EP1222344A1 - Bewehrung für eine betonstahlwand - Google Patents

Bewehrung für eine betonstahlwand

Info

Publication number
EP1222344A1
EP1222344A1 EP00971469A EP00971469A EP1222344A1 EP 1222344 A1 EP1222344 A1 EP 1222344A1 EP 00971469 A EP00971469 A EP 00971469A EP 00971469 A EP00971469 A EP 00971469A EP 1222344 A1 EP1222344 A1 EP 1222344A1
Authority
EP
European Patent Office
Prior art keywords
spacers
grids
wall
walls
parallel
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
EP00971469A
Other languages
English (en)
French (fr)
Other versions
EP1222344B1 (de
Inventor
Philippe Durand
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
Publication of EP1222344A1 publication Critical patent/EP1222344A1/de
Application granted granted Critical
Publication of EP1222344B1 publication Critical patent/EP1222344B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • 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
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
    • 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
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • E04C5/167—Connection by means of clips or other resilient elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/06—Forming boards or similar elements the form surface being of metal
    • E04G9/065—Forming boards or similar elements the form surface being of metal the form surface being of wire mesh

Definitions

  • the invention relates to a reinforcement for a concrete wall. It also relates to the use of this frame in a lost formwork.
  • the technique generally consists of fixing these reinforcements on site or even possibly, off site but there is the problem of transport which strongly increases the price because these reinforcements are then bulky. If the technique of pouring concrete using formwork formwork is widely used, a few years ago the technique of lost filtering formwork appeared on the market.
  • This technique has the advantage of allowing excess water to be removed from the concrete. Indeed, with a filtering wall, the concrete contained in the formwork no longer behaves like a fluid creating a hydrostatic pressure, which is proportional to the height of concrete poured above the level considered and therefore, the forces developed by this concrete are much weaker. This allows in particular the use of light formwork which can be put in place without the need for a lifting machine.
  • this filtering formwork is in the form of two walls:
  • the spacers are connected to the formwork walls by joints so that, when one of the formwork walls is moved in translation, the spacers are all folded down on the same side.
  • the spacers are associated with stiffeners on which the expanded metal panels are fixed.
  • stiffeners on which the expanded metal panels are fixed.
  • the invention aims to increase the resistance of the walls. It also aims to improve the performance of lost formwork of the aforementioned type.
  • the subject of the invention is a reinforcement for a concrete wall comprising a support structure consisting of two parallel walls, each formed of fittings arranged in two orthogonal directions and these walls are maintained at the spacing required by spacers, this armature being characterized in that:
  • one of the two parallel walls consists of two grids independent of each other
  • One of the two independent grids is associated with the other wall by a first set of spacers and
  • the other grid of this wall is also associated with the other wall by a second set of spacers independent of those of the first set so that by moving the grids in opposite directions and along an axis parallel to the plane of the grids, the wall spacing is modified. It also relates to the use of this frame.
  • FIG. 7 a perspective view showing the kinetics Referring to the drawing, we see a reinforcement 1 of a concrete wall reinforcement.
  • This lost formwork can be used to obtain vertical or horizontal walls.
  • this formwork comprises a support structure 1 comprising two parallel walls 2, 3 each formed of fittings arranged in two orthogonal directions and these walls 2, 3 are maintained at the spacing required by spacers 4, 5.
  • this frame also has, on at least one of its formwork faces, a permeable structure retaining the aggregates and letting escape. excess water from poured concrete.
  • At least one of the formwork walls is impermeable. According to a characteristic of the invention:
  • - one (2A) of the two independent grids 2A, 2B is associated with the other wall 3 by a first set of spacers 4 and - the other grid 2B of this wall is also associated with the other wall
  • the spacers 4 of the first set of spacers extend in first parallel planes and inclined with respect to a plane perpendicular to the two parallel walls
  • the spacers 5 of the second set of spacers also extend in second parallel planes and inclined with respect to a plane perpendicular to the two parallel walls, - which first and second planes are, intersecting and intersecting.
  • the spacers 4, 5 are, for example, obtained by bending a zigzag wire which hangs behind some of the bars of the grid.
  • the attachment points of the zig zag folded wires of the first set of spacers are, for one wall, materialized by bars or fittings of even numbers while the attachment points of the zig zag wires of the second set of spacers are, for the same wall, materialized by the bars of odd numbers.
  • the zig zag wires delimit diamonds and half-diamonds.
  • the two grids 2A, 2B are held together at a predetermined distance by means of association, which association means comprise means for guiding in translation the two grids in a plane parallel to the two grids.
  • association means 10 are, for example, constituted by a retaining piece or elastic pin forming around the bar two hooks 11, 12 or loops joined by an elastic blade 13 which, by reaction on a transverse bar, holds the bars and bars and / or spacers.
  • the spacers are thus produced by spring steel pins.
  • the springs have a shape studied in order to develop the forces of action and reaction on each of the horizontal and vertical reinforcements. In contact with the bars, these forces develop a friction force proportional to the stiffness of the clip spring.
  • FIG. 6 represents an exemplary embodiment of locking clips for horizontal and vertical armatures / hook.
  • FIG. 5 represents an exemplary embodiment of locking clips for vertical and horizontal reinforcement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Retaining Walls (AREA)
  • Fencing (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
EP00971469A 1999-10-22 2000-10-20 Bewehrung für eine betonstahlwand Expired - Lifetime EP1222344B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR9913463 1999-10-22
FR9913463A FR2800112B1 (fr) 1999-10-22 1999-10-22 Armature pour paroi en beton
PCT/FR2000/002932 WO2001029346A1 (fr) 1999-10-22 2000-10-20 Armature pour paroi en beton

Publications (2)

Publication Number Publication Date
EP1222344A1 true EP1222344A1 (de) 2002-07-17
EP1222344B1 EP1222344B1 (de) 2004-04-28

Family

ID=9551444

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00971469A Expired - Lifetime EP1222344B1 (de) 1999-10-22 2000-10-20 Bewehrung für eine betonstahlwand

Country Status (14)

Country Link
US (1) US6691486B1 (de)
EP (1) EP1222344B1 (de)
JP (1) JP2003512547A (de)
CN (1) CN1158442C (de)
AT (1) ATE265590T1 (de)
AU (1) AU1031901A (de)
CA (1) CA2387977C (de)
DE (1) DE60010306T2 (de)
ES (1) ES2219408T3 (de)
FR (1) FR2800112B1 (de)
MA (1) MA25504A1 (de)
MX (1) MXPA02004018A (de)
PL (1) PL354517A1 (de)
WO (1) WO2001029346A1 (de)

Families Citing this family (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030168575A1 (en) * 2000-06-21 2003-09-11 Fearn Richard N. Concrete wall forming system using fabric
EP1207240A1 (de) * 2000-11-13 2002-05-22 Pumila-Consultadoria e Servicios Ltda. Schalung für eine Betonwand die auch als Bewehrung wirkt
RU2225921C1 (ru) * 2001-07-24 2004-03-20 Пумила-Консултадориа Э Сервисиос Лтда Армированная бетонная стена, изготовленная с помощью остающейся в ней опалубки
US20060137282A1 (en) * 2002-12-19 2006-06-29 Anvick Theodore E Anvick aperture device and method of forming and using same
US7469459B2 (en) * 2003-09-18 2008-12-30 Zephyros, Inc. System and method employing a porous container for sealing, baffling or reinforcing
PL208862B1 (pl) * 2003-11-03 2011-06-30 Polyfinance Coffor Holding S A Szalunek ściany betonowej o wysokiej wytrzymałości
US20050102815A1 (en) * 2003-11-03 2005-05-19 L&L Products, Inc. Reinforced members formed with absorbent mediums
EP1624128A1 (de) * 2004-08-03 2006-02-08 C.S.E. Centro Strutture Edili S.r.l. Metallbewehrung für die Herstellung von bewehrten Betonstrukturen auf der Baustelle
CA2496704A1 (fr) * 2005-02-07 2006-08-07 Serge Meilleur Module de coffrage metallique prefabrique pour beton
US8079197B2 (en) * 2007-01-19 2011-12-20 Suarez Sr Felix E Interlocking mesh
ES2315154B1 (es) * 2007-02-13 2009-12-09 Harley Resources, Inc Paneles estructurales conectados para edificaciones.
US20110099932A1 (en) * 2008-07-11 2011-05-05 Roger Saulce Panel interlocking system
CN104294961B (zh) * 2008-10-13 2018-02-06 贝卡尔特公司 一种具有带有间隔件的钢筋条状件的砌体
JP2011089382A (ja) * 2009-09-25 2011-05-06 As Giken Kk 住宅用基礎パネルユニット、住宅用基礎構造及び住宅用基礎形成方法
WO2012146793A1 (es) * 2011-04-29 2012-11-01 Geo-Hidrol, S.A. Armadura para uso estructural
FR2981097B1 (fr) * 2011-10-10 2014-07-04 Francoise Dauron Dispositif pour realiser des isolations de grande epaisseur.
TWM428973U (en) * 2011-10-28 2012-05-11 Yan-Qing Hong Building structure with stay-in-place mould
EP2644793B1 (de) * 2012-03-28 2016-05-11 SISMO Trading Ltd. Stahlgitterkonfiguration
CN104379841A (zh) * 2012-05-01 2015-02-25 Mct麦石施工技术控股私人有限公司 夹层板、建造这种夹层板的方法、这种夹层板的芯部以及由多个这种夹层板建造的建筑物
US8752349B2 (en) * 2012-06-19 2014-06-17 Jesse Westaby Form system with lath covering
RU2519314C1 (ru) * 2013-01-18 2014-06-10 Алексей Николаевич Чеканов Несъемная опалубка
AT516118B1 (de) * 2014-08-12 2016-05-15 Rapperstorfer Hubert Bewehrungselement sowie Verfahren zum Herstellen eines Bewehrungselementes
BR112019012133B1 (pt) * 2016-12-14 2023-03-07 Lifting Point Pre-Form Pty Limited Estrutura, encontro, estrutura de ponte, e método para construir uma estrutura consolidada
PL126714U1 (pl) * 2017-10-19 2019-04-23 Technobud Nowy Sacz Spolka Z Ograniczona Odpowiedzialnoscia Spolka Komandytowa Stalowy prefabrykowany kosz zbrojenia
CN111463569A (zh) * 2020-04-25 2020-07-28 王晨庄 5g建设基于钢筋或钢结构的保护隐藏式天线阵列结构
CN112012385B (zh) * 2020-07-29 2022-02-11 绍兴文理学院 一种防水叠合板及其施工方法
TWI767325B (zh) * 2020-09-14 2022-06-11 莊玉涵 能提高柱軸力以及柱韌性之非同面彎鉤增效圍束雙繫筋工法、以該工法搭建之成品以及用於該工法之繫筋
US11326342B1 (en) * 2020-12-02 2022-05-10 Brian Moody Embedded interlocking cross member blocks

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1684195A (en) * 1926-11-23 1928-09-11 Russell C Olmsted Reenforcement for concrete structures
US2389238A (en) * 1940-12-20 1945-11-20 Phillips William Arthur Composite structure and structural element
US3347007A (en) * 1964-12-18 1967-10-17 Jesse R Hale Embedded spaced truss structures
US3559355A (en) * 1966-03-10 1971-02-02 Inland Ryerson Construction Pr Building construction system and components therefor
US3721058A (en) * 1969-05-26 1973-03-20 Gen Dynamics Corp Reinforced wall structure
US3844083A (en) * 1970-12-04 1974-10-29 J Farley Wall made of a plurality of interconnected collapsible modules and method of assembly
US4104842A (en) * 1977-02-25 1978-08-08 Rockstead Raymond H Building form and reinforcing matrix
US4336676A (en) * 1977-12-05 1982-06-29 Covington Brothers, Inc. Composite structural panel with offset core
US4366657A (en) * 1980-03-05 1983-01-04 Fred Hopman Method and form for mechanically pouring adobe structures
AT396274B (de) * 1991-04-23 1993-07-26 Avi Alpenlaendische Vered Bewehrungskoerper fuer eine deckenplatte
FR2692303A1 (fr) * 1992-06-11 1993-12-17 Coffratherm Ste Civile Invente Coffrage pour réaliser un mur en béton et mur notamment chauffant obtenu.
US5528876A (en) * 1994-05-09 1996-06-25 Lu; Sin-Yuan Wall structure for buildings
DE29602697U1 (de) * 1995-08-01 1996-11-28 Fischer Willibald Schalung
FR2745315B1 (fr) * 1996-02-26 1998-05-15 Dauron Francoise Procede de realisation d'un mur en beton coule entre deux parois collaborantes et moyens pour la mise en oeuvre du procede
JP3090909B2 (ja) * 1998-10-19 2000-09-25 株式会社クギン 型枠形成ユニットおよび型枠形成方法
US6295770B1 (en) * 1999-12-29 2001-10-02 Chyi Sheu Steel frame building structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0129346A1 *

Also Published As

Publication number Publication date
FR2800112A1 (fr) 2001-04-27
DE60010306D1 (de) 2004-06-03
CN1382241A (zh) 2002-11-27
WO2001029346A1 (fr) 2001-04-26
CA2387977A1 (fr) 2001-04-26
EP1222344B1 (de) 2004-04-28
JP2003512547A (ja) 2003-04-02
MXPA02004018A (es) 2003-09-25
AU1031901A (en) 2001-04-30
CN1158442C (zh) 2004-07-21
FR2800112B1 (fr) 2002-05-24
PL354517A1 (en) 2004-01-26
MA25504A1 (fr) 2002-07-01
ES2219408T3 (es) 2004-12-01
CA2387977C (fr) 2006-06-06
DE60010306T2 (de) 2005-01-13
US6691486B1 (en) 2004-02-17
ATE265590T1 (de) 2004-05-15

Similar Documents

Publication Publication Date Title
EP1222344B1 (de) Bewehrung für eine betonstahlwand
OA13320A (fr) Coffrage à résistance élevée pour mur en béton.
CA1157281A (fr) Element modulaire vertical de construction destine notamment aux ouvrages de retention et procede de construction de tels ouvrages
WO1997031165A1 (fr) Coffrage pour la realisation d'un mur en beton
FR2664319A1 (fr) Dispositif de coffrage comportant des panneaux et des pieces de liaison pour assembler ces panneaux.
FR2491977A1 (fr) Elements de construction pour ossature de batiment, ossature comprenant ces elements, et procede de construction d'une telle ossature
JP3957723B2 (ja) 木工沈床
FR2463237A1 (fr) Dispositif pour realiser des murs coules sur place en beton ou en beton arme
FR2466576A1 (fr) Ossature de batiment a poutres et poteaux en beton arme
FR2992672A1 (fr) Construction a haute resistance et procede de mise en oeuvre
CA2281615C (fr) Procede de realisation d'un plancher de filtre pour le traitement des eaux
FR2789706A1 (fr) Procede d'etanconnement a l'aide de piliers de renfort d'une structure a parois verticales et pilier a cet effet
EP1918488A1 (de) Vorrichtung zur Abstützung von Verschalungen für Bauwerke wie Betonbecken
BE1015453A3 (fr) Procede de realisation de surfaces en beton et joint utilise a cet effet.
FR2956130A1 (fr) Eolienne montee sur un massif d'ancrage.
FR2724680A1 (fr) Perfectionnements a un panneau formant coffrage perdu pour la construction d'ouvrages de genie civil, et notamment de piscines, et procede de mise en oeuvre de ces panneaux
JP3116263U (ja) 金網籠
BE1017284A3 (fr) Dispositif de prehension pour dalle de beton alveolee.
EP0767282A1 (de) Verbundmetallträger
JP4186108B2 (ja) スリーブと補強筋の連結具
FR2829778A1 (fr) Procede et dispositif de positionnement de parois sur une structure centrale
JPH07207923A (ja) 枠組足場の端部枠用手摺
FR2776004A1 (fr) Panneau de coffrage pour la realisation des ouvrages en beton et son dispositif de liaison rapide pour la fixation d'accessoires
FR2501752A1 (fr) Structure de plancher mixte acier-beton et barre d'entretoisement
BE855714R (fr) Systeme d'appui pour poutre prefabriquee en beton permettant de cacher la console du poteau

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

17P Request for examination filed

Effective date: 20020418

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL PAYMENT 20020417;LT PAYMENT 20020417;LV PAYMENT 20020417;MK PAYMENT 20020417;RO PAYMENT 20020417;SI PAYMENT 20020417

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 CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

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

Effective date: 20040428

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: 20040428

Ref country code: AT

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: 20040428

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: 20040428

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: 20040428

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: FRENCH

REF Corresponds to:

Ref document number: 60010306

Country of ref document: DE

Date of ref document: 20040603

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BOVARD AG PATENTANWAELTE

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: 20040728

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: 20040728

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: 20040728

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20040811

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
LTIE Lt: invalidation of european patent or patent extension

Effective date: 20040428

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2219408

Country of ref document: ES

Kind code of ref document: T3

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: 20050131

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: 20051020

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 NON-PAYMENT OF DUE FEES

Effective date: 20040928

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

Ref country code: CH

Payment date: 20091030

Year of fee payment: 10

Ref country code: ES

Payment date: 20091005

Year of fee payment: 10

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

Ref country code: IT

Payment date: 20090925

Year of fee payment: 10

PGRI Patent reinstated in contracting state [announced from national office to epo]

Ref country code: IT

Effective date: 20091201

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

Ref country code: MC

Payment date: 20101018

Year of fee payment: 11

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

Ref country code: LU

Payment date: 20101025

Year of fee payment: 11

Ref country code: DE

Payment date: 20101021

Year of fee payment: 11

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

Ref country code: BE

Payment date: 20101112

Year of fee payment: 11

Ref country code: GB

Payment date: 20101119

Year of fee payment: 11

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: DURAND, PHILIPPE

Free format text: DURAND, PHILIPPE#37, RUE VEUVE FLEURET#78130 LES MUREAUX (FR) -TRANSFER TO- DURAND, PHILIPPE#37, RUE VEUVE FLEURET#78130 LES MUREAUX (FR)

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: AU

Ref country code: FR

Ref legal event code: CL

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: 20101031

Ref country code: CH

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

Effective date: 20101031

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20111219

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: 20101020

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

Ref country code: ES

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

Effective date: 20101021

BERE Be: lapsed

Owner name: *DURAND PHILIPPE

Effective date: 20111031

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: 20111031

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

Effective date: 20111020

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: 20111031

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: 20111020

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: 20111020

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: 20130501

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 60010306

Country of ref document: DE

Effective date: 20130501

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Owner name: EURL SF3DR-DURAND, FR

Effective date: 20150123

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Owner name: CONSTANCE CORP.OU, EE

Effective date: 20150702

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 18

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 19

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

Ref country code: FR

Payment date: 20181011

Year of fee payment: 19

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: 20191031