WO2007137618A1 - Profil aus blech für den trockenbau - Google Patents
Profil aus blech für den trockenbau Download PDFInfo
- Publication number
- WO2007137618A1 WO2007137618A1 PCT/EP2006/010636 EP2006010636W WO2007137618A1 WO 2007137618 A1 WO2007137618 A1 WO 2007137618A1 EP 2006010636 W EP2006010636 W EP 2006010636W WO 2007137618 A1 WO2007137618 A1 WO 2007137618A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- reinforcing strip
- profile according
- supporting edge
- profile
- edge
- Prior art date
Links
- 239000002184 metal Substances 0.000 title claims abstract description 10
- 238000010276 construction Methods 0.000 title abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 239000000463 material Substances 0.000 claims description 23
- 238000004026 adhesive bonding Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract 2
- 239000011324 bead Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005304 joining Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical class [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
-
- 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
- E04C3/02—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 sheet metal profile for drywall construction.
- Sheet metal profiles are used in dry construction in various designs.
- a known embodiment of such a profile is referred to as C-profile and has two leg portions and a bottom portion connecting the leg portions, wherein on the leg portions each one extending in the longitudinal direction of the profile bent supporting edge is provided.
- Object of the present invention is to provide a particularly stable for a given material thickness profile. This object is achieved by a profile of sheet metal for drywall with two leg sections and a bottom portion connecting the leg sections, wherein at least one of the leg sections is provided in the longitudinal direction of the profile extending bent support edge, wherein on the bent support edge a reinforcing strip is provided and wherein the reinforcing strip extends over the entire width of the folded support edge solved.
- a further improvement in stability is achieved in that the reinforcing strip and / or the bent-over support edge has plastic material deformations for fastening the reinforcing strip to the bent-over support edge.
- a plurality of local plastic material deformations may preferably be provided.
- the plastic material deformations have an elongated shape and extend in particular in the longitudinal direction of the reinforcing strip.
- the plastic material deformations can be produced by forming joining of supporting edge and reinforcing strip, in particular by clinching.
- the stability of the profile can be further improved.
- the production of the profile is particularly simple if the reinforcing strip is a bent-back part of the leg section.
- the reinforcing strip may be a separate element, in particular a sheet metal strip.
- a forming step of the sheet can be omitted since the reinforcing strip is not bent back.
- the reinforcing strip may instead be separately fed during manufacture and e.g. be connected by the plastic material deformations with the supporting edge.
- the reinforcing strip extends along the supporting edge, in particular over its entire length, and / or is arranged on the side of the supporting edge facing the bottom section.
- the supporting edge in the transverse direction of the supporting edge has a curvature. This can be designed such that the supporting edge facing away from the bottom portion Side convex and / or concave on the side facing the bottom portion.
- the stability is also improved in that the reinforcing strip has a first region for bearing against the supporting edge and a second region for abutment with the leg section.
- the first and the second area can be connected to each other via a bending line. Good support is achieved when the first region extends parallel to the supporting edge and the second region extends parallel to the leg section.
- Fig. 1 An inventive profile after a first
- Fig. 2 A perspective view of the profile of Fig. 1;
- Fig. 3 An inventive profile after a second
- Fig. 4 A perspective view of the profile of Fig. 3;
- Fig. 5 An inventive profile according to a third embodiment of the side
- Fig. 6 A perspective view of the profile of Fig. 5;
- Fig. 7 A perspective view of a profile according to the invention according to a further embodiment
- FIG. 8 shows a perspective view of a profile according to the invention according to a further embodiment
- FIG. 9 shows a perspective view of a profile according to the invention according to a further embodiment
- FIG. 10 shows a perspective view of a profile according to the invention according to a further embodiment
- FIG. 1 Each show different embodiments of a profile 1 made of sheet metal for drywall.
- a profile may be used in drywall as a substructure, e.g. be used for plasterboard in walls or suspended ceilings.
- the profile 1 has in each case two leg sections 2 and a bottom section 3 connecting the leg sections 2.
- leg portions 2 and the bottom portion 3 while several extending in the longitudinal direction of the profile 1 beads 6, 7 are formed.
- At the leg portions 2 a in the longitudinal direction of the profile 1 extending bent support 4 is provided.
- the inwardly facing support edge 4 can serve for connection to other fastening elements of the drywall, eg with a so-called cross connector (not shown), which engages with suitable projections under the support edge 4.
- a reinforcing strip 5 is provided in each case, which extends along the supporting edge 4 and is arranged in the illustrated embodiments on the bottom portion 3 facing side of the supporting edge 4.
- the reinforcing strip 5 extends over the entire width B of the bent support edge. 4
- the supporting edge 4 has a transverse direction of the
- Trature 4 extending curvature, which is formed so that the support edge 4 is convex on the side facing away from the bottom portion 3 and convex on the bottom portion 3 side facing concave.
- the support edge 4 of the embodiment shown in Figures 1 and 2 has a curved shape
- the support edge 4 is straight and arranged at a right angle to the leg portion 2.
- the supporting edge 4 is arranged at an acute angle to the leg portion and points with its free end to the bottom portion 3.
- the reinforcing strip 5 is a bent-back part of the reinforcing strip 5
- the reinforcing strip 5 is a separate element, e.g. in the form of a tin strip. This is securely fixed to the supporting edge 4 by deformations 11 and / or by gluing in the manner described in more detail below.
- FIGS. 1 to 6 show that the reinforcing strip 5 may have a first region 8 for bearing against the supporting edge 4 and a second region 9 for bearing against the inside of the leg section 2 (outside of the supporting edge 4).
- the reinforcing strip 5 nestles against the supporting edge 4 and the Schenklabites 2.
- the first and the second region 8, 9 are connected to each other via a bending line 10. In this case, the first region 8 extends parallel to the supporting edge 4 and the second region 9 extends parallel to the leg section 2.
- FIGS. 7 to 10 make clear that the reinforcing strip 5 and the supporting edge 4 can have plastic material deformations 11 which fasten the reinforcing strip 5 to the supporting edge 4.
- a plurality of local, localized material deformations 11 are formed, which are distributed over the supporting edge 4.
- the material deformations 11 each have an elongate shape and extend in the longitudinal direction of the reinforcing strip 5.
- This embodiment is particularly suitable in the context of the invention. However, material deformations in other forms, not shown, may also be used. A particularly high one
- the material deformations 11 can be produced by forming joining of supporting edge 4 and reinforcing strip 5.
- the method referred to as clinching can be used here.
- the reinforcing strip 5 can be connected by gluing to the supporting edge 4, which leads to a particularly high load capacity.
- Trained as a C-profile 1 consists of bent, in particular galvanized sheet steel.
- the material thickness of the sheet is advantageously between 0.2 and 2.0 mm, in particular between 0.3 and 1.0 mm and preferably 0.4 mm.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Floor Finish (AREA)
- Revetment (AREA)
- Tents Or Canopies (AREA)
- Joining Of Building Structures In Genera (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Package Frames And Binding Bands (AREA)
- Drying Of Solid Materials (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA002653635A CA2653635A1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
EA200802435A EA015552B1 (ru) | 2006-05-30 | 2006-11-07 | Профиль из листового металла для сухого способа строительства |
EP06818395A EP2024581A1 (de) | 2006-05-30 | 2006-11-07 | Profil aus blech für den trockenbau |
US12/315,004 US20090113846A1 (en) | 2006-05-30 | 2008-11-26 | Sheet metal section for dry construction |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202006008668.4 | 2006-05-30 | ||
DE202006008668U DE202006008668U1 (de) | 2006-05-30 | 2006-05-30 | Profil aus Blech für den Trockenbau |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007137618A1 true WO2007137618A1 (de) | 2007-12-06 |
Family
ID=37026787
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2006/010636 WO2007137618A1 (de) | 2006-05-30 | 2006-11-07 | Profil aus blech für den trockenbau |
Country Status (8)
Country | Link |
---|---|
US (1) | US20090113846A1 (de) |
EP (1) | EP2024581A1 (de) |
CN (1) | CN101484650A (de) |
CA (1) | CA2653635A1 (de) |
DE (1) | DE202006008668U1 (de) |
EA (1) | EA015552B1 (de) |
UA (1) | UA94748C2 (de) |
WO (1) | WO2007137618A1 (de) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8056303B2 (en) * | 2009-05-06 | 2011-11-15 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
US20120266562A1 (en) * | 2009-11-27 | 2012-10-25 | Keith Woolf | Structural element |
EP2295662B1 (de) | 2009-07-20 | 2015-06-17 | Saint-Gobain Rigips Austria GesmbH | System für den Aufbau von Trennwänden |
GB2585654A (en) * | 2019-07-09 | 2021-01-20 | Ancon Ltd | A stiffening device |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008086818A1 (en) * | 2007-01-15 | 2008-07-24 | Knauf Insaat Ve Yapi Elemaniari Ve Ticaret A.S. | Profile element as carrier structure for the construction of walls |
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 |
DE102013106880A1 (de) * | 2013-07-01 | 2015-01-08 | Saint-Gobain Rigips Gmbh | Trockenbausystem zur Erstellung von Trennwänden, abgehängten Decken oder dgl., Trägerprofil hierfür sowie Verwendung dieses Trockenbausystems |
US9249622B1 (en) * | 2013-09-18 | 2016-02-02 | Premium Garage Door Hardware Inc. | Garage door track with inwardly hemmed sidewall, and reinforcing ribs to reduce the incidence of rollout |
KR102383308B1 (ko) * | 2014-04-30 | 2022-04-05 | 사토산교 가부시키가이샤 | 프레임 부재 |
CN104847038B (zh) * | 2015-06-02 | 2017-04-05 | 东南大学 | 一种抗连续倒塌的冷弯薄壁型钢组合墙体及现场快速安装方法 |
US20190177975A1 (en) * | 2016-07-06 | 2019-06-13 | Dov MARKOVITCH | Structural element |
US10465382B2 (en) * | 2016-11-30 | 2019-11-05 | Bailey Metal Products Limited | Metal stud for use in sound attenuating wall system utilizing high density wallboard |
US10024059B2 (en) * | 2016-12-15 | 2018-07-17 | Bs Concepts, Llc | Amplified metal stud framing |
USD855833S1 (en) * | 2017-01-04 | 2019-08-06 | Tricam Industries, Inc. | Ladder rail |
GB2561232A (en) * | 2017-04-07 | 2018-10-10 | Hadley Industries Overseas Holdings Ltd | Profiles |
US11692716B2 (en) | 2020-05-15 | 2023-07-04 | Electrolux Home Products, Inc. | Housing for household appliance with external panel having integrated reinforcement |
US20220341195A1 (en) * | 2021-04-23 | 2022-10-27 | Michael R Farley | 2x4 coupling plate |
USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
USD985802S1 (en) * | 2021-05-24 | 2023-05-09 | Super Stud Building Products, Inc. | Isolated resilient channel |
WO2024036675A1 (zh) * | 2022-08-18 | 2024-02-22 | 南通欧本建筑科技有限公司 | 一种双层翼缘的檩条及其制备方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3018862A (en) * | 1959-06-02 | 1962-01-30 | Storage Products Corp | Structural element |
DE2421918A1 (de) | 1974-05-07 | 1975-11-27 | Arbed | Kaltprofile fuer konstruktionszwecke |
US4409771A (en) * | 1979-12-12 | 1983-10-18 | Lowe Colin F | Sheet metal beam |
EP0469909A1 (de) | 1990-08-03 | 1992-02-05 | Ward Building Systems Limited | Profilträger |
DE20022426U1 (de) | 2000-07-18 | 2001-08-09 | Richter System Gmbh & Co Kg | Tragprofil |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
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US3967430A (en) * | 1972-02-14 | 1976-07-06 | Knudson Gary Art | Building method |
US4131980A (en) * | 1977-09-07 | 1979-01-02 | Zinnbauer Frederick W | Method of making a tank |
US4505084A (en) * | 1981-02-23 | 1985-03-19 | Knudson Gary Art | Wide panel, panel assembly |
US5514432A (en) * | 1993-07-14 | 1996-05-07 | Lisec; Peter | Hollow profile for spacer frames for insulating glass panes |
DE19536949C2 (de) * | 1995-10-04 | 1998-10-08 | Loh Kg Rittal Werk | Rahmenschenkel für ein Rahmengestell eines Schaltschrankes |
US5729144A (en) * | 1996-12-02 | 1998-03-17 | Cummins; Kenneth L. | Systems and methods for determining location of a fault on an electric utility power distribution system |
JP3801805B2 (ja) * | 1999-03-16 | 2006-07-26 | 本田技研工業株式会社 | 閉断面湾曲長尺材 |
DE10142556A1 (de) * | 2001-08-30 | 2003-03-20 | Hilti Ag | Profilierte Montageschiene |
US6938389B2 (en) * | 2001-10-03 | 2005-09-06 | Steel Stitch Corporation | Roll formed staple-in awning frame and method |
US6802170B2 (en) * | 2002-01-07 | 2004-10-12 | Kurt K. Davis | Box beam and method for fabricating same |
-
2006
- 2006-05-30 DE DE202006008668U patent/DE202006008668U1/de not_active Expired - Lifetime
- 2006-11-07 EA EA200802435A patent/EA015552B1/ru not_active IP Right Cessation
- 2006-11-07 EP EP06818395A patent/EP2024581A1/de not_active Withdrawn
- 2006-11-07 WO PCT/EP2006/010636 patent/WO2007137618A1/de active Application Filing
- 2006-11-07 CA CA002653635A patent/CA2653635A1/en not_active Abandoned
- 2006-11-07 UA UAA200813766A patent/UA94748C2/ru unknown
- 2006-11-07 CN CNA2006800547568A patent/CN101484650A/zh active Pending
-
2008
- 2008-11-26 US US12/315,004 patent/US20090113846A1/en not_active Abandoned
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3018862A (en) * | 1959-06-02 | 1962-01-30 | Storage Products Corp | Structural element |
DE2421918A1 (de) | 1974-05-07 | 1975-11-27 | Arbed | Kaltprofile fuer konstruktionszwecke |
US4409771A (en) * | 1979-12-12 | 1983-10-18 | Lowe Colin F | Sheet metal beam |
EP0469909A1 (de) | 1990-08-03 | 1992-02-05 | Ward Building Systems Limited | Profilträger |
DE20022426U1 (de) | 2000-07-18 | 2001-08-09 | Richter System Gmbh & Co Kg | Tragprofil |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8056303B2 (en) * | 2009-05-06 | 2011-11-15 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
EP2295662B1 (de) | 2009-07-20 | 2015-06-17 | Saint-Gobain Rigips Austria GesmbH | System für den Aufbau von Trennwänden |
US20120266562A1 (en) * | 2009-11-27 | 2012-10-25 | Keith Woolf | Structural element |
GB2585654A (en) * | 2019-07-09 | 2021-01-20 | Ancon Ltd | A stiffening device |
GB2585654B (en) * | 2019-07-09 | 2023-08-09 | Leviat Ltd | A stiffening device |
Also Published As
Publication number | Publication date |
---|---|
UA94748C2 (ru) | 2011-06-10 |
CN101484650A (zh) | 2009-07-15 |
US20090113846A1 (en) | 2009-05-07 |
EA015552B1 (ru) | 2011-08-30 |
EP2024581A1 (de) | 2009-02-18 |
DE202006008668U1 (de) | 2006-09-07 |
EA200802435A1 (ru) | 2009-04-28 |
CA2653635A1 (en) | 2007-12-06 |
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