EP1852559B1 - Vorrichtung zur Schalungsverankerung - Google Patents

Vorrichtung zur Schalungsverankerung Download PDF

Info

Publication number
EP1852559B1
EP1852559B1 EP07301017A EP07301017A EP1852559B1 EP 1852559 B1 EP1852559 B1 EP 1852559B1 EP 07301017 A EP07301017 A EP 07301017A EP 07301017 A EP07301017 A EP 07301017A EP 1852559 B1 EP1852559 B1 EP 1852559B1
Authority
EP
European Patent Office
Prior art keywords
modules
framing
framing modules
shape
concrete
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
EP07301017A
Other languages
English (en)
French (fr)
Other versions
EP1852559A1 (de
Inventor
Roland Germain
Francis Munier
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.)
Geoxia Maisons Individuelles (societe Par Actions Simplifiee)
Profil du Futur SAS
Original Assignee
Geoxia Maisons Individuelles (societe Par Actions Simplifiee)
Profil du Futur SAS
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 Geoxia Maisons Individuelles (societe Par Actions Simplifiee), Profil du Futur SAS filed Critical Geoxia Maisons Individuelles (societe Par Actions Simplifiee)
Publication of EP1852559A1 publication Critical patent/EP1852559A1/de
Application granted granted Critical
Publication of EP1852559B1 publication Critical patent/EP1852559B1/de
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
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • the present invention relates to the field of the building, in particular industrial buildings or housing with a metal structure and relates to a formwork chaining device for the realization of slabs of buildings.
  • NL 1016656 C2 shows a forming chaining device according to the preamble of claim 1.
  • the present invention aims to overcome these disadvantages and in particular to provide a formwork chaining device easy to implement and having a quick assembly.
  • the subject of the invention is a formwork chaining device for producing slabs of buildings, constituted by steel formwork modules to collaborate with the constituent elements of the slab for an intimate connection between the slab and the walls.
  • carriers or foundations of the building said formwork modules being made in the form of thin sheets bent in C having through passages for the concrete during casting of the latter, and the retaining zones of the latter and the lower branch of said C form modules being intended to be fixed on the load-bearing walls or foundations, the interior space of the formwork modules in C, that is to say the space between the lower branch, the upper branch and the core of said C form modules, being intended to be filled by the concrete during casting of the latter, the upper branch of said C formwork modules being intended to be flush with the top surface of concrete after casting of the latter, characterized in that the lower branch of the C-shaped formwork modules has a ⁇ -shaped cross section whose ends are intended to rest on the bearing walls or foundations and whose middle part forms the zone retention of poured concrete.
  • housing By building, it is designated any type of housing such as individual houses or collective housing.
  • the figure 1 represents a formwork chaining device for the realization of slabs 2 of buildings. According to the invention, it consists of formwork modules 1, the steel collaborating with the constituent elements of the slab 2 for an intimate connection between the latter and the load-bearing walls 3 or foundations of the building.
  • the chaining device according to the invention can be integrated both in the wood frame structures, in traditional structures with blocks, as in concrete structures, steel, and the like.
  • the formwork modules 1, 1 ' can be made in the form of thin C-folded sheets having through-passages 4, 5, 6 for the concrete during casting of the latter, as well as retaining zones 7 of the latter. These retaining zones 7 make it possible to intimately bond the slab 2, the load-bearing walls 3 or foundations of the building and the formwork modules 1, 1 '.
  • the formwork modules 1, 1 ' can be of relatively low weight, so that they are perfectly manageable by an operator alone.
  • the lower branch 8 of the formwork modules 1, 1 'C can be fixed on the load-bearing walls 3 or foundations, forming, for example, the crawl space or the basement of the house or the the building in question, the interior space 10 of the formwork modules 1, the C, that is to say the space between the lower branch 8, the upper branch 9 and the core 11 of said formwork modules 1, the C, being intended to be filled by the concrete during casting of the latter, the upper branch 9 of said formwork modules 1, the C flush with the upper surface of the concrete after pouring the latter.
  • This internal space 10 is therefore always arranged facing the slab 2, which allows a fixing or intimate connection of the formwork modules 1, 1 'with said slab 2.
  • This attachment is particularly favored through the through passages 4, 5, 6 made in the formwork modules 1, the for the concrete during the casting of the latter.
  • the formwork modules 1, 1 ' may be prefixed, for example by means of nails, to the load-bearing walls 3, so that said formwork modules 1, 1' remain in their position. when pouring concrete.
  • the lower branch 8 of the formwork modules 1, the C can have a cross section in the form of ⁇ whose ends rest on the load-bearing walls 3 or foundations and whose middle portion forms the retention zone 7 of the concrete sank.
  • the latter fills the said holding zone 7 and forms, after hardening, an anchoring means linking the formant module 1.1 'the slab 2 and the bearing wall 3 or the foundations on which is mounted the formwork module 1,1 '.
  • each retaining zone 7 of the poured concrete may have lights 4, 5, 6 forming through passages for poured concrete.
  • the shape of these lights 4, 5 and 6 is indifferent.
  • the formwork modules 1,1 ' may have at least one fastening means 12, 12' of a rod or fastening pin 13 carrying element 14 of the pole type, for example, as shown on the Figures 4B and 5B .
  • this fixing means may be in the form of two bores 12 and 12 'made respectively on the lower branch 8 and the upper branch 9 of the formwork modules 1, 1', a first end 15 of the rod or fixing pin 13 being at right angles to the remainder of the body of said rod or pin 13 and having a pin 17 cooperating with the first bore 12, the other end 16 of said rod or pin fastening 13 being inserted into the second bore 12 '.
  • the lower branches 8 and 9 can have many holes 12 and 12 'to allow easy adaptation of the chaining according to the invention to all configurations.
  • all the bores 12, 12 ' may not be used and different bores 12, 12' are used depending on the type of carrier element 14 to be installed.
  • one, 15, of the ends of the rod or fixing pin 13 may be threaded and fixed on a form module 1, 1 'by means of a nut 18, in a bore 12 made on the lower branch 8 of said form module 1.
  • the other end 16 of the rod or fixing pin 13 may be connected to a reinforcement 19 via a metal link 20, as shown in FIG. figure 1 .
  • the holes 12 and 12 'forming fastening means also form through passages for cast concrete.
  • the holes 12 made in the upper branch 9 of the formwork modules 1, 1 ' have the particular advantage of preventing detachment of the formwork module 1, 1' during the casting of the concrete, to facilitate filling the interior space 10 by acting as vents and making it possible to verify that the interior space 10 of the formwork module 1, 1 'is well filled. Indeed, when concrete flows through these holes 12, it can be considered that there is no longer any empty zone in said interior space 10 and that the intimate connection between the slab 2 and the formwork modules 1, 1 'according to the invention is ensured.
  • the formwork modules 1 and 1 ' can be of rectilinear or angular constitution.
  • the angular formwork modules can be arranged at an angle of the dwelling.
  • the rectilinear form modules 1, for their part, can be provided to be arranged on straight bearing walls and thus to make the connection between two angular formwork modules located at two opposite corners of a building.
  • the formwork modules 1, 1 ' are assembled together by means of fishplates 21.
  • each splint 21 may have a shape and through passages 5 'such that in the service position, it is disposed against the central part forming the retention zone 7 and the core 11 of two formwork modules 1, 1 adjacent to connect and such that the through passages 5 'of said splice 21 coincide with those 5 of said two formwork modules 1, the adjacent to connect.
  • the two fishplates 21 represented on the figure 6 have an L shape, so that a first leg of the L rests on a portion of the core 11 of the two formwork modules 1 and the adjacent to connect and that the second leg of the L rests on the plane middle part of the ⁇ forming the holding zone 7 of said formwork modules 1 and 1 '.
  • the shape and arrangement of the through passages 5 'of the fishplates 21 corresponds, in the service position of the latter, with the shape and the arrangement of the through-passages 5' of the adjacent formwork modules 1, 1 '.
  • the stability and cohesion of the structure constituted by the slab 2 and the load-bearing walls 3 or foundations of the building are improved.
  • the ⁇ shape of the lower branch 8 allows to intimately bond the slab to the carrier walls 3 or foundations by forming a retaining zone 7 of the cast concrete.

Claims (11)

  1. Vorrichtung zur Schalungsverankerung für die Ausbildung von Gebäudedecken, die von Stahlverschalungsmodulen (1, 1') gebildet ist, um mit den die Decke bildenden Elementen für eine innige Verbindung zwischen dieser Decke und den tragenden Mauern (3) oder Fundamenten des Gebäudes zusammenzuwirken, wobei die Verschalungsmodule (1, 1') in Form dünner, C-förmig gebogener Bleche ausgebildet sind, die Durchgänge (4, 5, 6) für den Beton bei dessen Vergießen sowie Bereiche (7) für dessen Zurückhalten aufweisen, und wobei der untere Schenkel (8) der C-förmigen Verschalungsmodule (1, 1') dazu bestimmt ist, an den tragenden Mauern (3) oder Fundamenten befestigt zu werden, wobei der Innenraum (10) der C-förmigen Verschalungsmodule (1, 1'), d.h. der Raum zwischen dem unteren Schenkel (8), dem oberen Schenkel (9) und dem Steg (11) der C-förmigen Verschalungsmodule (1, 1') dazu bestimmt ist, bei Vergießen des Betons mit diesem gefüllt zu werden, wobei der obere Schenkel (9) der C-förmigen Verschalungsmodule (1, 1') dazu bestimmt ist, die Oberseite des Betons nach dessen Vergießen auszugleichen, dadurch gekennzeichnet, daß der untere Schenkel (8) der C-förmigen Verschalungsmodule (1, 1') einen Ω-förmigen Querschnitt aufweist, dessen Enden dazu bestimmt sind, an den tragenden Mauern (3) oder Fundamenten anzuliegen und dessen Mittelteil den Bereich (7) zum Zurückhalten des vergossenen Betons bildet.
  2. Vorrichtung nach Anspruch 1, dadurch gekennzeichnet, daß jeder Bereich (7) zum Zurückhalten des vergossenen Betons Öffnungen (4, 5, 6) aufweist, die Durchgänge für den vergossenen Beton bilden.
  3. Vorrichtung nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, daß die Verschalungsmodule (1, 1') wenigstens ein Mittel (12, 12') zum Fixieren einer Stange oder eines Stiftes (13) zum Befestigen eines Tragelements (14) aufweisen.
  4. Vorrichtung nach Anspruch 3, dadurch gekennzeichnet, daß das Fixierungsmittel in Form von zwei Bohrungen (12 und 12') vorliegt, die an dem unteren Schenkel (8) bzw. dem oberen Schenkel (9) der Verschalungsmodule (1, 1') ausgebildet sind, daß die Vorrichtung eine Stange umfaßt und daß ein erstes Ende (15) der (des) Befestigungsstange oder -stiftes (13) im rechten Winkel zum Rest des Körpers der (des) Befestigungsstange oder -stiftes (13) steht und einen Vorsprung (17) aufweist, der mit der ersten Bohrung (12) zusammenwirkt, und daß das andere Ende (16) der (des) Befestigungsstange oder -stiftes (13) in die zweite Bohrung (12') eingesteckt ist.
  5. Vorrichtung nach einem der Ansprüche 3 und 4, dadurch gekennzeichnet, daß das eine (15) der Enden der (des) Befestigungsstange oder -stiftes (13) mit einem Gewinde versehen ist und an einem Verschalungsmodul (1, 1') mittels einer Mutter (18), in einer an dem unteren Schenkel (8) des Verschalungsmoduls (1) ausgebildeten Bohrung (12) befestigt ist.
  6. Vorrichtung nach Anspruch 5, dadurch gekennzeichnet, daß das andere Ende (16) der (des) Befestigungsstange oder -stiftes (13) mit Hilfe eines Metailverbindungsteils (20) mit einer Bewehrung (19) verbunden ist.
  7. Vorrichtung nach einem der Ansprüche 4 bis 6, dadurch gekennzeichnet, daß die ein Fixierungsmittel bildenden Bohrungen (12 und 12') auch Durchgänge für den vergossenen Beton bilden.
  8. Vorrichtung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß die Verschalungsmodule (1) geradlinig ausgebildet sind.
  9. Vorrichtung nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß die Verschalungsmodule (1') winkelig ausgebildet sind.
  10. Vorrichtung nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß die Verschalungsmodule (1, 1') mit Hilfe von Laschen (21) untereinander verbunden sind.
  11. Vorrichtung nach den Ansprüchen 2, 4 und 10, dadurch gekennzeichnet, daß jede Lasche (21) eine Form und Durchgänge (5') aufweist, die derart sind, daß sie in der Betriebsstellung an dem den Rückhaltebereich (7) bildenden Mittelteil und dem Steg (11) von zwei zu verbindenden, benachbarten Verschalungsmodulen (1, 1') derart angeordnet ist, daß die Durchgänge (5') der Lasche (21) sich mit denjenigen (5) der beiden zu verbindenden, benachbarten Verschalungsmodule (1, 1') decken.
EP07301017A 2006-05-05 2007-05-04 Vorrichtung zur Schalungsverankerung Not-in-force EP1852559B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0651639A FR2900674B1 (fr) 2006-05-05 2006-05-05 Dispositif de chainage coffrant

Publications (2)

Publication Number Publication Date
EP1852559A1 EP1852559A1 (de) 2007-11-07
EP1852559B1 true EP1852559B1 (de) 2009-04-22

Family

ID=37622309

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07301017A Not-in-force EP1852559B1 (de) 2006-05-05 2007-05-04 Vorrichtung zur Schalungsverankerung

Country Status (4)

Country Link
EP (1) EP1852559B1 (de)
AT (1) ATE429552T1 (de)
DE (1) DE602007000931D1 (de)
FR (1) FR2900674B1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2012652C2 (nl) * 2013-04-18 2014-12-09 Hoop Pekso B V De Werkwijze voor het optrekken van een gebouw, alsmede een werkwijze voor het vervaardigen van een breedplaat.

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1882168U (de) * 1963-08-22 1963-11-07 Domino Baugesellschaft M B H & Abschlussstein fuer mauerwerke.
CA2077429C (en) * 1992-09-02 1999-03-30 Ernest R. Bodnar Roll formed metal member
DE19736278A1 (de) * 1997-08-21 1999-02-25 Hauraton Betonwaren Als Dämmschalung ausgebildetes Schalungselement, insbesondere Deckenrandschalung
NL1016656C2 (nl) * 2000-11-20 2002-05-27 Anker Holding B V Bekistingssysteem en werkwijze hiervoor.
SE0100414L (sv) * 2001-02-08 2002-02-12 Willy Johansson Valvavstängare
AU2001100168B8 (en) * 2001-07-17 2003-07-24 Errol Campbell Formwork girt
US6874288B1 (en) * 2003-02-03 2005-04-05 Crete-Form, Inc Concrete deck depression form system

Also Published As

Publication number Publication date
FR2900674B1 (fr) 2011-05-13
EP1852559A1 (de) 2007-11-07
FR2900674A1 (fr) 2007-11-09
ATE429552T1 (de) 2009-05-15
DE602007000931D1 (de) 2009-06-04

Similar Documents

Publication Publication Date Title
CA2496704A1 (fr) Module de coffrage metallique prefabrique pour beton
FR2936540A1 (fr) Module de soubassement pour la construction d'une cloture
EP2402531A2 (de) Vorgefertige Betontreppe mit modularer Treppenwange
FR2934000A1 (fr) Dispositif de protection dite grimpante
EP0003087A1 (de) Vorrichtung zur Verbindung von Skelettelementen aus Stahlbeton und Skelette bestehend aus mittels dieser Vorrichtungen verbundenen Elementen
EP1852559B1 (de) Vorrichtung zur Schalungsverankerung
EP3306013A1 (de) Schalungssystem, besonders ausgebildeter verbindungskörper für ein solches schalungssystem und verfahren zum herstellen einer bauplatte unter verwendung eines solchen schalungssystems
EP0369914A1 (de) Verfahren zum Verbinden eines Matrixmaterials mit einem Funktionsträger und mit diesem Verfahren hergestellte Vorrichtungen
EP4060143B1 (de) Bauelement
FR2939817A1 (fr) Bloc elementaire prefabrique pour la construction d'un mur a isolation exterieure
FR3127969A1 (fr) Dispositif modulaire de pose d’un appareillage sur une plateforme
FR2555223A1 (fr) Montant muni d'un element de base filete et destine au montage d'un garde-corps, d'une balustrade ou equivalent
EP1918488A1 (de) Vorrichtung zur Abstützung von Verschalungen für Bauwerke wie Betonbecken
EP2363549B1 (de) Treppe vom Typ Wendeltreppe mit vorgefertigter, tragender Wand aus Beton
EP3070223B1 (de) Geradlinige einfassung eines bauelements, und mit einer solchen einfassung versehenes bauelement
FR2928390A1 (fr) Element de construction en maconnerie de type poutre
EP2700770B1 (de) Tragendes element für den boden eines parkhauses, dessen metallskeletttragwerk erweiterbar ist
FR2584440A1 (fr) Douille de positionnement de tube lors de la coulee de beton arme.
FR2925083A1 (fr) Systeme d'assemblage de structures de batiments
FR2745841A1 (fr) Procede et dispositif de fixation au sol d'un element de mobilier urbain et cabine telephonique comprenant un tel dispositif
FR2938577A1 (fr) Bassin equipe d'une plage peripherique externe comprenant des consoles reliees entre elles par des entretoises
FR2801620A1 (fr) Escalier droit prefabrique en beton
CH492854A (fr) Coffrage pour ouvrage circulaire en béton
FR2743100A1 (fr) Mur de soutenement ou de stockage d'un materiau ou produit quelconque
EP3070224B1 (de) Geradlinige einfassung eines bauelements, mit einer solchen einfassung versehenes bauelement und herstellungsverfahren eines solchen bauelements

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 IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK YU

17P Request for examination filed

Effective date: 20071003

AKX Designation fees paid

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 602007000931

Country of ref document: DE

Date of ref document: 20090604

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

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

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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: 20090422

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: 20090802

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: 20090822

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: 20090422

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: 20090422

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: 20090722

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: 20090822

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: 20090422

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: 20090422

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: 20090422

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: 20090422

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

RBV Designated contracting states (corrected)

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

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

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: 20090422

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: 20090422

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: 20090422

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: 20090422

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: 20090422

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: 20090422

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

REG Reference to a national code

Ref country code: FR

Ref legal event code: RT

26N No opposition filed

Effective date: 20100125

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

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: 20090722

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: 20090723

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: 20090422

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: 20090422

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: 20091023

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

Ref country code: MC

Payment date: 20110513

Year of fee payment: 5

Ref country code: LU

Payment date: 20110531

Year of fee payment: 5

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: 20090422

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

Ref country code: GB

Payment date: 20110525

Year of fee payment: 5

Ref country code: BE

Payment date: 20110525

Year of fee payment: 5

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: 20090422

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

Ref country code: CH

Payment date: 20110825

Year of fee payment: 5

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

Ref country code: DE

Payment date: 20110720

Year of fee payment: 5

BERE Be: lapsed

Owner name: GEOXIA MAISONS INDIVIDUELLES (SOCIETE PAR ACTIONS

Effective date: 20120531

Owner name: PROFIL DU FUTUR (SOCIETE PAR ACTIONS SIMPLIFIEE)

Effective date: 20120531

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: 20120531

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: 20120504

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: 20120531

Ref country code: CH

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

Effective date: 20120531

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: 20120531

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602007000931

Country of ref document: DE

Effective date: 20121201

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: 20120504

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: 20121201

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: 20120504