EP2166172A1 - 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 - Google Patents

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 Download PDF

Info

Publication number
EP2166172A1
EP2166172A1 EP09012090A EP09012090A EP2166172A1 EP 2166172 A1 EP2166172 A1 EP 2166172A1 EP 09012090 A EP09012090 A EP 09012090A EP 09012090 A EP09012090 A EP 09012090A EP 2166172 A1 EP2166172 A1 EP 2166172A1
Authority
EP
European Patent Office
Prior art keywords
shear
arrangement according
elements
zugbewehrungselemente
anchor elements
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
EP09012090A
Other languages
German (de)
English (en)
Other versions
EP2166172B1 (fr
Inventor
Thomas Mösch
Marc Barras
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.)
Ancotech AG
Original Assignee
Ancotech 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 Ancotech AG filed Critical Ancotech AG
Publication of EP2166172A1 publication Critical patent/EP2166172A1/fr
Application granted granted Critical
Publication of EP2166172B1 publication Critical patent/EP2166172B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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 invention relates to an arrangement for reinforcing a concrete structure against punching in the area of the support of a ceiling element on a support with a plurality of anchor elements and punching shear elements for this purpose.
  • the anchoring elements are embedded in the ceiling at a lateral distance from one another in a near zone at the side of the support ceiling areas and oriented transversely or obliquely inclined to the ceiling surface.
  • a concrete ceiling such as a building ceiling as a substantially horizontal or slightly inclined component or as a substructure of réellefelzten
  • traffic engineering Structures such as ramps or bridges for vehicles of any kind or the like occur in the near zone laterally of the support structure, such as a round or polygonal support made of steel or concrete or corresponding wall-like structures, and in particular for stand-alone buttresses puncture risks, ie, that the concrete floor in a near zone demolition and thus collapse is endangered.
  • FIG. 1 represented, in which a welded frame 1 'made of U-iron with an inner web-like cross 2' in a concrete ceiling 3 'in the region of a columnar support 4' is concreted and stored on the column head.
  • the EP 1 223 259 B1 discloses the star or radial arrangement of perforated shear reinforcement sheets.
  • a star-shaped arrangement of perforated sheets for shear reinforcement can also the WO 01/5323 A2 be removed.
  • This connecting element is in turn configured and arranged as an assembly aid.
  • the object of the invention is to propose a comparatively simple reinforcement arrangement and a corresponding punching reinforcement element.
  • a reinforcement arrangement with the features of claim 1 and a punching reinforcement element with the features of claim 14 is proposed.
  • the invention is based on the basic idea of aligning one or more oblong anchor elements, which are transverse or oblique to the ceiling surface, along at least one shear or tensile reinforcement element and thus relieve the endangered concrete cross section in the manner of a truss.
  • This is at least one, in particular rigid, shear or tensile reinforcement element which is arranged inclined at least over a partial length to the direction of extension of the anchor elements at an angle, wherein the anchor elements are preferably designed in rod form.
  • the shear or tensile reinforcement elements made such that they extend in a central region between the ends of the anchor elements. The effect of this particular combination of shear and compression reinforcement elements will be further explained below.
  • the anchor elements and the shear or tensile reinforcement elements, along which the anchor elements are aligned, can in principle be arranged unconnected to one another, since after setting of the concrete, this establishes an operative connection between the two. They may also be temporary, e.g. be secured by wire together. Preferably, however, they are firmly welded together. As a result, the highest reinforcement effects are achieved and processing is greatly facilitated.
  • the orientation of the one or more anchor elements along at least one shear or tensile reinforcement element relative to the support can be basically along a freely selectable lines, such as a single or multiple waveform or along a polygon.
  • the anchor elements may vary in their lateral distance to the shear or tensile reinforcement elements. They are preferably applied to the push or tensile reinforcement element. They may be arranged on one or both sides of the shear or tensile reinforcement element or receive the shear or tensile reinforcement element in itself.
  • the anchor elements may be arranged obliquely, d. H. At an angle to the vertical, this angle may be greater than about 1 °, preferably this angle to the vertical may be less than about 45 °. In a particularly preferred embodiment, the angle between the anchor elements and the vertical is about 20 °.
  • the anchor elements can also be arranged vertically in the inclined ceiling surface. It is also possible, the anchor elements obliquely, d. H. to arrange with a slope relative to the vertical in a horizontally oriented ceiling. This also applies to ceilings whose ceiling surfaces have no inclination relative to the horizontal.
  • shear or tensile reinforcement elements with the associated Druckbewehrungs- or anchor elements starry or radial with respect to the support, in the Nahzone they are to be arranged in the ceiling aligned.
  • the arrangement of shear or tensile reinforcement elements according to the invention also also causes the eruption cone, which can be caused by the support, to be laterally needled, so that the statics of the punching reinforcement are improved.
  • shear or tensile reinforcement elements are used, which are arranged parallel to a reference plane spanned by the anchor elements. These shear or Werbeschungs institute may be at least partially oriented diagonally to the orientation of the anchor elements, the slope in the portion which is inclined to the anchor elements, between the shear or Werbestattungselement and the extension direction of the reinforcement assembly between 10% and 100% and especially may preferably be on the order of 45%.
  • a shear or tensile reinforcement element formed as a strut element can also be provided.
  • the surfaces of the shear or tensile reinforcement elements have a surface profile. It can be provided to further increase the bond with the concrete openings or openings in the shear or tensile reinforcement element.
  • Double-headed anchors consist of an anchor bolt and provided at the ends anchor heads, relatively larger cross-section.
  • the ironing anchors also have an elongated shape, with bow-shaped connecting regions taking over the function of an anchor head between parallel, straight, stretched regions.
  • High-strength composite anchors have known distributed over the rod length, distinctive profiles in different designs.
  • end anchoring means can be provided.
  • the shear or tensile reinforcement elements can also be formed in several parts, wherein the parts of the push or tensile reinforcement element can be arranged either on one side of the anchor elements or on both sides. It may be expedient if the multi-part shear or tensile reinforcement elements are at least partially interconnected. In a particular embodiment, the shear or tensile reinforcement elements may also be formed bow-shaped.
  • the push or pull reinforcement element may be circular or substantially oval in shape, with the plane in which the shear or tensile reinforcement element is disposed being substantially parallel to the plane defined by the anchor elements.
  • FIG. 2A is from the outer periphery of a support 4 shown in half of star-shaped apart punching shear elements 10, each consisting of a straight shear or tensile reinforcement element 12 and along this aligned anchor elements 14 in the form of Doppelkopfankem, as in side view FIG. 2B can be seen.
  • All punching shear reinforcement elements are as in FIG. 2B illustrated, poured into a concrete pavement 3, wherein the parallel planes spanned by the anchor elements 14 on the one hand and by the shear or tensile reinforcement elements 12 on the other hand extend approximately at right angles to the surface normal of the concrete pavement 3.
  • ten anchor elements 14 are provided for each punching reinforcement element 10. This number can be bigger and smaller.
  • the length of the punching reinforcement elements 10 in the direction of the longitudinal extension of the shear or tensile reinforcement elements 12 will vary depending on the application and requirement.
  • the shear or tensile reinforcement elements 12 are formed like a strut.
  • Fig. 3A shows an embodiment with two struts 12A, 12B, which are arranged crossed one another.
  • the anchor elements 14 are formed from a bracket with two upright parallel struts 14A and have at the upper and lower ends of connecting U-shaped bracket 14B.
  • the push or tensile reinforcement element 12 is fastened with respect to one of the struts 14A in the inside of the temple.
  • a portion (or a partial length) 13 of the strut element is inclined relative to the horizontal or relative to the orientation of the concrete surface 3 by an angle, whereby the course of the strut element in the section 13 has a slope.
  • Fig. 3C shows a similar embodiment as Fig. 3B with the lower difference, the shear or tensile reinforcement element 12 and the strut have a shorter portion 13, which is inclined relative to only one anchor element 14.
  • the slope of section 13 is larger here than in the example according to Fig. 3B , Of the Fig.
  • 3D is another Schub- or Werbeschungselement 12 'can be seen, which is shown in dots, and in which the inclined portion 13' is laterally offset relative to that of the first shear or Werbeschungsiatas 12, so that not a middle but a marginal anchor element is crossed ,
  • this offset there is no limitation, so that it may be larger and smaller, for example, and alternatively may be arranged in the opposite direction.
  • a corresponding offset can be provided if not only one strut element is provided per punching reinforcement element.
  • the offset corresponds to the distance between adjacent anchor elements 14.
  • it can also be provided to arrange two or more strut elements with different degrees inclined portion 13.
  • Fig. 4A are shear or tensile reinforcement elements 12 formed in several parts.
  • Fig. 4B can multipart shear or tensile reinforcement elements 12 also be connected to each other.
  • the shear or tensile reinforcement elements 12 can according to Fig. 4B be arranged on both sides of the anchor elements 14 or alternatively on only one of the sides (not shown in the FIGS. 4A and 4B ).
  • the shear or tensile reinforcement elements 12 according to the FIGS. 4A and 4B have no horizontally oriented portion, whereby the portion 13, which is arranged at an angle to the anchor elements 14, extends over the entire length of the push or tensile reinforcement element 12.
  • the anchor elements 14 may be arranged on the head side in the region of a grid reinforcement 17 or a per se known head strut.
  • FIG. 5A and 5B shows Schub- or Werbeschungs institute 12 with Endverank fürsmitteln 18. These are executed in the illustrated Aus technologicalurtgsbeispiel as round rod sections, the same preferably inserted at different heights of the push or Werbeschungsijns 12 through holes therethrough and welded thereto or welded butt-end. From the Figs. 5A and 5B it can be seen that the end anchoring means 18 eg on both sides of the push or tensile reinforcement element 12 can protrude ( Fig. 5A ). But you can also summarize several punching reinforcement elements 10 as a group. FIG. 5B shows in this respect two combined punching reinforcement elements 10, which are connected by a rod-shaped end anchoring means 18 with each other. This arrangement is particularly easy to handle even when installed in the ceiling reinforcement.
  • FIGS. 6A to 6C be removed.
  • the shear or tensile reinforcement elements 12 are formed bow-shaped.
  • the shear or tensile reinforcement elements 12 may also be formed substantially annular or oval.
  • ends arranged heads 15 may be provided with preferably flat end faces.
  • these heads 15 may be inclined relative to the orientation of the push or pull reinforcement elements 12. Again Fig. 6C it can be seen, the inclination of the heads 15 of the shear or tensile reinforcement elements 12 may be selected so that the flat end face of the heads 15 is aligned substantially parallel to the end face of the anchor heads 14D, 14E.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)
EP09012090.8A 2008-09-23 2009-09-23 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 Active EP2166172B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202008012547U DE202008012547U1 (de) 2008-09-23 2008-09-23 Anordnung zum Bewehren eines Betonbauwerkes gegen Durchstanzen im Bereich der Auflage eines Deckenelementes auf einer Stütze sowie Durchstanzbewehrungselement hierfür

Publications (2)

Publication Number Publication Date
EP2166172A1 true EP2166172A1 (fr) 2010-03-24
EP2166172B1 EP2166172B1 (fr) 2013-05-22

Family

ID=41338206

Family Applications (2)

Application Number Title Priority Date Filing Date
EP09012090.8A Active EP2166172B1 (fr) 2008-09-23 2009-09-23 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
EP09012089.0A Active EP2166171B1 (fr) 2008-09-23 2009-09-23 Armature de poinçonnement d'une structure en béton armé contre le poinçonnement aux alentours de la zone d'appui d'une dalle

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP09012089.0A Active EP2166171B1 (fr) 2008-09-23 2009-09-23 Armature de poinçonnement d'une structure en béton armé contre le poinçonnement aux alentours de la zone d'appui d'une dalle

Country Status (3)

Country Link
EP (2) EP2166172B1 (fr)
DE (1) DE202008012547U1 (fr)
PL (1) PL2166171T3 (fr)

Cited By (1)

* 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

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3181771A1 (fr) 2015-12-18 2017-06-21 Ancotech Ag Élément en forme de croix pour le renforcement d'une zone à risque de perforation d'un élément en béton, pile en acier et dispositif pour un pile en acier, dispositif de renforcement, kit de montage pour un renfort antiperforation et procédé de montage d'un renfort antiperforation
DE202015008645U1 (de) 2015-12-18 2017-03-21 Ancotech Ag Stahlpilz für einen durchstanzgefährdeten Bereich eines Betonbauteils sowie Verstärkungsanordnung mit einem Stahlpilz

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2727159C3 (de) 1977-06-16 1980-05-08 7000 Stuttgart Schubbewehrung für auf Betonstützen aufgelagerte Flachdecken aus Stahl- oder Spannbeton
DE3411591C1 (de) 1984-03-29 1985-06-13 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Schubbewehrungselement fuer Stahlbetonkonstruktionen
DE3417330C1 (de) * 1984-05-10 1985-09-19 Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart Anschluss einer Ortbetonplatte an eine vorgefertigte Stuetze
DE3523656A1 (de) * 1984-07-24 1986-02-06 AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark Schubbewehrungssystem fuer flaechentragwerke
EP0345620A2 (fr) * 1988-06-07 1989-12-13 Hans-Peter Dr.-Ing. Andrä Poutre en T en béton armé
EP0781891A1 (fr) * 1995-12-30 1997-07-02 Ancotech Ag Armature pour planchers à dalles supportés par des colonnes, élément d'armature de cisaillement ainse qu'un procédé pour la fabrication d'une armature
WO1997036067A1 (fr) * 1996-03-26 1997-10-02 Sicon S.R.O. Joint d'elements de construction en beton
DE19756358A1 (de) 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
EP0928859A1 (fr) * 1998-01-13 1999-07-14 Pecon AG Armature de cisaillement
DE19924418A1 (de) 1999-05-27 2000-11-30 Schoeck Bauteile Gmbh Bauelement zur Schubbewehrung
WO2001005323A1 (fr) 1999-07-19 2001-01-25 Ultradent Products, Inc. Matrices gravees, systemes et procedes correspondants
DE102004006618A1 (de) 2003-02-10 2004-09-02 Ankaba Ag Vorrichtung zur Schubbewehrung
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
DE202005019077U1 (de) * 2005-12-06 2007-04-19 nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) Bewehrungselement für Tragwerke aus Stahlbeton, Spannbeton od.dgl.
EP1223259B1 (fr) 2001-01-12 2008-10-01 Ancotech Ag Armature pour planchers à dalles supportés par des colonnes ainsi que procédé pour la fabrication d'une armature

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191407210A (en) * 1914-03-21 1914-10-29 Guy Bennett Waite Improvements in Reinforced Concrete Buildings.
DE2058714A1 (de) * 1970-11-28 1972-11-16 Remy Friedr Nfg Betonrippenplatte
DE3520129A1 (de) * 1985-06-05 1986-12-11 Stahlbau Michael Lavis Söhne, 6050 Offenbach Stahlverbunddecke
GB2235221B (en) * 1989-08-21 1993-08-25 Square Grip Ltd Shearhead reinforcement
DE10002383A1 (de) * 2000-01-20 2001-07-26 Oliver Matthaei Querkraftbeanspruchtes Stahl- oder Spannbetonteil
DE20217678U1 (de) * 2002-11-15 2003-02-27 Peikko GmbH, 34513 Waldeck Stahlauflager für Stahlbetonfertigbauteile
DE202007018210U1 (de) * 2007-12-28 2008-03-13 Deutsche Kahneisen Gesellschaft Mbh Stahlbetonbauelement mit Queranker
DK2108753T3 (da) * 2008-03-26 2011-02-07 Gerhard Krummel Armeringsanordning til en forbindelse mellem to pladeformede vægelementer af beton, især af stålbeton

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2727159C3 (de) 1977-06-16 1980-05-08 7000 Stuttgart Schubbewehrung für auf Betonstützen aufgelagerte Flachdecken aus Stahl- oder Spannbeton
DE3411591C1 (de) 1984-03-29 1985-06-13 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Schubbewehrungselement fuer Stahlbetonkonstruktionen
DE3417330C1 (de) * 1984-05-10 1985-09-19 Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart Anschluss einer Ortbetonplatte an eine vorgefertigte Stuetze
DE3523656A1 (de) * 1984-07-24 1986-02-06 AVI Alpenländische Veredelungs-Industrie Gesellschaft mbH, Graz, Steiermark Schubbewehrungssystem fuer flaechentragwerke
EP0345620A2 (fr) * 1988-06-07 1989-12-13 Hans-Peter Dr.-Ing. Andrä Poutre en T en béton armé
EP0781891A1 (fr) * 1995-12-30 1997-07-02 Ancotech Ag Armature pour planchers à dalles supportés par des colonnes, élément d'armature de cisaillement ainse qu'un procédé pour la fabrication d'une armature
WO1997036067A1 (fr) * 1996-03-26 1997-10-02 Sicon S.R.O. Joint d'elements de construction en beton
DE19756358A1 (de) 1997-12-18 1999-07-01 Deha Ankersysteme Schubbewehrung für Flachdecken und Dübelleiste hierfür
EP0928859A1 (fr) * 1998-01-13 1999-07-14 Pecon AG Armature de cisaillement
DE19924418A1 (de) 1999-05-27 2000-11-30 Schoeck Bauteile Gmbh Bauelement zur Schubbewehrung
WO2001005323A1 (fr) 1999-07-19 2001-01-25 Ultradent Products, Inc. Matrices gravees, systemes et procedes correspondants
EP1223259B1 (fr) 2001-01-12 2008-10-01 Ancotech Ag Armature pour planchers à dalles supportés par des colonnes ainsi que procédé pour la fabrication d'une armature
DE102004006618A1 (de) 2003-02-10 2004-09-02 Ankaba Ag Vorrichtung zur Schubbewehrung
DE102005030409A1 (de) * 2005-06-30 2007-01-04 Technische Universität München Wendelförmiges Bewährungselement
DE202005019077U1 (de) * 2005-12-06 2007-04-19 nolasoft Ingenieurgemeinschaft Ozbolt Mayer GbR (vertretungsberechtigter Gesellschafter: Dr.-Ing. Utz Mayer, 70178 Stuttgart) Bewehrungselement für Tragwerke aus Stahlbeton, Spannbeton od.dgl.

Cited By (1)

* 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

Also Published As

Publication number Publication date
PL2166171T3 (pl) 2019-10-31
EP2166171B1 (fr) 2019-05-22
DE202008012547U1 (de) 2010-02-11
EP2166172B1 (fr) 2013-05-22
EP2166171A1 (fr) 2010-03-24

Similar Documents

Publication Publication Date Title
EP2253764B1 (fr) Treillis en forme de cadre
EP0755473B1 (fr) Bande a goujons pour barres relevees
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
WO2016026603A1 (fr) Structure en béton modulaire
EP1248889A2 (fr) Piece en beton arme ou en beton precontraint pouvant etre soumise a une force transversale
EP2253779A2 (fr) Système de coffrage
EP1630315A1 (fr) Élément de construction pour armature de cisaillement et de poinconnement
EP2378030B1 (fr) Système de coffrage
DE202007011315U1 (de) Schalungselement
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
DE102020109531B3 (de) Schalungssystem
EP3892789B1 (fr) Système de coffrage
EP3617415B1 (fr) Élément d'armature de poinçonnement et construction dotée d'une plaque dotée d'un élément d'armature de poinçonnement
WO2012025106A2 (fr) Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction
CH686686A5 (de) Stuetzenkopfverstaerkung.
DE202006007405U1 (de) Schubbewehrungselement
EP1936054B9 (fr) Languette de traction destinée à la fixation de plaques murales en béton poreux, ainsi que système de plaques murales en béton poreux doté de languettes de traction
AT400466B (de) Vorrichtung zum verbinden von schalungselementen
DE10001595A1 (de) Bewehrung für Stahlbetondecken
DE202008010535U1 (de) Schalungselement
EP3907342A1 (fr) Élément de renfort et système de renfort pour l'absorption des forces dans des panneaux en béton
EP2299017B1 (fr) Elément de coffrage en plusieurs parties destiné à la création d'un joint de construction
AT403183B (de) Schalungstafel
DE10217727A1 (de) Wandbauelement
DE8331076U1 (de) Vorrichtung zum Verbinden von Schalungselementen

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

AX Request for extension of the european patent

Extension state: AL BA RS

17P Request for examination filed

Effective date: 20100924

17Q First examination report despatched

Effective date: 20101018

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 5/06 20060101ALI20121205BHEP

Ipc: E04B 5/43 20060101AFI20121205BHEP

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

INTG Intention to grant announced

Effective date: 20130402

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 613333

Country of ref document: AT

Kind code of ref document: T

Effective date: 20130615

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502009007133

Country of ref document: DE

Representative=s name: GROSSE, SCHUMACHER, KNAUER, VON HIRSCHHAUSEN, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502009007133

Country of ref document: DE

Effective date: 20130725

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: E. BLUM AND CO. AG PATENT- UND MARKENANWAELTE , CH

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: 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: 20130922

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: 20130522

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: 20130823

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: 20130822

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: 20130522

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: 20130923

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: 20130522

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: 20130902

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: 20130822

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: 20130522

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: 20130522

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

Ref country code: LV

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

Effective date: 20130522

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: 20130522

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: 20130522

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: 20130522

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: 20130522

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: 20130522

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: 20130522

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: 20140225

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

Effective date: 20130522

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

Effective date: 20130923

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502009007133

Country of ref document: DE

Effective date: 20140225

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: 20130923

Ref country code: IE

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

Effective date: 20130923

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: 20130522

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: 20130522

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: 20130522

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: 20130522

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: 20130522

Ref country code: HU

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

Effective date: 20090923

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

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

Ref country code: SE

Payment date: 20210921

Year of fee payment: 13

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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 NON-PAYMENT OF DUE FEES

Effective date: 20220924

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

Ref country code: AT

Payment date: 20230915

Year of fee payment: 15

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

Ref country code: DE

Payment date: 20231130

Year of fee payment: 15

Ref country code: CH

Payment date: 20231002

Year of fee payment: 15

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

Ref country code: BE

Payment date: 20240920

Year of fee payment: 16

Ref country code: LU

Payment date: 20240919

Year of fee payment: 16

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

Ref country code: FR

Payment date: 20240925

Year of fee payment: 16

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

Ref country code: NL

Payment date: 20240920

Year of fee payment: 16