EP2106487B1 - Élément profilé servant de structure portante pour la construction de murs - Google Patents

Élément profilé servant de structure portante pour la construction de murs Download PDF

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Publication number
EP2106487B1
EP2106487B1 EP08701116.9A EP08701116A EP2106487B1 EP 2106487 B1 EP2106487 B1 EP 2106487B1 EP 08701116 A EP08701116 A EP 08701116A EP 2106487 B1 EP2106487 B1 EP 2106487B1
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EP
European Patent Office
Prior art keywords
braces
profile element
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.)
Active
Application number
EP08701116.9A
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German (de)
English (en)
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EP2106487A1 (fr
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.)
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Publication date
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Priority to EP08701116.9A priority Critical patent/EP2106487B1/fr
Publication of EP2106487A1 publication Critical patent/EP2106487A1/fr
Application granted granted Critical
Publication of EP2106487B1 publication Critical patent/EP2106487B1/fr
Priority to HRP20171253TT priority patent/HRP20171253T1/hr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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.
  • Such profile elements as a rule are vertically oriented supporting components, which absorb and transmit forces mainly in the direction of their long axis.
  • These profile elements can in principle be made of any of the building materials that are sufficiently resistant to pressure. In the building trade the materials mainly employed are wood or metal, e.g. aluminium.
  • the carrying capacity of a profile element depends in particular on the stability of the chosen material, the cross-sectional dimensions and shape, the length or height of the profile element, and the characteristics of the bearings at their ends (rotation permitted or prevented). Other factors that crucially affect the carrying capacity of a profile element are geometric imperfections, for example slanted positions, distortions, twisting or the like.
  • profile elements i.e. 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.
  • WO 97/23694 A1 discloses an elongate structural profile having a base and a pair of sidewalls projecting from the base along its length, the base being provided with formations extending longitudinally of the profile. Moreover, indentations are square in shape or, alternatively have a diamond, circular, rectangular or triangular shape.
  • 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 to serve as a carrier structure 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 further comprises fixation means that can be brought into engagement with wall segments, in particular gypsum plaster boards or the like, wherein the bridge region comprises at least two support braces oriented substantially in the long direction of the profile, by way of which the forces acting on the profile element are taken up and transmitted away in the long direction of the profile, and that the bridge region further comprises a plurality of connecting braces that are each disposed between the support braces and mechanically connected to at least two support braces in such a way as to take up torsion forces and transmit them to the associated support braces, wherein the support braces and the connecting braces are provided by material of the bridge region in one plane, and lying in between the support braces and the connecting braces the material of the bridge region is deformed to lie on a different plane, in
  • 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 profile element designed with lightweight construction in accordance with the invention can be endowed with the required transverse stability, despite the saving of material, there are advantageously also provided in the bridge region of the profile element 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 as to take up torsion forces and transmit them directly to the associated support braces.
  • 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.
  • the plurality of connecting braces is uniformly and regularly disposed along the profile.
  • this preferred embodiment makes it possible for the length of the profile element to be made shorter, depending on the requirements of the current application, regardless of the pattern of connecting braces provided in the bridge region.
  • the regular arrangement of the connecting braces offers the added advantage that with this profile element a direction-independent transmission of force is always ensured.
  • 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 plurality of support braces includes one central support brace disposed in the middle of the bridge region which, being situated in the surface cross section of the bridge region, forms the long axis of the profile.
  • 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 shows a perspective view of a preferred embodiment of the profile element 1 in accordance with the invention.
  • the illustrated embodiment is a C or U profile, the invention is not limited to a special basic profile shape of this kind.
  • the profile element 1 consists of a bridge region 2 and at least one flange region 3.
  • a total of two flange regions 3 are provided, each of which projects substantially orthogonally away from the bridge region 2.
  • the flange regions 3 further comprise fixation means 4, for instance fixation holes, which can be brought into engagement with wall segments not explicitly shown in Fig. 1 , in particular gypsum plaster boards or the like.
  • 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.
  • the profile element 1 is fabricated by means of a roll-forming method, the triangles seen in the figure lying between the connecting brace 7, the support brace 5 and the central support brace 5' are not removed from the bridge region 2. Indeed, as can be seen in the figures, these triangular sections are in fact indented from the surface of the bridge region 2 in the direction of the flange regions 3. This could be considered as an embossed pattern.
  • 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 approximately in the order of the thickness of the material being used to make the profile element.
  • 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. It is particularly advantageous to provide 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. By indenting the material to form these braces 5, 5' and 7, rather than removing material, 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 compression strength of the bridge region 2 taken in the direction joining the two flange regions 3 is increased by maintaining the triangular sections between the braces 5, 5' and 7. If the sections between the braces 5, 5' and 7 were removed, force applied along the plane of the bridge region 2 in the direction between the flange regions 3, or roughly in such a direction, could lead to deformation of the braces 5, 5' and 7, in particular the connecting braces 7, if the interstitial triangular regions are removed. By maintaining these indented portions, the compression strength is improved, as the braces 5, 5' and 7, in particular the connecting braces 7, are much less likely to be deformed by a compressive force.
  • 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.
  • the patterning of the indented triangle regions according to the invention 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.
  • a preferable thickness of the material used for forming the profile element (1) is between 0,3 mm and 0,8 mm, preferably between 0,4 mm and 0,6 mm.
  • the offset between the plane of the indents and the plane of the support braces 5, 5' and the connecting braces 7 can be between 0,2 mm and 0,96 mm, preferably around 0,3 mm to 0,4 mm.
  • the material connecting the main plane of the support braces 5, 5' and the connecting braces 7 and the second plane of the indents is formed as a connecting slope 9, the slope extending over a length between 0,5 mm and 2 mm, preferably of around 1 mm.
  • the solution in accordance with the invention is not limited to the especially preferred embodiment shown in Fig. 1 .
  • the profile element 1 may comprise more than three support braces 5, 5'.
  • 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'.
  • the connecting braces 7 it is of course conceivable for at least some of the connecting braces 7 to be disposed at angles other than ca. 45° with respect to the support braces 5, 5', for example under 90°.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (9)

  1. Un élément de profil (1) pour servir de structure portante pour la construction de murs, en particulier des murs se composant de plaques de plâtre de gypse, ledit élément de profil (1) comprenant au moins une zone de pont (2) et au moins une zone de branche (3), de sorte qu'au moins une zone de branche (3) comprenne de plus un moyen de fixation (4) qui peut être amené en prise avec des segments du mur, en particulier les plaques de plâtre de gypse ou toute autre semblable, où la zone de pont (2) comprend au moins deux bras de support (5, 5') orientés principalement dans le sens de la longueur du profil, au moyen desquels les forces agissant sur l'élément de profil (1) sont reprises et transmises dans le sens de la longueur du profil, et où
    la zone de pont (2) comprend de plus une pluralité de bras de connexion (7) qui sont chacun disposés entre les bras de support (5, 5') et connectés mécaniquement à au moins deux bras de support (5, 5') de façon à reprendre des forces de torsion et les transmettre aux bras de support associés (5, 5'), où
    les bras de support (5, 5') et les bras de connexion (7) sont réalisés avec du matériau de la zone de pont (2) dans un plan, et une fois placé entre les bras de support (5, 5') et les bras de connexion (7), le matériau de la zone de pont (2) est déformé pour être placé sur un plan différent, de sorte que les creux (8) en forme de triangles sont définis par la déformation du matériau de la région de pont (2) entre les bras de support (5, 5') et les bras de connexion (7),
    où le plan du matériau se trouvant entre les bras de support (5, 5') et les bras de connexion (7) est compensé pour être placé sous la zone de pont (2) et par conséquent vers au moins une zone de bride (3) de l'élément de profil (1),
    où
    une compensation des deux plans est entre 0,5 et 1,2 de l'épaisseur du matériau étant utilisé pour fabriquer l'élément de profil (1),
    caractérisé en ce que
    les triangles sont en forme de triangles isocèles à angle droit et
    où des paires des triangles isocèles à angle droit sont orientées de façon adjacente à chaque côté du bras de support central (5'), une paire étant à l'opposé de l'autre avec son hypoténuse et la paire adjacente suivante étant à l'opposé de l'autre avec son angle droit.
  2. Un élément de profil (1) selon la revendication 1,
    où au moins une partie de la pluralité des bras de connexion (7) forme un angle aigu avec les bras de support associés (5, 5'), en particulier un angle d'environ 45°.
  3. Un élément de profil (1) selon l'une des revendications 1 ou 2,
    où la pluralité des bras de connexion (7) est uniformément et régulièrement disposée sur la longueur du profil.
  4. Un élément de profil (1) selon l'une des revendications précédentes,
    où la pluralité des bras de connexion (7) est disposée symétriquement par rapport aux bras de support (5, 5').
  5. Un élément de profil (1) selon l'une des revendications précédentes,
    où les bras de connexion (7) et les bras de support (5, 5') sont construits comme des profils laminés.
  6. Un élément de profil (1) selon l'une des revendications précédentes,
    où la pluralité des bras de support (5, 5') comprend un bras de support central (5') disposé au milieu de la zone de pont (2), situé au centre de la surface de la zone de pont.
  7. Un élément de profil (1) selon l'une des revendications précédentes,
    où les bras de support (5, 5') et les bras de connexion (7) ont chacun substantiellement la même largeur.
  8. Un élément de profil (1) selon l'une des revendications précédentes,
    où l'élément de profil (1) est un profil en C ou en U, un profil en double T ou un profil en Z.
  9. Un élément de profil (1) selon l'une des revendications précédentes,
    où la zone de branche (3) comprend une pluralité de sections de branche adjacentes les unes aux autres, chacune étant mécaniquement connectée à la zone de pont (2).
EP08701116.9A 2007-01-15 2008-01-15 Élément profilé servant de structure portante pour la construction de murs Active EP2106487B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP08701116.9A EP2106487B1 (fr) 2007-01-15 2008-01-15 Élément profilé servant de structure portante pour la construction de murs
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 (fr) 2007-01-15 2007-01-15 Élément profilé comme structure porteuse pour la construction de parois
PCT/EP2008/000260 WO2008087009A1 (fr) 2007-01-15 2008-01-15 Élément profilé servant de structure portante pour la construction de murs
EP08701116.9A EP2106487B1 (fr) 2007-01-15 2008-01-15 Élément profilé servant de structure portante pour la construction de murs

Publications (2)

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

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP08701116.9A Active EP2106487B1 (fr) 2007-01-15 2008-01-15 Élément profilé servant de structure portante pour la construction de murs

Country Status (8)

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

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WO2011020093A2 (fr) 2009-08-14 2011-02-17 Dmfcwbs, Llc Elément d'ossature structural amélioré
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
EP2794427B2 (fr) 2011-12-21 2021-08-18 Delica AG Capsule, corps de capsule, procédé et système de préparation d'une boisson
JP2017501317A (ja) 2013-11-15 2017-01-12 クナウフ ギプス カーゲー 少なくとも１つのウォールパーティション、特に少なくとも１つのドライウォールプラスターボードパーティションを支持するための外形要素。
DK3068956T3 (da) 2013-11-15 2024-05-27 Knauf Gips Kg Dobbeltlagsvægsystem og fremgangsmåde til fremstilling af dobbeltlagsvægsystemet
EP3068958B1 (fr) 2013-11-15 2020-01-08 Knauf Gips KG Procédé pour produire un élément de profilé renforcé
HUE059442T2 (hu) 2017-05-24 2022-11-28 Saint Gobain Placo Hullámos szerkezeti elem, berendezés annak elõállítására és gyártási eljárás
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).
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MA31184B1 (fr) 2010-02-01
WO2008086818A1 (fr) 2008-07-24
WO2008087009A1 (fr) 2008-07-24
EG25165A (en) 2011-10-02
EA200900916A1 (ru) 2009-12-30
DK2106487T3 (en) 2017-09-11
TN2009000301A1 (en) 2010-12-31
EP2106487A1 (fr) 2009-10-07
EA014816B1 (ru) 2011-02-28
HRP20171253T1 (hr) 2017-10-20

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