EP1469135A1 - Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative - Google Patents

Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative Download PDF

Info

Publication number
EP1469135A1
EP1469135A1 EP04425256A EP04425256A EP1469135A1 EP 1469135 A1 EP1469135 A1 EP 1469135A1 EP 04425256 A EP04425256 A EP 04425256A EP 04425256 A EP04425256 A EP 04425256A EP 1469135 A1 EP1469135 A1 EP 1469135A1
Authority
EP
European Patent Office
Prior art keywords
stirrup
reinforcement
structures
tracts
oblique
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
EP04425256A
Other languages
German (de)
English (en)
Other versions
EP1469135B1 (fr
Inventor
Anton Massimo Galluccio
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to PL04425256T priority Critical patent/PL1469135T3/pl
Publication of EP1469135A1 publication Critical patent/EP1469135A1/fr
Priority to US11/175,321 priority patent/US20050257482A1/en
Application granted granted Critical
Publication of EP1469135B1 publication Critical patent/EP1469135B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21F—WORKING OR PROCESSING OF METAL WIRE
    • B21F27/00—Making wire network, i.e. wire nets
    • B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/122—Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching a continuous stirrup to longitudinal wires
    • 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
    • E04C5/0618—Closed cages with spiral- or coil-shaped stirrup rod

Definitions

  • the invention relates to the broken-spiral stirrup and to the method with which the reinforcement of concrete structures is implemented and, in particular, the reinforcement of columns and beams.
  • the reinforcement of concrete columns and beams is implemented by a plurality of longitudinal members - arranged on the sides of a rectangle and among which the ones at the corner are called stirrup supports - and by a plurality of stirrups, implementing the cross reinforcement, each one constituted by a steel bar bent according to a closed line, with the ends bent like a hook at the same angle of the implemented rectangular figure.
  • stirrups are distributed along the length of the longitudinal members and they are fastened thereto with bindings, implemented with steel annealed wire, so that during the concrete casting they do not translate onto the longitudinal members themselves.
  • 5-meter-long beam or column may require, for example, from 30 to 40 stirrups, therefore more than 120 bindings.
  • stirrups require the use of a bending-shearing machine, usually they are implemented in the workshop and then transported in bundles to the site wherein the building with concrete columns and beams to be reinforced is under construction.
  • a spiral reinforcement structure which is constituted by a wire, or metal bar, bent to form a number of consecutive windings with a distance "D" one from the other, each one with three sides substantially perpendicular to the longitudinal direction of the structure and lying on the same plane.
  • the fourth side originating the pitch, is arranged in oblique direction and it constitutes a limited tract of the spiral. It is always placed on the same side of the spiral reinforcement structure (as exemplified in figure 3).
  • the method then comprises the compaction of the stirrup structure 1 until the state wherein said winding configurations are mutually adjacent, that is in mutually in contact or however very near positions.
  • the method for assembling the stirrup structure 1 to the reinforcement longitudinal members 6, with the purpose of implementing the reinforcement structure 8, usually provides the use of a plurality of stirrup structures 1, so that, independently from the length of the reinforced concrete structure to be implemented, each one results easy to handle, with a weight not higher than 20-30 kg.
  • the subject invention thus, provides that the reinforcement structures 8 be implemented in the site, the stirrup structures 1 be implemented in the workshop and be handled in the compacted state and, in the site, said stirrup structures 1 in the compacted state be positioned onto the assembly plane or in the form, that the anchoring means 7 be removed and each of said stirrup structures 1 be thus released in axial direction in order to assume the extended state, with the pitch equal to the one provided in the design. Once reached the extended state, said stirrup structures are stabilized in such state to the reinforcement longitudinal members 6.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP04425256A 2003-04-14 2004-04-07 Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative Expired - Lifetime EP1469135B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL04425256T PL1469135T3 (pl) 2003-04-14 2004-04-07 Strzemię w kształcie łamanej spirali i sposób wykonania zbrojenia konstrukcji betonowych
US11/175,321 US20050257482A1 (en) 2003-04-14 2005-07-07 Broken-spiral stirrup and method for implementing the reinforcement of concrete structures

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITAR20030018 2003-04-14
IT2003AR000018A ITAR20030018A1 (it) 2003-04-14 2003-04-14 Staffatura ad elica spezzata e metodo per la realizzazione della armatura di strutture in calcestruzzo

Publications (2)

Publication Number Publication Date
EP1469135A1 true EP1469135A1 (fr) 2004-10-20
EP1469135B1 EP1469135B1 (fr) 2010-06-02

Family

ID=29266831

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04425256A Expired - Lifetime EP1469135B1 (fr) 2003-04-14 2004-04-07 Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative

Country Status (7)

Country Link
EP (1) EP1469135B1 (fr)
AT (1) ATE470029T1 (fr)
DE (1) DE602004027438D1 (fr)
DK (1) DK1469135T3 (fr)
ES (1) ES2347048T3 (fr)
IT (1) ITAR20030018A1 (fr)
PL (1) PL1469135T3 (fr)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
WO2007019598A1 (fr) * 2005-08-19 2007-02-22 University Of Wollongong Element de charpente en beton arme
ES2299299A1 (es) * 2005-07-28 2008-05-16 Ferroberica, S.L. Sistema de construccion de cajones de hormigon para obras de abrigo y atraque destinadas a puertos similares.
WO2011099742A2 (fr) * 2010-02-10 2011-08-18 주식회사 옥타곤엔지니어링 Armature d'effort tranchant spiralée et agencement de barres pour brames d'acier mettant en oeuvre cette armature
ITBO20100191A1 (it) * 2010-03-25 2011-09-26 Schnell Spa Metodo per l'armatura di strutture edilizie
RU2452828C1 (ru) * 2010-12-30 2012-06-10 Лема Хамидович Базаев Арматурный элемент
US8713887B2 (en) * 2007-01-22 2014-05-06 Ideas Without Borders Inc. System for reinforcing a building structural component
JP2016108846A (ja) * 2014-12-08 2016-06-20 鹿島建設株式会社 配筋作業支援システム、配筋作業支援方法及び配筋作業支援プログラム
CN114932180A (zh) * 2022-03-29 2022-08-23 中国五冶集团有限公司 一种定位灌注桩钢筋笼螺旋箍筋间距的辅助工具
US20230243120A1 (en) * 2018-07-25 2023-08-03 Terracon Consultants, Inc. Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2530074C1 (ru) * 2013-03-27 2014-10-10 Открытое акционерное общество "Научно-исследовательский центр "Строительство", ОАО "НИЦ "Строительство" Арматурный каркас и способ его изготовления
TWI711749B (zh) * 2019-08-05 2020-12-01 戴雲發 建築物鋼筋立體結構及其製作方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455335A (en) * 1973-02-28 1976-11-10 Goeborgs Betongpalar A Apparatus for assembling reinforcement bodies for concrete piles
FR2342108A1 (fr) * 1976-02-26 1977-09-23 Seidner Maschf E Dispositif pour realiser des armatures spiralees de fils metalliques formees de spires angulaires
GB1564816A (en) * 1976-12-07 1980-04-16 Neturen Co Ltd Reinforced concrete
EP0152397A2 (fr) 1984-01-24 1985-08-21 Rakennusvalmiste Oy Armature en hélice pour éléments en béton préfabriqués et procédé pour la fabrication de cette armature
US6293071B1 (en) * 1997-01-03 2001-09-25 Apostolos Konstantinidis Antiseismic spiral stirrups for reinforcement of load bearing structural elements

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1455335A (en) * 1973-02-28 1976-11-10 Goeborgs Betongpalar A Apparatus for assembling reinforcement bodies for concrete piles
FR2342108A1 (fr) * 1976-02-26 1977-09-23 Seidner Maschf E Dispositif pour realiser des armatures spiralees de fils metalliques formees de spires angulaires
GB1564816A (en) * 1976-12-07 1980-04-16 Neturen Co Ltd Reinforced concrete
EP0152397A2 (fr) 1984-01-24 1985-08-21 Rakennusvalmiste Oy Armature en hélice pour éléments en béton préfabriqués et procédé pour la fabrication de cette armature
US6293071B1 (en) * 1997-01-03 2001-09-25 Apostolos Konstantinidis Antiseismic spiral stirrups for reinforcement of load bearing structural elements

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
DE102005030409B4 (de) * 2005-06-30 2009-12-31 Technische Universität München Wendelförmiges Bewehrungselement
ES2299299A1 (es) * 2005-07-28 2008-05-16 Ferroberica, S.L. Sistema de construccion de cajones de hormigon para obras de abrigo y atraque destinadas a puertos similares.
WO2007019598A1 (fr) * 2005-08-19 2007-02-22 University Of Wollongong Element de charpente en beton arme
US8713887B2 (en) * 2007-01-22 2014-05-06 Ideas Without Borders Inc. System for reinforcing a building structural component
WO2011099742A2 (fr) * 2010-02-10 2011-08-18 주식회사 옥타곤엔지니어링 Armature d'effort tranchant spiralée et agencement de barres pour brames d'acier mettant en oeuvre cette armature
WO2011099742A3 (fr) * 2010-02-10 2011-12-29 주식회사 옥타곤엔지니어링 Armature d'effort tranchant spiralée et agencement de barres pour brames d'acier mettant en oeuvre cette armature
ITBO20100191A1 (it) * 2010-03-25 2011-09-26 Schnell Spa Metodo per l'armatura di strutture edilizie
RU2452828C1 (ru) * 2010-12-30 2012-06-10 Лема Хамидович Базаев Арматурный элемент
JP2016108846A (ja) * 2014-12-08 2016-06-20 鹿島建設株式会社 配筋作業支援システム、配筋作業支援方法及び配筋作業支援プログラム
US20230243120A1 (en) * 2018-07-25 2023-08-03 Terracon Consultants, Inc. Concrete pier foundation with lateral shear reinforcing loops and methods of constructing the same
CN114932180A (zh) * 2022-03-29 2022-08-23 中国五冶集团有限公司 一种定位灌注桩钢筋笼螺旋箍筋间距的辅助工具

Also Published As

Publication number Publication date
ITAR20030018A1 (it) 2003-07-14
ES2347048T3 (es) 2010-10-25
PL1469135T3 (pl) 2010-10-29
DK1469135T3 (da) 2010-10-04
ATE470029T1 (de) 2010-06-15
DE602004027438D1 (de) 2010-07-15
EP1469135B1 (fr) 2010-06-02

Similar Documents

Publication Publication Date Title
US20050257482A1 (en) Broken-spiral stirrup and method for implementing the reinforcement of concrete structures
EP1469135B1 (fr) Etrier d'armature en forme de spirale cassée et méthode de renforcement de béton relative
US8769906B2 (en) Reinforcement system for concrete structures and a method for reinforcing an elongate concrete structure
SE524781C2 (sv) Anordning vid fackverksbalkar
CN204385626U (zh) 箱梁钢筋绑扎胎膜支架
JP6875219B2 (ja) 配筋用スペーサ及び配筋用スペーサを用いた鉄筋支持構造
JP3659918B2 (ja) 床版の構造材
CZ72497A3 (en) Reinforcing bars for flat reinforced concrete structures
JP2020204186A (ja) 鉄筋コンクリートの配筋方法
JP2020186607A (ja) デッキプレート
JP3313145B2 (ja) 円筒状鉄筋組立枠
AU745007B2 (en) Reinforcing elements
US10697178B2 (en) Reinforcing bar positioner and method
EP0937183A1 (fr) Procede de renforcement de beton arme et armature utilisee dans la mise en oeuvre de ce procede
JPH04143350A (ja) 梁スターラップ用半プレハブ鉄筋およびそれによる梁筋の配筋方法
JP2538528B2 (ja) 斜面安定化工法
WO2007030836A1 (fr) Structure d’armature de beton et son procede de fabrication
JPS5910650A (ja) スラブ上端筋の鉄筋配設工法
JP2022053793A (ja) 鉄筋養生カバー
EP1730364A1 (fr) Dispositif d'assemblage de parties de renforcement
JPH01230861A (ja) 鉄筋コンクリート構造物の配筋方法
JPH10280614A (ja) 配筋用目印つき異形鉄筋
JPS6221100B2 (fr)
JPH05148851A (ja) 法枠の施工方法
JPS5817865B2 (ja) 長手方向に沿って囲繞断面積が異なる鉄筋コンクリ−トの柱や梁等に於ける組合せ螺旋帯筋による鉄筋組立方法

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

AX Request for extension of the european patent

Extension state: AL HR LT LV MK

17P Request for examination filed

Effective date: 20050216

AKX Designation fees paid

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

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

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 602004027438

Country of ref document: DE

Date of ref document: 20100715

Kind code of ref document: P

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20100401979

Country of ref document: GR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2347048

Country of ref document: ES

Kind code of ref document: T3

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

Ref country code: 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: 20100602

REG Reference to a national code

Ref country code: PL

Ref legal event code: T3

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

Ref country code: FI

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

Effective date: 20100602

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: 20100602

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: 20100602

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: 20100602

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

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: 20100602

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: 20100602

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: 20100602

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: 20101004

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: 20110303

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602004027438

Country of ref document: DE

Effective date: 20110302

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: 20110430

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20110407

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: 20110430

Ref country code: CH

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

Effective date: 20110430

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20110407

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: 20110407

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

Ref country code: NL

Payment date: 20120502

Year of fee payment: 9

Ref country code: BE

Payment date: 20120430

Year of fee payment: 9

Ref country code: DK

Payment date: 20120425

Year of fee payment: 9

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

Ref country code: FR

Payment date: 20120530

Year of fee payment: 9

Ref country code: PL

Payment date: 20120420

Year of fee payment: 9

Ref country code: GR

Payment date: 20120425

Year of fee payment: 9

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

Ref country code: ES

Payment date: 20120424

Year of fee payment: 9

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

Ref country code: LU

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

Effective date: 20110407

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: 20100602

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: 20100902

BERE Be: lapsed

Owner name: GALLUCCIO, ANTON MASSIMO

Effective date: 20130430

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

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20131101

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20130430

REG Reference to a national code

Ref country code: GR

Ref legal event code: ML

Ref document number: 20100401979

Country of ref document: GR

Effective date: 20131104

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

Ref country code: BE

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

Effective date: 20130430

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20131231

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 NON-PAYMENT OF DUE FEES

Effective date: 20131104

Ref country code: FR

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

Effective date: 20130430

Ref country code: NL

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

Effective date: 20131101

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 NON-PAYMENT OF DUE FEES

Effective date: 20130430

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20140613

REG Reference to a national code

Ref country code: PL

Ref legal event code: LAPE

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

Ref country code: PL

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

Effective date: 20130407

Ref country code: ES

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

Effective date: 20130408

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

Ref country code: AT

Payment date: 20140430

Year of fee payment: 11

Ref country code: DE

Payment date: 20140430

Year of fee payment: 11

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602004027438

Country of ref document: DE

Representative=s name: GRAMM, LINS & PARTNER PATENT- UND RECHTSANWAEL, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602004027438

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 470029

Country of ref document: AT

Kind code of ref document: T

Effective date: 20150407

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: 20151103

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: 20150407

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

Ref country code: IT

Payment date: 20170328

Year of fee payment: 14

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

Ref country code: IT

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

Effective date: 20180407