EP2024582B1 - Profilé en tôle destiné à la construction sèche - Google Patents

Profilé en tôle destiné à la construction sèche Download PDF

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Publication number
EP2024582B1
EP2024582B1 EP06828932A EP06828932A EP2024582B1 EP 2024582 B1 EP2024582 B1 EP 2024582B1 EP 06828932 A EP06828932 A EP 06828932A EP 06828932 A EP06828932 A EP 06828932A EP 2024582 B1 EP2024582 B1 EP 2024582B1
Authority
EP
European Patent Office
Prior art keywords
reinforcing strip
supporting edge
section according
section
profile
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
EP06828932A
Other languages
German (de)
English (en)
Other versions
EP2024582A1 (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.)
Richter System GmbH and Co KG
Original Assignee
Richter System GmbH and Co KG
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 Richter System GmbH and Co KG filed Critical Richter System GmbH and Co KG
Priority to PL06828932T priority Critical patent/PL2024582T3/pl
Priority to SI200631389T priority patent/SI2024582T1/sl
Publication of EP2024582A1 publication Critical patent/EP2024582A1/fr
Application granted granted Critical
Publication of EP2024582B1 publication Critical patent/EP2024582B1/fr
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
    • E04C3/06—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
    • 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
    • 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
    • E04C2003/0443—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 having two leg sections and a bottom section connecting the leg sections and at least one reinforcing strip arranged on one of the leg sections.
  • Such profiles made of sheet metal are used in dry construction in different versions.
  • 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.
  • the EP 0 469 909 A1 shows a profile as part of a roof construction with hollow profiles on the leg sections.
  • Object of the present invention is to develop a generic profile such that it is particularly stable for a given material thickness.
  • a sheet-metal profile for drywall construction having two leg sections and a bottom section connecting the leg sections, and at least one reinforcing strip arranged on one of the leg sections, wherein means for fastening the reinforcing strip to the leg section are provided.
  • at least one of the leg sections has a bent support edge running in the longitudinal direction of the profile and the reinforcing strip is arranged on the bent support edge.
  • the design according to the invention enables a considerable increase in the stability of the profile. Due to the means for securing the reinforcing strip, an effective introduction of force and thus a good material utilization can be achieved. This makes it possible for the first time to use a thinner sheet for the profile and still obtain stability values for the profile, which previously could only be achieved with a considerably thicker sheet were. This results in a considerable potential savings, since the use of materials can be significantly reduced overall. Although due to the reinforcing strip a slightly larger area of material is needed. However, this is more than offset by the use of a thinner sheet, so that overall the material consumption and thus the production costs can be reduced. Another advantage is that the handling and transport are facilitated due to the achievable lower weight,
  • a further improvement in stability is achieved in that the means for attaching the reinforcing strip to the leg section have local plastic material deformations of the reinforcing strip and / or the leg section. In this case, a plurality of local plastic material deformations are provided.
  • the plastic material deformations have an elongated shape and in particular extend in the longitudinal direction of the reinforcing strip.
  • the plastic material deformations can be achieved by forming leg section, e.g. a carrying edge formed thereon, and reinforcing strips, 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 is fixed by the means for fixing the reinforcing strip.
  • 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 does not have to be bent back.
  • the reinforcing strip may instead be separately fed during manufacture and secured by the means for securing to the leg portion, e.g. whose carrying edge are connected. This can also be used for the reinforcing strip accumulating cleavage or trimming strips or other residual materials.
  • At least one of the leg portions has a bent support edge extending in the longitudinal direction of the profile and in that the reinforcing strip is arranged on the bent support 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 and / or facing away from the bottom section. In the arrangement on the bottom portion facing side results in a particularly high stability.
  • the supporting edge in the transverse direction of the supporting edge has a curvature. This can be designed such that the supporting edge on the side facing away from the bottom portion is convex and / or concave on the side facing the bottom portion.
  • the reinforcing strip extends over the entire width of the folded support edge.
  • the profile can also be designed as a C-profile or U-profile.
  • the figures each show different embodiments of a profile 1 made of sheet metal for drywall.
  • a profile 1 made of sheet metal for drywall.
  • Such a profile can be found in the Drywall as substructure, eg 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. In the leg portions 2 and the bottom portion 3 while several extending in the longitudinal direction of the profile 1 beads 6, 7 are formed.
  • the inwardly facing support edges 4 may be used for connection to other drywall fasteners, e.g. serve with a so-called cross connector (not shown), which engages with suitable projections under the supporting edge 4.
  • a reinforcing strip 5 is provided in each case. This runs in the illustrated embodiments 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 reinforcement strip 5 preferably extends over the entire width B of the bent-over support edge 4, as shown.
  • the reinforcing strip 5 can also be provided differently on the side remote from the bottom section 3, as shown.
  • the support edge 4 has in the in the FIGS. 1 to 5 illustrated embodiments, a running in the transverse direction of the supporting edge 4 curvature, which is formed so that the supporting edge 4 on the side facing away from the bottom portion 3 convex and on the the bottom portion 3 facing side is correspondingly concave.
  • While the Tragrand 4 in the FIGS. 1 to 5 illustrated embodiments has a curved shape is in the in FIG. 6 illustrated design of the supporting edge 4 is straight and arranged at a right angle to the leg portion 2. at FIG. 7 the supporting edge 4 is arranged at an acute angle to the leg portion 2 and points with its free end to the bottom portion 3.
  • the reinforcing strip 5 is a bent-back part of the leg section 2 (or of the supporting edge 4) which comes into contact with the supporting edge 4.
  • the reinforcing strip 5 is thus folded over during production to the profile inside until it assumes the position shown in the figures.
  • reinforcing strip 5 a separate element, for example in the form of a metal strip. This is securely fixed by the means for attaching the reinforcing strip to the leg portion 2 and its supporting edge 4 in the manner described in more detail below.
  • the FIGS. 6 and 7 show that the reinforcing strip 5 may have a first region 8 for bearing on the supporting edge 4 and a second region 9 for abutment with 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 second areas 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. 2 to 5 illustrate that means 12 are provided for attaching the reinforcing strip 5 to the leg portion 2. These are formed in the illustrated embodiments as the supporting edge 4 and the reinforcing strip 5 connecting plastic material deformations 11 and fasten the reinforcing strip 5 on the support edge. 4
  • a plurality of local, localized material deformations 11 are provided, which are distributed over the supporting edge 4 and the reinforcing strip 5.
  • 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.
  • material deformations in other forms, not shown, may also be used.
  • a particularly high stability is achieved when the material of support edge 4 and reinforcing strip 5 flows into each other due to the plastic material deformations 11.
  • 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 means 12 for attaching the reinforcing strip 5 to the leg portion 2 may comprise an adhesive connecting the reinforcing strip 5 to the leg portion 2 and its supporting edge 4, respectively. This leads to a particularly high load capacity, in particular if material deformations 11 and adhesive are provided simultaneously.
  • Trained as a C-profile 1 consists of bent, in particular galvanized sheet steel.
  • the material thickness of the sheet and the reinforcing strip 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)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Revetment (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Finishing Walls (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Connection Of Plates (AREA)

Abstract

L'invention concerne un profilé en tôle destiné à la construction sèche et comprenant deux sections ailes (2) et une section fond (3) reliant les sections ailes (2), ainsi qu'au moins une bande de renforcement (5) placée sur une section aile (3). L'invention est caractérisée en ce que des moyens (12) destinés à la fixation de la bande de renforcement (5) sont placés sur la section aile (2).

Claims (12)

  1. Profilé en tôle pour la construction sèche comprenant deux portions de branches (2) et une portion de base (3) reliant les portions de branches (2), au moins l'une des portions de branches (2) présentant un bord porteur (4) recourbé s'étendant dans la direction longitudinale du profilé (1), caractérisé en ce qu'une bande de renforcement (5) est disposée sur le bord porteur (4) recourbé et en ce que des moyens (12) sont prévus pour fixer la bande de renforcement (5) à la portion de branche (2), et en ce que les moyens (12) pour fixer la bande de renforcement (5) à la portion de branche (2) présentent des déformations plastiques locales de matériau (11) de la bande de renforcement (5) et/ou de la portion de branche (2), et en ce qu'il est prévu une pluralité de déformations plastiques locales de matériau (11).
  2. Profilé selon la revendication 1, caractérisé en ce que les déformations plastiques de matériau (11) ont une forme allongée et s'étendent notamment dans la direction longitudinale de la bande de renforcement (5).
  3. Profilé selon la revendication 1 ou 2, caractérisé en ce que les déformations de matériau (11) sont produites par des joints formés, en particulier par clinchage.
  4. Profilé selon l'une quelconque des revendications 1 à 3, caractérisé en ce que les moyens (12) pour la fixation de la bande de renforcement (5) à la portion de branche (2) présentent un moyen adhésif.
  5. Profilé selon l'une quelconque des revendications 1 à 4, caractérisé en ce que la bande de renforcement (5) est une partie recourbée de la portion de branche (2), qui est fixée par les moyens (12) pour la fixation de la bande de renforcement (5).
  6. Profilé selon l'une quelconque des revendications 1 à 5, caractérisé en ce que la bande de renforcement (5) est un élément séparé, notamment une bande de tôle.
  7. Profilé selon la revendication 1, caractérisé en ce que la bande de renforcement (5) s'étend le long du bord porteur (4), en particulier sur toute sa longueur.
  8. Profilé selon la revendication 1 ou 7, caractérisé en ce que la bande de renforcement (5) est disposée sur le côté du bord porteur (4) tourné vers ou opposé à la portion de base (3).
  9. Profilé selon l'une quelconque des revendications 1 ou 7 ou 8, caractérisé en ce que le bord porteur (4) présente une courbure dans la direction transversale du bord porteur (4).
  10. Profilé selon la revendication 9, caractérisé en ce que la courbure est réalisée de telle sorte que le bord porteur (4) soit réalisé sur le côté opposé à la portion de base (3) de manière convexe et/ou sur le côté tourné vers la portion de base (3) de manière concave.
  11. Profilé selon l'une quelconque des revendications 1 ou 7 à 10, caractérisé en ce que la bande de renforcement (5) s'étend sur toute la largeur (B) du bord porteur recourbé (4).
  12. Profilé selon l'une quelconque des revendications 1 à 11, caractérisé en ce que le profilé (1) est réalisé sous forme d'un profilé en C ou en U.
EP06828932A 2006-05-30 2006-11-07 Profilé en tôle destiné à la construction sèche Active EP2024582B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL06828932T PL2024582T3 (pl) 2006-05-30 2006-11-07 Profil z blachy do suchej zabudowy
SI200631389T SI2024582T1 (sl) 2006-05-30 2006-11-07 Pločevinasti profil za suho gradnjo

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202006008669U DE202006008669U1 (de) 2006-05-30 2006-05-30 Profil aus Blech für den Trockenbau
PCT/EP2006/010632 WO2007137617A1 (fr) 2006-05-30 2006-11-07 Profilé en tôle destiné à la construction sèche

Publications (2)

Publication Number Publication Date
EP2024582A1 EP2024582A1 (fr) 2009-02-18
EP2024582B1 true EP2024582B1 (fr) 2012-05-16

Family

ID=37026788

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06828932A Active EP2024582B1 (fr) 2006-05-30 2006-11-07 Profilé en tôle destiné à la construction sèche

Country Status (18)

Country Link
US (1) US20090113845A1 (fr)
EP (1) EP2024582B1 (fr)
JP (1) JP2009539001A (fr)
CN (1) CN101495704A (fr)
CA (1) CA2653634A1 (fr)
DE (1) DE202006008669U1 (fr)
DK (1) DK2024582T3 (fr)
EA (1) EA015541B1 (fr)
ES (1) ES2388180T3 (fr)
HR (1) HRP20120659T1 (fr)
IL (1) IL195345A (fr)
ME (1) ME00490B (fr)
PL (1) PL2024582T3 (fr)
PT (1) PT2024582E (fr)
RS (1) RS52419B (fr)
SI (1) SI2024582T1 (fr)
UA (1) UA94943C2 (fr)
WO (1) WO2007137617A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007044250B4 (de) * 2007-09-11 2012-04-19 Federal-Mogul Wiesbaden Gmbh Gleitlagerschale, Verwendung der Gleitlagerschale, Verfahren zu ihrer Herstellung und Lageranordnung
EP2159508B1 (fr) * 2008-08-20 2015-02-25 Michael Langnickel Procédé de fabrication d'un crochet de toit
NZ600216A (en) * 2009-11-27 2014-07-25 Metroll Technology Pty Ltd Structural element
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
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
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

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US1457303A (en) * 1922-02-18 1923-06-05 Higgins Thomas Structural shape
US2065378A (en) * 1935-12-13 1936-12-22 Fred E Kling Structural shape
US3018862A (en) * 1959-06-02 1962-01-30 Storage Products Corp Structural element
US3967430A (en) * 1972-02-14 1976-07-06 Knudson Gary Art Building method
DE2421918A1 (de) 1974-05-07 1975-11-27 Arbed Kaltprofile fuer konstruktionszwecke
US4002000A (en) * 1975-06-30 1977-01-11 Palmer-Shile Company Beam construction and method of manufacture
US4131980A (en) * 1977-09-07 1979-01-02 Zinnbauer Frederick W Method of making a tank
US4409771A (en) * 1979-12-12 1983-10-18 Lowe Colin F Sheet metal beam
US4505084A (en) * 1981-02-23 1985-03-19 Knudson Gary Art Wide panel, panel assembly
GB2247033A (en) * 1990-08-03 1992-02-19 Ward Building Systems Ltd Elongate cold-formed structural member, e.g. a purlin
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
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
DE20022426U1 (de) 2000-07-18 2001-08-09 Richter System Gmbh & Co Kg Tragprofil
DE10046947C2 (de) * 2000-09-21 2002-11-28 Tegometall International Ag Le Träger
US6591559B2 (en) * 2001-04-03 2003-07-15 Victor Contreras Exterior wall sealing system
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
US7543414B2 (en) * 2005-06-06 2009-06-09 Tom Sourlis Drainage system for use in building construction

Also Published As

Publication number Publication date
CA2653634A1 (fr) 2007-12-06
DK2024582T3 (da) 2012-09-03
RS52419B (en) 2013-02-28
CN101495704A (zh) 2009-07-29
EA200802436A1 (ru) 2009-04-28
JP2009539001A (ja) 2009-11-12
US20090113845A1 (en) 2009-05-07
DE202006008669U1 (de) 2006-09-07
IL195345A0 (en) 2009-08-03
UA94943C2 (ru) 2011-06-25
IL195345A (en) 2014-04-30
PL2024582T3 (pl) 2012-10-31
EP2024582A1 (fr) 2009-02-18
HRP20120659T1 (hr) 2012-09-30
SI2024582T1 (sl) 2012-10-30
EA015541B1 (ru) 2011-08-30
ES2388180T3 (es) 2012-10-10
WO2007137617A1 (fr) 2007-12-06
PT2024582E (pt) 2012-08-20
ME00490B (me) 2011-10-10

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