EP2290167A1 - Armature de poinçonnement - Google Patents

Armature de poinçonnement Download PDF

Info

Publication number
EP2290167A1
EP2290167A1 EP10164757A EP10164757A EP2290167A1 EP 2290167 A1 EP2290167 A1 EP 2290167A1 EP 10164757 A EP10164757 A EP 10164757A EP 10164757 A EP10164757 A EP 10164757A EP 2290167 A1 EP2290167 A1 EP 2290167A1
Authority
EP
European Patent Office
Prior art keywords
punching
double
reinforcement
reinforcement according
heads
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
EP10164757A
Other languages
German (de)
English (en)
Other versions
EP2290167B1 (fr
Inventor
Peter Widmer
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.)
Bossard and Staerkle AG
Original Assignee
Sybaco 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 Sybaco AG filed Critical Sybaco AG
Priority to PL10164757T priority Critical patent/PL2290167T3/pl
Publication of EP2290167A1 publication Critical patent/EP2290167A1/fr
Application granted granted Critical
Publication of EP2290167B1 publication Critical patent/EP2290167B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18—Spacers of metal or substantially of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs

Definitions

  • the present invention relates to a punching reinforcement for floor or ceiling slabs, comprising a plurality of double-headed dowels fixedly connected to at least one longitudinal bar.
  • Punching shear reinforcement is principally used in punch-endangered areas of flat slabs, bridge slabs and floor slabs.
  • punching reinforcements are used where columnar support elements are supported on floor or bridge slabs, or flat slabs rest on columnar support elements.
  • shear forces are to be absorbed, which are to be transferred from an upper reinforcement layer into a lower reinforcement layer or vice versa.
  • the upper or lower reinforcement layer take over the bending forces that occur, and thanks to the shear-through reinforcements, truss-like force models are formed in order to achieve a significantly increased bending stiffness.
  • double-headed dowel strips have been used in the area of floor slabs or ceiling slabs subject to punching.
  • a typical example of such so-called double-headed dowel strips shows, for example, the DE 2727159 A
  • These still known and widespread double-headed dowel strips also show the documents DE 19756358 or DE 2924449 such as DE 29807557 U ,
  • Double-headed dowel strips are arranged in a star shape around a support element.
  • these double-headed dowel strips come into conflict with the otherwise orthogonally installed reinforcements. This problem has been recognized and, accordingly, double headed dowel bars have been realized in which the arrangement of the double headed dowels over the length of the strip is variable.
  • Such a variant shows, for example, the German utility model DE 20016373 U as well as the German utility model DE 20106428 U ,
  • reinforcement baskets are offered, which are also known by the term ironing basket.
  • These reinforcing baskets consist of a plurality of rectangular meandering stirrups which are interconnected by means of bars extending transversely to the longitudinal direction.
  • These ironing baskets have the advantage that they also realize the orthogonal orientation, which corresponds to the reinforcement of the floor or ceiling plate itself and therefore occur during installation less conflicts.
  • Such an ironing basket is for example in the Swiss patent CH 688519 shown.
  • the document shows solutions with alternative forms CH 695106 .
  • the ironing basket is first laid in the area of the support and then the lower layer of the bending reinforcement is laid crossing the basket, whereupon the upper layer is also laid crossing this ironing basket.
  • the laying distance of the longitudinal and transverse bars of the bending reinforcements must therefore be selected according to the ironing masses.
  • the stirrup basket reinforcements are used in particular in punch-endangered areas of flat ceilings and floor slabs at medium loads. Especially in such cases but also prefabricated mats are used for the lower and upper reinforcement layer, consisting of orthogonally intersecting longitudinal bars and transverse bars exist that are welded together. Such mats can not be combined with the ironing baskets of known design. Accordingly, one has changed such hoop baskets and implemented instead of the meandering shape a plurality of U-shaped brackets whose legs are directed vertically upward in the installed position while the webs are in the lower region. These webs are then interconnected by means of corresponding longitudinal bars. Therefore, such hoop baskets can easily hang up on a lower layer of a reinforcement and secure.
  • the upwardly directed legs are bent at their free ends by practically 180 ° downwards, thus forming open hooks.
  • the upper reinforcement layer in the floor slab or ceiling slab must then be retracted accordingly and pulled upwards, so that these come to rest with the longitudinal or transverse bars in the open hooks. In this position, the upper reinforcement is then tied off.
  • a typical example of such a hanger basket shows, for example EP 0184995 B. At higher loads, however, these ironing baskets do not suffice. Here they must be combined with additional elements such as so-called steel mushrooms.
  • Another example of the reinforcement in combination with so-called hanger baskets are cross-shaped elements, which additionally show shear reinforcement.
  • Such an element shows, for example, the European patent application EP 1932978 A .
  • solutions Doppelkopfbügelleisten V-shaped design and so also practically forms a basket of sheer Doppelkopfdübeln.
  • This solution is in particular from the DE 3523656 known. Although such a solution is suitable for higher loads but has the previously mentioned Verlegenachmaschine, as well as these elements in turn must be arranged in a star shape around the support elements.
  • the punching reinforcement consists of a number of U-shaped bent bracket 4, which can be seen in the side view shown here only one of the two parallel legs 5, since the second leg 5 is aligned behind.
  • the U-shaped bracket 4 are connected to each other via longitudinal bars 2, wherein on the one hand, the longitudinal bars 2, which are welded to the legs 5 of the U-shaped bracket 4, and recognizes the other Longitudinal bars 3 which are welded onto the webs 6 of the U-shaped brackets 4 which are not recognizable here.
  • the longitudinal bars 3 on the webs 6 of the bracket 4 are required because they serve as a support of the upper reinforcement.
  • the legs 5 of the U-shaped bracket 4 are longer than the double-headed plugs 10 and project down beyond the double-headed plug 10 also.
  • the ends of the legs 5 can simply be cut straight and stand on a not visible here formwork during installation in a bottom plate or ceiling plate. In order to avoid possible corrosion damage and thus spalling of concrete parts, it is useful to provide the ends of the legs 5, which form the feet 7 with plastic pins that serve as shoes 8.
  • FIG. 1 one sees the same punching shear basket 1 shown perpendicular to the direction.
  • P the bottom plate or ceiling plate is called.
  • the lower bending reinforcement U is relocated at a distance from the shuttering not shown here. This consists of orthogonal reinforcing bars. If these reinforcing bars are laid, the inventive punching shear baskets 1 will be inserted in the area of the supporting elements not shown here.
  • the U-shaped bracket 4 have legs 5, which are dimensioned so that the feet 7 and their shoes 8 are on the casing while the connecting longitudinal bars 2 come to lie above the lower bending reinforcement U.
  • This upper bending reinforcement 0 is also made of orthogonally extending reinforcing bars, in which case they are larger in diameter than the lower reinforcing bars of the lower bending reinforcement U.
  • the upper heads 12 of the double-headed dowels 10 also come to lie here in optimal design in the area of the upper bending reinforcement O.
  • the punching shear basket 1 thus optimally fulfills a double function, namely, on the one hand to keep the double-headed dowels 10 in the correct height and position and on the other hand serves the punching shear basket 1 at the same time as a support for the upper reinforcement.
  • the manufacturer of the punching shear basket provides the projecting engineer a corresponding EDP program available in order to achieve the correct design of the bottom plate or ceiling plate with the matching reinforcements according to the loads.
  • the double-headed dowels 10 used here are detailed in the Figures 3, 3a and 3b shown.
  • the double-head dowels 10 consist of a dowel pin 13 at its lower end a lower head 11 and at its upper end an upper head 12 is formed. These two heads 11, 12 are integrally formed on a dowel pin 13 preferably integrally. In the present case, a ribbed structural steel is used here.
  • the double-headed plug 10 is made in one piece.
  • the heads 11, 12 can be formed either by a pressing process or by a forging process. At higher loads, it is advantageous to reinforce these heads 11, 12.
  • the solution will certainly be changed in terms of production technology such that the double-headed plug 10 is manufactured in a casting process, for example, wherein the plug bolt 13 is integrally formed with the heads 11, 12 and the reinforcing rings 14.
  • FIG. 4 a possible installation arrangement of the inventive punching shear baskets 1 is shown.
  • the support element is designated S. In this case, it is a column with a square cross-section.
  • the punching reinforcement baskets 1 accordingly extend perpendicularly away from each side of the support member S in the orthogonal direction. Only for the sake of clarity not more punching shear baskets 1 were shown, but in principle one will always attach the same amount of punching shear baskets 1 on each side, if it is a central support element.
  • the laying plans will be different if the support member is located at an edge or at a corner of a floor or ceiling panel.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
EP10164757A 2009-08-21 2010-06-02 Armature de poinçonnement Not-in-force EP2290167B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10164757T PL2290167T3 (pl) 2009-08-21 2010-06-02 Zbrojenie zabezpieczające przed przebiciem

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH01301/09A CH701682A1 (de) 2009-08-21 2009-08-21 Durchstanzbewehrung.

Publications (2)

Publication Number Publication Date
EP2290167A1 true EP2290167A1 (fr) 2011-03-02
EP2290167B1 EP2290167B1 (fr) 2012-02-29

Family

ID=42109751

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10164757A Not-in-force EP2290167B1 (fr) 2009-08-21 2010-06-02 Armature de poinçonnement

Country Status (4)

Country Link
EP (1) EP2290167B1 (fr)
AT (1) ATE547577T1 (fr)
CH (1) CH701682A1 (fr)
PL (1) PL2290167T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120023858A1 (en) * 2009-04-03 2012-02-02 Jae Ho Lee Truss-type shear reinforcement material having double anchorage functions at both top and bottom thereof
GB2491339A (en) * 2011-04-15 2012-12-05 Stephen Bell Punching shear reinforcement structure for pre cast concrete planks
WO2021209686A1 (fr) * 2020-04-16 2021-10-21 Peikko Group Oy Élément allongé à tête
EP4112833A1 (fr) * 2021-06-28 2023-01-04 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Agencement de renfort permettant d'augmenter la résistance au poinçonnage, ainsi que procédé associé

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2383287A1 (fr) * 1977-03-10 1978-10-06 Trefilerie Normande Ste Nle Armature utilisable pour la fabrication au moyen d'un moule, d'articles en beton arme
DE2727159A1 (de) 1977-06-16 1978-12-21 Leonhardt Fritz Bewehrung von flachdecken gegen durchstanzen
DE2924449A1 (de) 1979-06-18 1981-01-08 Union Carbide Corp Verfahren zum reinigen von abwasser im belebtschlammverfahren
GB2149832A (en) * 1983-11-17 1985-06-19 Avi Alpenlaendische Vered Stirrup basket
DE3523656A1 (de) 1984-07-24 1986-02-06 AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark Schubbewehrungssystem fuer flaechentragwerke
AT390099B (de) * 1987-02-06 1990-03-12 Avi Alpenlaendische Vered Die verwendung einer fuer bauteile aus stahlbeton bestimmten bewehrung
EP0184995B1 (fr) 1984-12-12 1991-07-31 Ulisse C. Aschwanden Système d'armature empêchant le cissaillement
CH688519A5 (de) 1994-06-24 1997-10-31 Fischer Reinach Ag Durchstanz-Bewehrung fuer gestuetzte Betondecken im Bereiche von deren Stuetzen sowie Verfahren zu deren Herstellung und Biegemaschine.
GB2328455A (en) * 1996-08-21 1999-02-24 Jubin Motamed Concrete slab shear reinforcement
DE19756358A1 (de) 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
DE29903737U1 (de) * 1999-03-02 1999-08-12 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Schubbewehrung
DE29807557U1 (de) 1998-04-30 1999-09-09 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Schubbewehrung
DE20016373U1 (de) 2000-09-21 2000-12-28 Egon Elsäßer Bauindustrie GmbH & Co. KG, 78187 Geisingen Vorrichtung für den einfachen Einbau von Durchstanzbewehrungen in Decken
DE20106428U1 (de) 2001-04-11 2001-07-19 Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin Dübelleiste für Durchstanzbewehrungen
DE10001595A1 (de) * 2000-01-17 2001-07-19 Deha Ankersysteme Bewehrung für Stahlbetondecken
DE202005013048U1 (de) * 2005-08-18 2005-12-01 Schöck Bauteile GmbH Bauelement zur Schubbewehrung
CH695106A5 (de) 2001-01-23 2005-12-15 Fischer Reinach Ag Verfahren zur Herstellung einer Schubarmierung in gestützten Betondecken.
EP1932978A1 (fr) 2006-12-14 2008-06-18 Nivo AG Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2383287A1 (fr) * 1977-03-10 1978-10-06 Trefilerie Normande Ste Nle Armature utilisable pour la fabrication au moyen d'un moule, d'articles en beton arme
DE2727159A1 (de) 1977-06-16 1978-12-21 Leonhardt Fritz Bewehrung von flachdecken gegen durchstanzen
DE2924449A1 (de) 1979-06-18 1981-01-08 Union Carbide Corp Verfahren zum reinigen von abwasser im belebtschlammverfahren
GB2149832A (en) * 1983-11-17 1985-06-19 Avi Alpenlaendische Vered Stirrup basket
DE3523656A1 (de) 1984-07-24 1986-02-06 AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark Schubbewehrungssystem fuer flaechentragwerke
EP0184995B1 (fr) 1984-12-12 1991-07-31 Ulisse C. Aschwanden Système d'armature empêchant le cissaillement
AT390099B (de) * 1987-02-06 1990-03-12 Avi Alpenlaendische Vered Die verwendung einer fuer bauteile aus stahlbeton bestimmten bewehrung
CH688519A5 (de) 1994-06-24 1997-10-31 Fischer Reinach Ag Durchstanz-Bewehrung fuer gestuetzte Betondecken im Bereiche von deren Stuetzen sowie Verfahren zu deren Herstellung und Biegemaschine.
GB2328455A (en) * 1996-08-21 1999-02-24 Jubin Motamed Concrete slab shear reinforcement
DE19756358A1 (de) 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
DE29807557U1 (de) 1998-04-30 1999-09-09 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Schubbewehrung
DE29903737U1 (de) * 1999-03-02 1999-08-12 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Schubbewehrung
EP1033454A2 (fr) 1999-03-02 2000-09-06 SCHÖCK BAUTEILE GmbH Elément de construction pour armature de cisaillement
DE10001595A1 (de) * 2000-01-17 2001-07-19 Deha Ankersysteme Bewehrung für Stahlbetondecken
DE20016373U1 (de) 2000-09-21 2000-12-28 Egon Elsäßer Bauindustrie GmbH & Co. KG, 78187 Geisingen Vorrichtung für den einfachen Einbau von Durchstanzbewehrungen in Decken
CH695106A5 (de) 2001-01-23 2005-12-15 Fischer Reinach Ag Verfahren zur Herstellung einer Schubarmierung in gestützten Betondecken.
DE20106428U1 (de) 2001-04-11 2001-07-19 Deutsche Kahneisen Gesellschaft mbH, 12057 Berlin Dübelleiste für Durchstanzbewehrungen
DE202005013048U1 (de) * 2005-08-18 2005-12-01 Schöck Bauteile GmbH Bauelement zur Schubbewehrung
EP1932978A1 (fr) 2006-12-14 2008-06-18 Nivo AG Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120023858A1 (en) * 2009-04-03 2012-02-02 Jae Ho Lee Truss-type shear reinforcement material having double anchorage functions at both top and bottom thereof
GB2491339A (en) * 2011-04-15 2012-12-05 Stephen Bell Punching shear reinforcement structure for pre cast concrete planks
WO2021209686A1 (fr) * 2020-04-16 2021-10-21 Peikko Group Oy Élément allongé à tête
EP4112833A1 (fr) * 2021-06-28 2023-01-04 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Agencement de renfort permettant d'augmenter la résistance au poinçonnage, ainsi que procédé associé

Also Published As

Publication number Publication date
PL2290167T3 (pl) 2012-06-29
ATE547577T1 (de) 2012-03-15
CH701682A1 (de) 2011-02-28
EP2290167B1 (fr) 2012-02-29

Similar Documents

Publication Publication Date Title
DE112010000467T5 (de) Scherverstärkungsmaterial des kragträgertyps mit doppeltenverankerungsfunktionen an oberseite und unterseite
EP2963205B1 (fr) Dispositif de coffrage
EP2290167B1 (fr) Armature de poinçonnement
EP1252403A1 (fr) Plafond en beton creux alveolaire
EP2977526B1 (fr) Équerre de fixation pour coffrages de rives de dalle
EP3574160A1 (fr) Élément de construction hybride en béton poreux
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
EP2166172B1 (fr) Dispositif d'armature d'une structure en béton contre le poinçonnement aux alentours de la zone d'appui d'une dalle et élément d'armature de poinçonnement relatif
EP1033454B1 (fr) Elément de construction pour armature de cisaillement
EP2080841B1 (fr) Elément de pose de dalles en console
DE202006007405U1 (de) Schubbewehrungselement
EP2459812A1 (fr) Élément de béton armé à armature formée d'éléments de tôle en z
DE20304644U1 (de) Vorrichtung zur Höhenpositionierung von Bewehrungslagen und Rohrregistern bei der Betonkernaktivierung
EP3070225B1 (fr) Élément d'armature de poinçonnement et construction dotée d'une plaque comprenant un élément d'armature de poinçonnement
EP2143851B1 (fr) Elément d'armature pour l'absorption de forces dans les bords latéraux de plaques en béton aux alentours d'éléments d'appui
WO2004059216A1 (fr) Element de construction prefabrique en particulier element de construction ou de paroi constitue d'un materiau durci et procede de production d'un tel element de construction
EP2770136B1 (fr) Équerre de fixation pour coffrages de rives de dalle
AT10698U1 (de) Verbindungselement und hohlwandelement mit solchen verbindungselementen
DE9210992U1 (de) Dübelanordnung für aus Beton hergestellte Industriefußböden
DE10001595A1 (de) Bewehrung für Stahlbetondecken
DE19924418A1 (de) Bauelement zur Schubbewehrung
EP2295667B1 (fr) Elément d'armature pour la pose dans des composants en béton
AT270962B (de) Vorgefertigtes, großformatiges, dünnwandiges Stahlbeton-Tafelelement
DE202023101939U1 (de) Vorrichtung zum Einsetzen in plattenförmige Elemente
DE1608527C (de) Untertageausbau

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: A1

Designated state(s): AL 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: BA ME RS

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: BOSSARD + STAERKLE AG

17P Request for examination filed

Effective date: 20110609

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04C 5/18 20060101ALI20110809BHEP

Ipc: E04C 5/06 20060101AFI20110809BHEP

Ipc: E04B 5/43 20060101ALI20110809BHEP

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): AL 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: CH

Ref legal event code: EP

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 547577

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120315

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: CH

Ref legal event code: NV

Representative=s name: SCHNEIDER FELDMANN AG PATENT- UND MARKENANWAELTE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502010000471

Country of ref document: DE

Effective date: 20120419

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20120229

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20120229

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

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120629

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: 20120229

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: 20120229

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: 20120529

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: 20120229

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: SPAETER ZUG AG

Free format text: BOSSARD + STAERKLE AG#IM GOEBLI 61#6301 ZUG (CH) -TRANSFER TO- SPAETER ZUG AG#IM GOEBLI 61#6300 ZUG (CH)

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: 20120229

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: 20120530

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: 20120229

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: 20120629

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502010000471

Country of ref document: DE

Owner name: SPAETER ZUG AG, CH

Free format text: FORMER OWNER: BOSSARD & STAERKLE AG, ZUG, CH

Effective date: 20120726

Ref country code: DE

Ref legal event code: R082

Ref document number: 502010000471

Country of ref document: DE

Representative=s name: ZELLENTIN & PARTNER GBR, DE

Effective date: 20120726

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: 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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

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: 20120229

BERE Be: lapsed

Owner name: BOSSARD + STAERKLE A.G.

Effective date: 20120630

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: 20120630

26N No opposition filed

Effective date: 20121130

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: 20120229

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502010000471

Country of ref document: DE

Effective date: 20121130

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130228

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

Effective date: 20120609

Ref country code: BE

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

Effective date: 20120630

Ref country code: FR

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

Effective date: 20120702

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: 20120229

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: 20120529

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

Ref country code: AL

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: 20120229

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: 20120229

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: 20120229

Ref country code: LU

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

Effective date: 20120602

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

Effective date: 20100602

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

Ref country code: DE

Payment date: 20140528

Year of fee payment: 5

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

Ref country code: PL

Payment date: 20140411

Year of fee payment: 5

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

Effective date: 20140602

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: 20140602

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502010000471

Country of ref document: DE

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: 20160101

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 547577

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150602

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

Ref country code: PL

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

Effective date: 20150602

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

Ref country code: CH

Payment date: 20160929

Year of fee payment: 7

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: 20150602

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: 20170630

Ref country code: LI

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

Effective date: 20170630