WO2008087009A1 - Profile element as carrier structure for the construction of walls - Google Patents
Profile element as carrier structure for the construction of walls Download PDFInfo
- Publication number
- WO2008087009A1 WO2008087009A1 PCT/EP2008/000260 EP2008000260W WO2008087009A1 WO 2008087009 A1 WO2008087009 A1 WO 2008087009A1 EP 2008000260 W EP2008000260 W EP 2008000260W WO 2008087009 A1 WO2008087009 A1 WO 2008087009A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- profile element
- braces
- profile
- bridge region
- support
- Prior art date
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.
- 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. Customarily so-called C or U profiles are used as 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.
- 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.
- 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 a perspective view of a preferred embodiment of the profile element in accordance with the invention
- Fig. 2a a cross section along the line IIA-IIA in Fig. 1 ;
- Fig. 2b a cross section along the line IIB-IIB in Fig.
- 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.
- 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 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.
- 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.
- 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 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)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
Claims
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP08701116.9A EP2106487B1 (en) | 2007-01-15 | 2008-01-15 | Profile element as carrier structure for the construction of walls |
DK08701116.9T DK2106487T3 (en) | 2007-01-15 | 2008-01-15 | PROFILE ELEMENT AS CARRIAGE CONSTRUCTION FOR BUILDING WALLS |
EA200900916A EA014816B1 (en) | 2007-01-15 | 2008-01-15 | A profile to serve as an element of a structure for the construction of walls |
EG2009071085A EG25165A (en) | 2007-01-15 | 2009-07-14 | Profile elements as carrier structure for the consstruction of walls. |
TNP2009000301A TN2009000301A1 (en) | 2007-01-15 | 2009-07-15 | Profile element as carrier structure for the construction of walls |
MA32167A MA31184B1 (en) | 2007-01-15 | 2009-08-12 | PROFILE ELEMENT AS A CARRYING STRUCTURE FOR THE CONSTRUCTION OF WALLS. |
HRP20171253TT HRP20171253T1 (en) | 2007-01-15 | 2017-08-16 | Profile element as carrier structure for the construction of walls |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EPPCT/EP07/000300 | 2007-01-15 | ||
PCT/EP2007/000300 WO2008086818A1 (en) | 2007-01-15 | 2007-01-15 | Profile element as carrier structure for the construction of walls |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2008087009A1 true WO2008087009A1 (en) | 2008-07-24 |
Family
ID=38442008
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
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 |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2007/000300 WO2008086818A1 (en) | 2007-01-15 | 2007-01-15 | Profile element as carrier structure for the construction of walls |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2106487B1 (en) |
DK (1) | DK2106487T3 (en) |
EA (1) | EA014816B1 (en) |
EG (1) | EG25165A (en) |
HR (1) | HRP20171253T1 (en) |
MA (1) | MA31184B1 (en) |
TN (1) | TN2009000301A1 (en) |
WO (2) | WO2008086818A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013092910A1 (en) | 2011-12-21 | 2013-06-27 | Delica Ag | Capsule, system and method for preparing a beverage |
WO2015070919A1 (en) | 2013-11-15 | 2015-05-21 | Knauf Gips Kg | Method for producing a reinforced profile element |
WO2015070921A1 (en) | 2013-11-15 | 2015-05-21 | Knauf Gips Kg | Double layer wall system and profile element for a double layer wall system |
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 |
US11927009B2 (en) | 2017-05-24 | 2024-03-12 | Saint-Gobain Placo | Corrugated construction element |
USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Families Citing this family (6)
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 |
IT201800004060A1 (en) * | 2018-03-29 | 2019-09-29 | Eclisse Srl | METHOD FOR OBTAINING A VERTICAL OR HORIZONTAL PROFILE FOR THE INTERCONNECTION TO PLASTERBOARD WALLS AND THE RELATIVE METHOD FOR OBTAINING IT |
RU196497U1 (en) * | 2019-10-24 | 2020-03-03 | Вячеслав Александрович Гринько | Perforated truss beam |
RU2744549C1 (en) * | 2020-06-25 | 2021-03-11 | Александр Игоревич Павлов | Metal frame load-bearing elements (options) |
Citations (13)
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 |
US4016700A (en) * | 1974-10-16 | 1977-04-12 | Interoc Fasad Aktiebolag | Structural sheet metal bar member for use in heat insulating building parts |
DE2817879A1 (en) * | 1978-04-24 | 1979-10-31 | Winter Kg | Frame supported sound insulating sandwich partition wall - has filter in holes through cross=section wall pieces of hollow units |
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 |
WO2000047839A1 (en) * | 1999-02-08 | 2000-08-17 | Rocheway Pty. Ltd. | A structural member |
WO2001042582A1 (en) * | 1999-12-07 | 2001-06-14 | Dallan S.R.L. | Method for producing metal profile bars for support structures for panels, particularly of plaster-board, and profile bar produced by the method |
DE20022426U1 (en) * | 2000-07-18 | 2001-08-09 | Richter System Gmbh & Co Kg | Support profile |
WO2004013423A2 (en) * | 2002-08-05 | 2004-02-12 | Anderson Jeffrey A | Metal framing member and method of manufacture |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB9526416D0 (en) * | 1995-12-22 | 1996-02-21 | Midland Ind Holdings Ltd | Structural profile |
DE202006008668U1 (en) * | 2006-05-30 | 2006-09-07 | Richter-System Gmbh & Co. Kg | Sheet metal profile for dry construction systems has two arm sections connected by base section with reinforcement strips extending over entire width of supporting edges at free ends of arms |
-
2007
- 2007-01-15 WO PCT/EP2007/000300 patent/WO2008086818A1/en active Application Filing
-
2008
- 2008-01-15 EP EP08701116.9A patent/EP2106487B1/en active Active
- 2008-01-15 DK DK08701116.9T patent/DK2106487T3/en active
- 2008-01-15 EA EA200900916A patent/EA014816B1/en not_active IP Right Cessation
- 2008-01-15 WO PCT/EP2008/000260 patent/WO2008087009A1/en active Application Filing
-
2009
- 2009-07-14 EG EG2009071085A patent/EG25165A/en active
- 2009-07-15 TN TNP2009000301A patent/TN2009000301A1/en unknown
- 2009-08-12 MA MA32167A patent/MA31184B1/en unknown
-
2017
- 2017-08-16 HR HRP20171253TT patent/HRP20171253T1/en unknown
Patent Citations (13)
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 |
US4016700A (en) * | 1974-10-16 | 1977-04-12 | Interoc Fasad Aktiebolag | Structural sheet metal bar member for use in heat insulating building parts |
DE2817879A1 (en) * | 1978-04-24 | 1979-10-31 | Winter Kg | Frame supported sound insulating sandwich partition wall - has filter in holes through cross=section wall pieces of hollow units |
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 |
WO2000047839A1 (en) * | 1999-02-08 | 2000-08-17 | Rocheway Pty. Ltd. | A structural member |
WO2001042582A1 (en) * | 1999-12-07 | 2001-06-14 | Dallan S.R.L. | Method for producing metal profile bars for support structures for panels, particularly of plaster-board, and profile bar produced by the method |
DE20022426U1 (en) * | 2000-07-18 | 2001-08-09 | Richter System Gmbh & Co Kg | Support profile |
WO2004013423A2 (en) * | 2002-08-05 | 2004-02-12 | Anderson Jeffrey A | Metal framing member and method of manufacture |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013092910A1 (en) | 2011-12-21 | 2013-06-27 | Delica Ag | Capsule, system and method for preparing a beverage |
EP2985240A1 (en) | 2011-12-21 | 2016-02-17 | Delica AG | Capsule and system for preparing a drink |
DE202012013330U1 (en) | 2011-12-21 | 2016-05-20 | Delica Ag | Capsule and system for the preparation of a drink |
WO2015070919A1 (en) | 2013-11-15 | 2015-05-21 | Knauf Gips Kg | Method for producing a reinforced profile element |
WO2015070921A1 (en) | 2013-11-15 | 2015-05-21 | Knauf Gips Kg | Double layer wall system and profile element for a double layer wall system |
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 |
US11927009B2 (en) | 2017-05-24 | 2024-03-12 | Saint-Gobain Placo | Corrugated construction element |
USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Also Published As
Publication number | Publication date |
---|---|
EA014816B1 (en) | 2011-02-28 |
TN2009000301A1 (en) | 2010-12-31 |
EP2106487A1 (en) | 2009-10-07 |
EP2106487B1 (en) | 2017-05-31 |
EG25165A (en) | 2011-10-02 |
HRP20171253T1 (en) | 2017-10-20 |
MA31184B1 (en) | 2010-02-01 |
DK2106487T3 (en) | 2017-09-11 |
WO2008086818A1 (en) | 2008-07-24 |
EA200900916A1 (en) | 2009-12-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP2106487B1 (en) | Profile element as carrier structure for the construction of walls | |
JP5255840B2 (en) | Architectural panels and building structures | |
WO2000017464A1 (en) | Floor beam | |
JPS6028980B2 (en) | I-beam | |
JP2008517187A5 (en) | ||
WO1994005872A1 (en) | Roll formed metal member with reinforcement indentations | |
US4912794A (en) | Bridge having chords connected to each other by means of pleated steel sheets | |
DE102005037055A1 (en) | Core structure for sandwich panels is made up of honeycomb of Y-shaped, twelve-sided pieces, allowing panels to curve around one axis or two axes simultaneously | |
KR101125917B1 (en) | Prestressed steel concrete composite beam | |
AU2006230983B2 (en) | C-shaped profile and partition comprising a C-shaped profile | |
US2186297A (en) | Space enclosing supporting structure | |
US6012699A (en) | Concrete form having adjustable curvature | |
KR101737573B1 (en) | Internal reinforced steel pipe girder | |
KR101154121B1 (en) | Steel built up beam and steel concrete composite beam using the same | |
WO2002070831A1 (en) | Constructional panel | |
EP3019675B1 (en) | Structural frame | |
EP0864529A2 (en) | Building elements | |
RU2535865C1 (en) | Biplastic beam | |
US5975482A (en) | Concrete form having adjustable curvature | |
JP4867445B2 (en) | Shear reinforcement structure and method for reinforced concrete members | |
RU2814133C1 (en) | Periodic profile reinforcing bar | |
EP4006251A1 (en) | Reinforced structural element | |
RU2203758C2 (en) | Thin-web shape member | |
CA1284725C (en) | Concrete form and method of fabricating same | |
SE461537B (en) | Load-bearing structural element which can be rolled up, and a method for producing and using such a structural element |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
DPE2 | Request for preliminary examination filed before expiration of 19th month from priority date (pct application filed from 20040101) | ||
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 08701116 Country of ref document: EP Kind code of ref document: A1 |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2009071085 Country of ref document: EG |
|
WWE | Wipo information: entry into national phase |
Ref document number: 200900916 Country of ref document: EA |
|
REEP | Request for entry into the european phase |
Ref document number: 2008701116 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 2008701116 Country of ref document: EP |
|
WWE | Wipo information: entry into national phase |
Ref document number: 11425 Country of ref document: GE |
|
WWE | Wipo information: entry into national phase |
Ref document number: A200908292 Country of ref document: UA |