EP2106487A1 - Profilelement als trägerstruktur zum bauen von wänden - Google Patents

Profilelement als trägerstruktur zum bauen von wänden

Info

Publication number
EP2106487A1
EP2106487A1 EP08701116A EP08701116A EP2106487A1 EP 2106487 A1 EP2106487 A1 EP 2106487A1 EP 08701116 A EP08701116 A EP 08701116A EP 08701116 A EP08701116 A EP 08701116A EP 2106487 A1 EP2106487 A1 EP 2106487A1
Authority
EP
European Patent Office
Prior art keywords
profile element
braces
profile
bridge region
support
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
EP08701116A
Other languages
English (en)
French (fr)
Other versions
EP2106487B1 (de
Inventor
Alfons Jean Knauf
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.)
Knauf Insaat Ve Yapi Elemanlari Sanayi ve Ticaret AS
Original Assignee
Knauf Insaat Ve Yapi Elemanlari Sanayi ve Ticaret AS
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 Knauf Insaat Ve Yapi Elemanlari Sanayi ve Ticaret AS filed Critical Knauf Insaat Ve Yapi Elemanlari Sanayi ve Ticaret AS
Priority to EP08701116.9A priority Critical patent/EP2106487B1/de
Publication of EP2106487A1 publication Critical patent/EP2106487A1/de
Application granted granted Critical
Publication of EP2106487B1 publication Critical patent/EP2106487B1/de
Priority to HRP20171253TT priority patent/HRP20171253T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • 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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal
    • 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 a profile element to serve as a carrier structure for the construction of walls, in particular walls consisting of gypsum plaster boards, said profile element comprising at least one bridge region and at least one flange region, such that the at least one flange region additionally comprises fixation means that can be brought into engagement with wall segments, in particular gypsum plaster boards or the like.
  • a profile element of this kind is known in principle in the state of the art, for the construction of, e.g., lightweight double partition walls.
  • Such partition walls as a rule consist of two or more gypsum plaster boards that are connected to one another with an insulating layer, preferably made of mineral fibres or the like, disposed between them.
  • an insulating layer preferably made of mineral fibres or the like, disposed between them.
  • a profile element is provided to serve as the actual carrier structure of the partition wall, by means of which most of the forces imposed on the partition wall are diverted away.
  • profile elements that comprise a bridge region to take up transverse forces and two flange regions, which as a rule are disposed at right angles to the bridge region and serve to take up moments of flexion. It is to these flange regions that the wall segments, for instance gypsum plaster boards or the like, are screwed, riveted, nailed or fastened by some other means.
  • the conventional profile elements must however be so arranged, in particular with respect to their cross-sectional dimensions, that the planned loading will with adequate reliability not cause the wall construction to fail, i.e. break down or be bent away.
  • partial safety factors to ensure that the profile elements will remain useful even in extreme cases.
  • profile elements employed as carrier structure for the construction of in particular high partition walls must be correspondingly strongly dimensioned, which distinctly increases the overall weight of the partition wall and also the costs of such a partition wall.
  • the present invention is directed to the problem that it has not previously been possible for profile elements that are to be used as carrier structure for the construction of walls, in particular lightweight partition walls, to be made with minimal weight, because the static calculation of the forces, tensions and deformations that will be imposed on such a wall construction demands overdimensioning of, in particular, the profile elements.
  • the present invention is directed to the technical objective of disclosing a profile element to serve as carrier structure for the construction of walls, of the kind cited at the outset, which is made light in weight with no negative influence on the static properties, in particular the stiffness and stability of the profile element and hence, in a broader sense, of the wall construction.
  • the profile element should still ensure the performance capability determined by static calculation as previously.
  • a profile element of the kind cited at the outset incorporates, firstly, a bridge region comprising at least two support braces oriented substantially in the long direction of the profile, by way of which forces acting on the profile are taken up and transmitted away.
  • the bridge region further comprises a plurality of connecting braces, each of which is disposed between the support braces and mechanically connected to at least two support braces in such a way that by way of the connecting braces, the torsion forces acting on the profile element can be taken up without hindrance and transmitted to the associated support braces.
  • the solution according to the invention is thus distinguished by the fact that a profile element such as is used for conventional wall construction is replaced by a specially designed moulded part that, because of structural features, conducts all forces impinging on the profile element directly into the support braces that run in the longitudinal direction of the profile, as a result of which the properties of this component are the same even though the thickness of the wall is less.
  • the bridge region of the profile element comprises at least two support braces that are oriented in the long direction of the profile and serve to transmit forces, so that in the long direction of the profile almost all forces are taken up and transmitted away by the support braces.
  • the longitudinal stability of the profile element is determined substantially by the dimensioning and the number of the support braces extending on the long direction of the profile. Because in contrast to a conventional profile element, force is no longer transmitted by the entire bridge region, in the solution according to the invention it is no longer necessary for the entire bridge to be dimensioned accordingly, which results in a saving of material. Furthermore, the provision of support braces extending in the long direction of the profile makes it possible for the course followed by the forces that are transmitted away by the profile element to be determined precisely in advance.
  • the connecting braces it is provided that at least some of the several connecting braces are set at an acute angle to the support braces.
  • acute angle should be understood to include every angle between 0° and (including) 90°.
  • at least a proportion of the connecting braces form such an angle with the support braces.
  • This arrangement ensures optimal force transmission as is known, for example, from trellis technology.
  • the angle enclosed between the connecting braces and the support braces amounts to approximately 45°. In this case, the profile element exhibits an optimal transverse stability.
  • both the connecting braces and the support braces are formed by rolling in the bridge region of the profile element.
  • This "roll forming" of profiles is a continuous bending method in which wall material made of sheet metal is shaped by stepwise passage through a number of paired rollers, until the desired final cross section has been reached. It is an especially economical manufacturing procedure when relatively large lengths or large quantities are to be produced. Of course, however, other manufacturing procedures can also be considered.
  • the support braces and connecting braces have substantially the same widths, which on the whole simplifies the layout, i.e. design, of the profile element.
  • the support braces e.g. altogether, to have a greater width than the connecting braces.
  • the flange region comprises a plurality of flange sections adjacent to one another, each of which is mechanically connected to the bridge region.
  • the bridge region comprises at least one preferably V-shaped groove that is oriented in the long direction and, given an appropriate design, serves as a absorbing means.
  • profile elements so-called C or U profiles, double-T profiles, Z profiles or the like can be considered.
  • Fig. 1 a perspective view of a preferred embodiment of the profile element in accordance with the invention
  • Fig. 2b a cross section along the line IIB-IIB in Fig.
  • each of the outer regions 2' of the bridge region 2 there are two support braces 5 with a somewhat greater width, while the support brace 5' disposed in the middle of the bridge region 2, i.e. the central support brace, is correspondingly less wide.
  • the dimensions of each of the support braces 5, 5' depend in particular on the intended use of the profile element 1. In particular, however, the present invention is not limited to the embodiment illustrated in Fig. 1.
  • All of the support braces 5, 5' are connected to one another by connecting braces 7 disposed at an angle. It is evident that the connecting braces 7 are disposed uniformly and regularly over the length of the profile, and in particular are symmetrical with respect to the support braces 5, 5'. These connecting braces 7 serve to transmit to the associated support braces 5, 5' transverse forces that act on the profile element 1.
  • the profile element 1 in accordance with the invention is preferably produced by a roll-forming method. Accordingly, it can be seen that in such a case the support braces 5, the central support brace 5' and the connecting braces 7 each occupy a common plane, whereas the triangular region enclosed by the central support brace 5' and the associated connecting braces 7 lies in another plane.
  • other manufacturing procedures can also of course be considered.
  • the indent depth is between 0.5 and 1.2 of the thickness of the material being used to make the profile element 1 , more preferable to be approximately in the order of the thickness of the material being used to make the profile element.
  • the indent depth — or the offset between the two planes — is between 0,5 and 1,2 of the thickness of the support braces 5 and/or the central support brace 5' and/or the connecting brace 7.
  • the plane in which the support brace 5, central support brace 5' and connecting brace 7 lies is approximately the thickness of the material above the plane in which the triangular indents lie.
  • a profile element 1 which has the support brace 5, central support brace 5' and connecting brace 7 formed by means of indenting the material of the bridge region 2, rather than removal of sections of the profile element 1.
  • the braces lead to an increase in the strength of the profile element 1 in general, in particular by directing the stresses along predefined channels.
  • the overall strength of the profile element 1 is further improved.
  • material between the braces 5, 5' and 7 will add to the general strength of the profile element 1 , in particular to certain stresses which are not necessarily directed along the lengths of each of the braces 5, 5' and 7.
  • the profile element 1 is likely to be subjected to a twisting motion or moment, which is directed around the longitudinal axis of the profile element 1. That is, according to the figures, and in particular Figure 1, the twisting motion arises if one end of the profile element 1 were to be rotated in the clockwise or anticlockwise direction in relation to the other end, which is maintained in the same position.
  • the twisting motion arises if one end of the profile element 1 were to be rotated in the clockwise or anticlockwise direction in relation to the other end, which is maintained in the same position.
  • the bridge region 2 will respond with a more elastic type deformation to, which will tend to absorb the momentary stress applied by attaching the wall pieces thereto, rather than being bent and permanently deformed.
  • the indenting of the interstitial regions leads to an increase in the strength of the profile element 1.
  • the profile element 1 With the great improvement to the strength of the profile element 1 as a result of the indent portions rather than specifically removing portions, it is possible to use a thinner material to manufacture the profile element 1.
  • the necessary strength requirements of the profile element 1 can be more readily achieved with a thinner material, by structuring this with the support brace 5, central support brace 5' and connecting braces 7 wherein indented portions of the bridge region 2 remain there-between.
  • this reduces the general cost of the profile element 1.
  • Further cost reduction is achieved by means of producing the braces 5, 5' and 7 by the technique of roll pressing, rather than having to actively remove sections of the material to form the brace 5, 5' and 7 pattern.
  • a particularly advantageous structure for the patterning of the indented triangle regions can be seen in the figures.
  • This pattern relates to the use of right-angled isosceles triangles. These right-angled isosceles triangles are positioned either side of the central support brace 5', and alternate in their orientation along the longitudinal direction. As can be seen in the figures, two of the right-angled isosceles triangles are oriented lying adjacent to each other either side of the central support brace 5', with one pair opposing each other with their hypotenuse, and the next adjacent pair opposing each other with the right-angle. This pattern repeats along the whole length of the profile element 1, to form the brace 5, 5' and 7 structure.
  • the solution in accordance with the invention is not limited to the especially preferred embodiment shown in Fig. 1.
  • the profile element 1 it would of course also be conceivable for the profile element 1 to comprise more than three support braces 5, 5'. It is further conceivable that the support braces 5 provided at the two side edges 2' of the bridge region 2 may be of thinner dimensions than the central support brace 5'. It is also possible to do without the V-shaped groove 6 in one or more of the support braces
  • connecting braces 7 to be disposed at angles other than ca. 45° with respect to the support braces 5, 5', for example under 90°.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP08701116.9A 2007-01-15 2008-01-15 Profilelement als trägerstruktur zum bauen von wänden Active EP2106487B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08701116.9A EP2106487B1 (de) 2007-01-15 2008-01-15 Profilelement als trägerstruktur zum bauen von wänden
HRP20171253TT HRP20171253T1 (hr) 2007-01-15 2017-08-16 Element profila kao nosiva struktura za gradnju zidova

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
PCT/EP2007/000300 WO2008086818A1 (en) 2007-01-15 2007-01-15 Profile element as carrier structure for the construction of walls
PCT/EP2008/000260 WO2008087009A1 (en) 2007-01-15 2008-01-15 Profile element as carrier structure for the construction of walls
EP08701116.9A EP2106487B1 (de) 2007-01-15 2008-01-15 Profilelement als trägerstruktur zum bauen von wänden

Publications (2)

Publication Number Publication Date
EP2106487A1 true EP2106487A1 (de) 2009-10-07
EP2106487B1 EP2106487B1 (de) 2017-05-31

Family

ID=38442008

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08701116.9A Active EP2106487B1 (de) 2007-01-15 2008-01-15 Profilelement als trägerstruktur zum bauen von wänden

Country Status (8)

Country Link
EP (1) EP2106487B1 (de)
DK (1) DK2106487T3 (de)
EA (1) EA014816B1 (de)
EG (1) EG25165A (de)
HR (1) HRP20171253T1 (de)
MA (1) MA31184B1 (de)
TN (1) TN2009000301A1 (de)
WO (2) WO2008086818A1 (de)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011020093A2 (en) 2009-08-14 2011-02-17 Dmfcwbs, Llc Improved structural framing member
USD751222S1 (en) 2010-08-16 2016-03-08 Clarkwestern Dietrich Building Systems Llc Framing member
USD751733S1 (en) 2010-08-16 2016-03-15 Clark Western Dietrich Building Systems Llc Framing member
KR20140105834A (ko) 2011-12-21 2014-09-02 델리카 아게 캡슐, 시스템 및 음료를 제조하기 위한 방법
EP3068958B1 (de) 2013-11-15 2020-01-08 Knauf Gips KG Verfahren zur herstellung eines elements mit verstärktem profil
WO2015070920A1 (en) 2013-11-15 2015-05-21 Knauf Gips Kg Profile element for supporting at least one wall partition, in particular at least one drywall plasterboard partition
JP7017308B2 (ja) 2013-11-15 2022-02-08 クナウフ ギプス カーゲー 二重レイヤーウォールシステム、および、二重レイヤーウォールシステムのための外形要素
ES2925636T3 (es) 2017-05-24 2022-10-19 Saint Gobain Placo Elemento de construcción corrugado, aparato para producirlo y método de fabricación
IT201800004060A1 (it) * 2018-03-29 2019-09-29 Eclisse Srl Metodo per l’ottenimento di un profilo verticale od orizzontale per la interconnessione a pareti in cartongesso ed il relativo metodo per il suo ottenimento
RU196497U1 (ru) * 2019-10-24 2020-03-03 Вячеслав Александрович Гринько Перфорированная балка-ферма
RU2744549C1 (ru) * 2020-06-25 2021-03-11 Александр Игоревич Павлов Несущие элементы для металлокаркаса (варианты).
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2121962A (en) * 1936-04-16 1938-06-28 Cons Expanded Metal Companies Soundproof wall structure and structural member for use therein
US2246578A (en) * 1939-02-24 1941-06-24 Salardi Albert Bernhard De Trussed structural member and method of and means for its manufacture
AU453003B2 (en) * 1970-09-22 1974-09-19 Jury & Spiers Proprietary Limited Expanded metal structural member
SE394478B (sv) * 1974-10-16 1977-06-27 Interoc Fasad Ab Profilskena av tunnplat for anvendning sasom distanshallande, forstyvande och belastningsupptagande konstruktionselement i vermeisolerade byggnadsdelar
DE2817879A1 (de) * 1978-04-24 1979-10-31 Winter Kg Trennwand, insbesondere schalldaemmwand
GB2078276A (en) * 1980-06-12 1982-01-06 Expanded Metal Partition Stud
CA1192015A (en) * 1981-08-12 1985-08-20 Andrew S. Zakrzewski Load bearing thermal steel stud
US4793113A (en) * 1986-09-18 1988-12-27 Bodnar Ernest R Wall system and metal stud therefor
US4909007A (en) * 1987-03-19 1990-03-20 Ernest R. Bodnar Steel stud and precast panel
GB9526416D0 (en) * 1995-12-22 1996-02-21 Midland Ind Holdings Ltd Structural profile
CA2399825A1 (en) * 1999-02-08 2000-08-17 Rocheway Pty. Ltd. A structural member
IT1311808B1 (it) * 1999-12-07 2002-03-19 Dallan Srl Metodo per ottenere profilati metallici per strutture di sostegno dipannelli,particolarmente di cartongesso,e profilato ottenibile con il
DE20022426U1 (de) * 2000-07-18 2001-08-09 Richter-System GmbH & Co KG, 64347 Griesheim Tragprofil
AU2003274909B2 (en) * 2002-08-05 2009-08-13 Anderson, Jeffrey A Metal framing member and method of manufacture
DE202006008668U1 (de) * 2006-05-30 2006-09-07 Richter-System Gmbh & Co. Kg Profil aus Blech für den Trockenbau

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2008087009A1 *

Also Published As

Publication number Publication date
MA31184B1 (fr) 2010-02-01
TN2009000301A1 (en) 2010-12-31
WO2008086818A1 (en) 2008-07-24
EG25165A (en) 2011-10-02
DK2106487T3 (en) 2017-09-11
HRP20171253T1 (hr) 2017-10-20
WO2008087009A1 (en) 2008-07-24
EP2106487B1 (de) 2017-05-31
EA014816B1 (ru) 2011-02-28
EA200900916A1 (ru) 2009-12-30

Similar Documents

Publication Publication Date Title
EP2106487B1 (de) Profilelement als trägerstruktur zum bauen von wänden
CA1184732A (en) 1-beam construction and process therefor
WO2000017464A1 (en) Floor beam
JP2008517187A5 (de)
WO1994005872A1 (en) Roll formed metal member with reinforcement indentations
US10006477B2 (en) Sheet and rod attachment apparatus and system
PL183790B1 (pl) Zestaw rolek do walcowania na zimno płaskich,cienkich arkuszy i sztywny arkusz materiału z garbami uformowanymi po obydwu jego stronach
US4912794A (en) Bridge having chords connected to each other by means of pleated steel sheets
DE102005037055A1 (de) Flexibel formbare Kernstruktur für die Sandwichbauweise
KR101125917B1 (ko) 프리스트레스가 도입된 강콘크리트 합성보
AU2006230983B2 (en) C-shaped profile and partition comprising a C-shaped profile
US2186297A (en) Space enclosing supporting structure
US20070039266A1 (en) Composite construction element, in particular for making wall structures for buildings and process for its manufacture
US6012699A (en) Concrete form having adjustable curvature
KR101737573B1 (ko) 내부보강 강관거더
EP3019675B1 (de) Tragwerk
KR101154121B1 (ko) 강재 조립보 및 그를 이용한 강콘크리트 합성보
EP0876864A3 (de) Verfahren zur Herstellung von Strukturen aus miteinander verbundenen, schraubenförmigen Metallbändern und damit hergestellte Strukturen
WO2002070831A1 (en) Constructional panel
EP0864529A2 (de) Bauelemente
RU2535865C1 (ru) Бипластмассовая балка
US5975482A (en) Concrete form having adjustable curvature
JP4867445B2 (ja) 鉄筋コンクリート部材のせん断補強構造及びせん断補強方法
RU2814133C1 (ru) Арматурный стержень периодического профиля
KR200303052Y1 (ko) 건축용 제트형강

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: 20090811

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 MT NL NO PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20090921

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20161215

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

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 897617

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170615

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602008050463

Country of ref document: DE

REG Reference to a national code

Ref country code: HR

Ref legal event code: TUEP

Ref document number: P20171253

Country of ref document: HR

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20170906

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20170531

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 897617

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170531

REG Reference to a national code

Ref country code: HR

Ref legal event code: T1PR

Ref document number: P20171253

Country of ref document: HR

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: 20170531

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: 20170831

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: 20170531

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: 20170531

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: 20170531

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: 20170901

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: 20170531

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: 20170930

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: 20170531

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: 20170531

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

Ref country code: EE

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

Effective date: 20170531

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: 20170531

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: 20170531

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: 20170531

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

Ref country code: PL

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

Effective date: 20170531

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602008050463

Country of ref document: DE

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

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

Ref country code: DK

Payment date: 20180125

Year of fee payment: 11

26N No opposition filed

Effective date: 20180301

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

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: 20170531

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: 20180115

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: 20180131

Ref country code: LU

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

Effective date: 20180115

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20180928

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180131

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: 20180131

Ref country code: CH

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

Effective date: 20180131

Ref country code: LI

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

Effective date: 20180131

Ref country code: GB

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

Effective date: 20180115

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20171253

Country of ref document: HR

Payment date: 20181231

Year of fee payment: 12

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

Ref country code: IE

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

Effective date: 20180115

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

Ref country code: HR

Payment date: 20181231

Year of fee payment: 12

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

Ref country code: IE

Payment date: 20190221

Year of fee payment: 8

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: 20170531

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20190131

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

Ref country code: DK

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

Effective date: 20190131

Ref country code: MT

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

Effective date: 20180115

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; INVALID AB INITIO

Effective date: 20080115

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: 20170531

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: 20170531

REG Reference to a national code

Ref country code: HR

Ref legal event code: PBON

Ref document number: P20171253

Country of ref document: HR

Effective date: 20200115

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 NON-PAYMENT OF DUE FEES

Effective date: 20200731

Ref country code: HR

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

Effective date: 20200115

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

Ref country code: DE

Payment date: 20240129

Year of fee payment: 17

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

Ref country code: TR

Payment date: 20240111

Year of fee payment: 17

Ref country code: IT

Payment date: 20240122

Year of fee payment: 17