérieur dudit renfoncement.
  5. Rail d'ancrage selon l'une quelconque des revendications 2 à 4, caractérisé en ce que la profondeur (T) de l'au moins un renfoncement (21) est inférieure ou égale à l'épaisseur du matériau (D) du corps de rail (12).
  6. Rail d'ancrage selon l'une quelconque des revendications 2 à 5, caractérisé en ce que la hauteur de col (K) de l'au moins un passage (15) correspond au maximum à la profondeur (T) de l'au moins un renfoncement (21).
  7. Rail d'ancrage selon l'une quelconque des revendications 2 à 6, caractérisé en ce qu'au moins la section de fond (22) de l'au moins un renfoncement (21) est pourvue de nervures de renforcement (23).
  8. Rail d'ancrage selon l'une quelconque des revendications 1 à 7, caractérisé en ce que les éléments d'ancrage (26) sont fixés de manière inamovible dans les passages (15).
EP09177052.9A 2008-12-17 2009-11-25 Rails d'ancrage Not-in-force EP2199475B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008054799A DE102008054799A1 (de) 2008-12-17 2008-12-17 Ankerschiene

Publications (3)

Publication Number Publication Date
EP2199475A2 EP2199475A2 (fr) 2010-06-23
EP2199475A3 EP2199475A3 (fr) 2013-05-01
EP2199475B1 true EP2199475B1 (fr) 2014-03-26

Family

ID=42029667

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09177052.9A Not-in-force EP2199475B1 (fr) 2008-12-17 2009-11-25 Rails d'ancrage

Country Status (5)

Country Link
US (1) US20100146904A1 (fr)
EP (1) EP2199475B1 (fr)
CN (1) CN101748802A (fr)
CA (1) CA2688782A1 (fr)
DE (1) DE102008054799A1 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010031636B4 (de) * 2010-07-21 2012-02-23 Hilti Aktiengesellschaft Ankerschiene mit Zugband
DK2551416T3 (en) * 2011-07-27 2014-02-24 Hilti Ag anchor rail
KR101520002B1 (ko) * 2015-01-05 2015-05-14 (주)세종알앤디 조립식 플레이트와 정착 채널을 구비한 프리캐스트 콘크리트 부재
EP3081706B1 (fr) * 2015-04-18 2020-03-25 HALFEN GmbH Rails d'ancrage dans le béton
EP3081708B1 (fr) * 2015-04-18 2020-09-02 HALFEN GmbH Rail d'ancrage dans le béton
EP3124711A1 (fr) * 2015-07-29 2017-02-01 HILTI Aktiengesellschaft Procede de fabrication d'un rail de fixation et rail de fixation
US9982427B2 (en) * 2016-09-06 2018-05-29 Cooper Technologies Company Concrete deck insert
EP3810863A4 (fr) * 2018-05-18 2021-06-30 Cetres Holdings LLC. Ancrage de bossage de béton
US11466451B2 (en) * 2021-02-11 2022-10-11 Copper Harbor Investments, LLC Panel attachment structure

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2609815A1 (de) * 1976-03-10 1977-09-15 Halfeneisen Gmbh & Co Kg Ankerschiene
US4130977A (en) * 1977-01-10 1978-12-26 Versabar Corporation Concrete insert
US5564873A (en) * 1980-02-02 1996-10-15 Multifastener Corporation Self-attaching fastening element and method of attachment
US4802803A (en) * 1980-02-02 1989-02-07 Multifastener Corporation Fastening element and panel assembly
US4488844A (en) * 1982-06-07 1984-12-18 Jacobson Mfg. Co., Inc. Floating fastener retainer assembly with removable fasteners
DE3407801C1 (de) * 1984-03-02 1985-06-20 Siegfried 7135 Wiernsheim Fricker Ankerschiene
DE3531998A1 (de) * 1985-09-07 1987-03-19 Halfeneisen Gmbh & Co Kg In beton oder dergleichen einbettbare ankerschiene
DE3546107A1 (de) * 1985-12-24 1987-06-25 Halfeneisen Gmbh & Co Kg Ankerschiene fuer bautechnik
US4948313A (en) * 1988-11-23 1990-08-14 Wesanco, Inc. Nut platform for framing channels
US5313761A (en) * 1992-01-29 1994-05-24 Glass Equipment Development, Inc. Insulating glass unit
DE4228463C2 (de) * 1992-08-27 2001-07-26 Halfen Gmbh & Co Kg Verfahren zur Herstellung einer Ankerschiene für die Bautechnik und Vorrichtung zur Durchführung des Verfahrens
US5743062A (en) * 1994-02-15 1998-04-28 Halfen Gmbh & Co. Kommanditgesellschaft Anchoring device for housing/building construction
IT246843Y1 (it) * 1999-07-08 2002-04-10 Zambelli Sergio Dispositivo di ancoraggio per manufatti edili in calcestruzzo o simili con elemento di ancoraggio al manufatto ad elevata semplicita' di
DE10249030A1 (de) * 2002-04-19 2003-11-06 Profil Verbindungstechnik Gmbh Funktionselement zur Anbringung an ein Blechteil, aus diesen hergestelltes Zusammenbauteil sowie Verfahren zur Anbringung des Funktionselements an ein Blechteil
EP1491483B1 (fr) * 2003-06-25 2009-08-12 Inventio Ag Dispositif de montage pour guides d' ascenseur
CN200985564Y (zh) * 2006-10-19 2007-12-05 邓兴国 T型预埋自脱式锚具
US7766295B2 (en) * 2007-08-10 2010-08-03 Illinois Tool Works Inc. Support hanger

Also Published As

Publication number Publication date
CA2688782A1 (fr) 2010-06-17
EP2199475A2 (fr) 2010-06-23
DE102008054799A1 (de) 2010-06-24
US20100146904A1 (en) 2010-06-17
EP2199475A3 (fr) 2013-05-01
CN101748802A (zh) 2010-06-23

Similar Documents

Publication Publication Date Title
EP2199475B1 (fr) Rails d'ancrage
EP2199476B1 (fr) Rails d'ancrage
EP2551416B1 (fr) Rails d'ancrage
EP0211256B1 (fr) Dispositif d'ancrage dans le béton pour charges lourdes
DE2216760C2 (de) Gesteinsbohrer
EP3596279B1 (fr) Élément d'assemblage par vissage oblique de deux pièces
EP1718875A1 (fr) Unite de liaison
DE1028767B (de) Stabfoermiges Bauelement mit Lochreihen
EP1899613B1 (fr) Vis d'ancrage
DE10392457T5 (de) Lastenträger-Lagerung
DE202015003443U1 (de) Schalung zur Herstellung von Betonfertigteilen mit zumindest einer in dem Betonfertigteil eingebetteten Ankerschiene
EP1063434A2 (fr) Boulon de maçonnerie pour le renforcement et/ou la consolidation de murs
EP2478163B1 (fr) Rail d'ancrage à noyer
DE102012216957A1 (de) Ankerschienenanordnung
EP3569795A1 (fr) Dispositif de positionnement d'une ancre de transport
EP3191655B1 (fr) Module muni d'un élément de construction
DE202017004441U1 (de) Bolzenstruktur mit einer eingebauten Verriegelungseinrichtung
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
EP1935834B1 (fr) Elément télescopique
DE202007014884U1 (de) Verbindungsbeschlag
AT506192B1 (de) Verbindungselement
DE202014105061U1 (de) Transportanker zur Sicherung von Betonfertigteilen
DE102020111485A1 (de) Ankerplatte und Befestigungsanordnung
DE102008048927B4 (de) Verbindungsbeschlag
DE102015011553A1 (de) Drehmomentschrauber

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

AX Request for extension of the european patent

Extension state: AL BA RS

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

AX Request for extension of the european patent

Extension state: AL BA RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/41 20060101AFI20130328BHEP

17P Request for examination filed

Effective date: 20131104

RBV Designated contracting states (corrected)

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 SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20131213

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

Ref legal event code: REF

Ref document number: 659097

Country of ref document: AT

Kind code of ref document: T

Effective date: 20140415

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: 502009009060

Country of ref document: DE

Effective date: 20140508

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: 20140326

Ref country code: NO

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: 20140626

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20140326

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: 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: 20140326

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: 20140326

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

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: 20140326

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: 20140326

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

Effective date: 20140326

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: 20140326

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: 20140626

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: 20140326

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: 20140326

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: 20140326

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: 20140726

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

Effective date: 20140326

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: 20140326

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: 20140326

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

Effective date: 20140728

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502009009060

Country of ref document: DE

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

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: 20140326

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

26N No opposition filed

Effective date: 20150106

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: 20140326

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502009009060

Country of ref document: DE

Effective date: 20150106

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

Effective date: 20141125

Ref country code: BE

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

Effective date: 20141130

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: 20140326

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: LI

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

Effective date: 20141130

Ref country code: CH

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

Effective date: 20141130

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: 20140326

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20150731

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: 20141125

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

Ref country code: FR

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

Effective date: 20141201

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 659097

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141125

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: 20141125

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

Ref country code: SM

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: 20140326

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: 20140627

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: 20140326

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: 20140326

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: 20091125

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

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: 20140326

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

Ref country code: GB

Payment date: 20231123

Year of fee payment: 15

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

Ref country code: DE

Payment date: 20231121

Year of fee payment: 15

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502009009060

Country of ref document: DE

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

Effective date: 20241125

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

Ref country code: DE

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

Effective date: 20250603

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: 20241125