US20090126315A1 - C-Shaped Profile - Google Patents

C-Shaped Profile Download PDF

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Publication number
US20090126315A1
US20090126315A1 US11/887,798 US88779806A US2009126315A1 US 20090126315 A1 US20090126315 A1 US 20090126315A1 US 88779806 A US88779806 A US 88779806A US 2009126315 A1 US2009126315 A1 US 2009126315A1
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US
United States
Prior art keywords
beads
shaped profile
recited
leg sections
support surface
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.)
Abandoned
Application number
US11/887,798
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English (en)
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
Assigned to RICHTER SYSTEM GMBH & CO. KG reassignment RICHTER SYSTEM GMBH & CO. KG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KNAUF, ALFONS JEAN
Publication of US20090126315A1 publication Critical patent/US20090126315A1/en
Abandoned legal-status Critical Current

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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
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
    • 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
    • E04C2003/0413—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 being built up from several parts
    • E04C2003/0417—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 being built up from several parts demountable
    • 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
    • E04C2003/0465—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 square- or rectangular-shaped
    • 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 C-shaped sheet metal profile for partitions that are planked on both sides, having two leg sections and one bottom section connecting the two leg sections, the leg sections forming lateral surfaces of the C-shaped profile and at least one of the leg sections having beads protruding outward and forming a support surface for the planking.
  • An object of the present invention is to further refine a C-shaped profile of the type recited at the outset so that the sound-insulating properties are improved with minimal additional costs.
  • the present invention provides a C-shaped profile recited at the outset in that the beads are configured at least in some sections in such a way that the support surface is greater than 5% and less than 25% of the lateral surface when the penetration depth of the beads into a planking is 0.3 mm.
  • Appropriate configuration of the beads with the support surface size according to the present invention can make it possible to significantly improve the sound-insulating properties.
  • the specification of the contact surface size is provided for a penetration depth of 0.3 mm.
  • the bracing against the planking can result in a certain penetration of the beads into the planking.
  • the beads can press slightly into the surface of the boards.
  • the specification of the penetration depth does not mean that the C-shaped profile is only protected in the installed state or must always be installed with the same penetration depth. Rather this specification is intended to clearly define the support surface for the C-shaped profile regardless of the forces occurring during subsequent installation and the resulting penetration depth in the installed state.
  • the lateral surface results from the product of the length and width of the leg sections regardless of any cutouts, bore holes, and deformations existing in the leg sections.
  • a further improvement may be achieved in that the beads are configured and dimensioned in such a way that the support surface is greater than 10% of the lateral surface and less than 20% of the lateral surface, in particular greater than 12% of the lateral surface and less than 18% of the lateral surface, when the penetration depth of the beads into a planking is 0.3 mm.
  • the beads are configured and dimensioned such that the support surface is greater than 13% of the lateral surface and less than 16% of the lateral surface when the penetration depth of the beads into a planking is 0.3 mm.
  • leg sections and the bottom section are made from one piece of sheet metal.
  • the beads may be advantageously oblong and run in the longitudinal direction of the C-shaped profile, in particular over its entire length.
  • each leg section may have three to five parallel beads, in particular four parallel beads.
  • the height of the beads may be advantageously between 0.5 mm and 5 mm, in particular between 1 mm and 3 mm.
  • At least one of the beads may be convex in the region of the support surface and the radius at the top of the bead is between 0.6 mm and 2.5 mm, in particular between 0.8 mm and 1.9 mm.
  • a further improvement may be achieved in that the beads are configured in such a way that the width of the contact surface in the region of one of the beads is between 1 mm and 3 mm, in particular between 1.3 mm and 2.2 mm, when the penetration depth of the beads into a planking is 0.3 mm.
  • the rigidity as well as the sound-insulating properties of the C-shaped profile may be improved in that at least part of the surface of the sheet metal of the C-shaped profile has knurling.
  • the knurling results in local, in particular punctiform, deformations of the sheet metal.
  • a large number of deformations may be provided per unit area, e.g., more than 5 deformations per cm 2 or more than 10 deformations per cm 2 .
  • the beads have a protrusion on their top side and a recess on their bottom side.
  • the usability of the C-shaped profile may be expanded in that the two leg sections have different lengths, thus making it possible to join two identical C-shaped profiles to form a rectangular profile such that the shorter leg section of the C-shaped profile rests on the interior side of the longer leg section of the other C-shaped profile.
  • the beads of the two leg sections are staggered with respect to one another such that when two C-shaped profiles are joined to form a rectangular profile, the protrusions of the beads of the shorter leg sections rest in the recesses of the beads of the longer leg sections.
  • the staggering of the beads results in a varying distance of the beads from the bottom section.
  • the distance between the beads of both leg sections may be equal.
  • the thickness of the sheet metal may be between 0.3 mm and 3 mm, in particular between 0.4 mm and 0.6 mm.
  • FIG. 1 shows a spatial representation of the C-shaped profile of the present invention according to a first specific embodiment
  • FIG. 2 shows a spatial representation of the C-shaped profile of the present invention according to a second specific embodiment
  • FIG. 3 shows a cross section of the section of the partition having the C-shaped profile of the invention from FIG. 1 ;
  • FIG. 4 shows an enlarged detail A from FIG. 3 ;
  • FIG. 5 shows a cross section of two identical C-shaped profiles from FIG. 1 joined to form a rectangular profile
  • FIG. 6 shows a cross section of the section of a partition having the C-shaped profile of the invention according to a further specific embodiment.
  • C-shaped profile 1 has a bottom section 3 and two leg sections 2 , 2 ′ C-shaped profile 1 has an oblong shape. Accordingly, bottom section 3 and leg sections 2 , 2 ′ have an essentially rectangular base form. Leg sections 2 , 2 ′ are provided on each lateral side of bottom section 3 and extend in the same direction essentially perpendicularly to the bottom section. Each end of leg sections 2 , 2 ′ facing away from bottom section 3 has a fold 13 angled inward at a right angle.
  • bottom section 3 is essentially flat. However, it has two grooves 4 extending in the longitudinal direction of C-shaped profile 1 .
  • Each leg section 2 , 2 ′ forms a lateral surface 5 of C-shaped profile 1 .
  • Beads 6 are provided in leg sections 2 , 2 ′.
  • Four beads 6 extending in the longitudinal direction of C-shaped profile 1 over its entire length are provided in the embodiments shown in the figures.
  • beads 6 may also be configured in such a way that they extend only over a portion of the length of leg section 2 , 2 ′ and/or in a direction other than the longitudinal direction.
  • C-shaped profile 1 including leg sections 2 , 2 ′ and bottom section 3 is made from one piece of sheet metal.
  • Leg sections 2 , 2 ′ are shaped as shown in the figures by cold rolling or bending. Beads 6 and grooves 4 are also produced by cold deformation of the steel sheet.
  • the sheet metal is essentially smooth except for beads 6 and grooves 4 .
  • knurling 7 is provided. Accordingly, the sheet metal has a large number of local, in particular punctiform, deformations as clearly shown in FIG. 2 . More than 5 deformations per cm 2 and in particular more than 10 deformations per cm 2 may be provided.
  • FIGS. 3 and 4 show how C-shaped profile 1 may be used to produce a partition 8 (partially shown).
  • bottom section 3 of C-shaped profile 1 is perpendicular to partition 8 , leg sections 2 , 2 ′ abutting the inside of the planking.
  • gypsum plasterboards 9 , 9 ′, 9 ′′ connected via connecting means 10 primarily designed as screws, to leg sections 2 , 2 ′ are suitable as planking.
  • the lower portion of FIG. 3 shows that two gypsum plasterboards 9 ′, 9 ′′ abut one another, the joint being sealed with putty 15 .
  • An insulating material 11 is provided inside partition 8 in order to insulate against sound and/or heat.
  • the support surface is formed by the regions of beads 6 protruding the farthest.
  • the oblong configuration of beads 6 results in band-shaped support surface sections 12 in the region of each bead 6 in the embodiment shown.
  • the area of a support surface section 12 therefore results from width R of support surface section 12 and its length.
  • the total support surface is the result of the addition of individual support surface sections 12 .
  • Lateral surface 5 is measured as the product of length L and width B of leg sections 2 and 2 ′ regardless of any cutouts, bore holes, etc., present in leg sections 2 (see FIG. 1 ). Since the support surface may depend on penetration depth E, the support surface is determined for an assumed 0.3 mm penetration depth E of beads 6 into the planking. Particularly good results are achieved when the support surface is between 12% and 18%, preferably between 13% and 16%, of the lateral surface.
  • the height of beads 6 is between 0.5 mm and 5 mm, in particular between 1 mm and 3 mm. In the specific embodiments shown, the heights of the beads of the C-shaped profile are identical.
  • Beads 6 are convex in the region of the support surface as clearly visible in FIG. 4 .
  • the radius at the top of the beads is between 0.6 m and 2.5 mm, preferably between 0.8 mm and 1.9 mm.
  • beads 6 are configured in such a way that width R of support surface sections 12 is between 1 mm and 3 mm, in particular between 1.3 mm and 2.1 mm, when penetration depth E of beads 6 into a planking is 0.3 mm.
  • C-shaped profiles 1 are made of steel sheet having a thickness between 0.3 mm and 3 mm, in particular between 0.4 mm and 0.6 mm.
  • the elastic modulus of the sheet metal is between 196 kN/mm 2 and 216 kN/mm 2 .
  • the tensile strength of the sheet metal is between 270 MPa and 500 MPa.
  • FIG. 5 shows how two identical C-shaped profiles 1 may be joined to form one rectangular profile.
  • both leg sections 2 , 2 ′ of a C-shaped profile 1 have different lengths, thus making it possible to interlace the two C-shaped profiles 1 with one another in a simple manner.
  • the shorter of the two leg sections 2 of one C-shaped profile 1 is situated on the inside of the longer of the two leg sections 2 ′ of the other C-shaped profile 1 .
  • the length of the shorter leg section 2 is dimensioned in such a way that this is able to be accommodated in the space resulting between fold 13 and inside 14 of bottom section 3 .
  • Inside 14 of bottom section 3 is the side of bottom section 3 facing leg sections 2 , 2 ′.
  • the length difference between leg sections 2 and 2 ′ is double the sheet metal thickness or more. The length difference is preferably between two and four times the sheet metal thickness.
  • beads 6 of both leg sections 2 , 2 ′ are staggered with respect to one another in such a way that when the two C-shaped profiles 1 are joined to form the rectangular profile shown in FIG. 5 the protrusions of beads 6 of shorter leg section 2 abut the recesses of beads 6 of longer leg section 2 ′.
  • the distance of beads 6 of shorter leg section 2 and the distance of beads 6 of longer leg section 2 ′ from bottom section 3 are different.
  • FIG. 6 shows a further specific embodiment of a C-shaped profile 1 of the invention installed in a partition 8 .
  • the structure of C-shaped profile 1 and partition 8 essentially match those in the embodiments shown in FIGS. 3 and 4 . Reference is made to the description in this regard which also applies to FIG. 6 . Parts having the same function are provided with the same reference numeral. However, in the case of the specific embodiment shown in FIG. 6 , only one groove 4 which runs lengthwise along the C-shaped profile and is broader than the grooves shown in FIG. 3 is provided in bottom section 3 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Absorbent Articles And Supports Therefor (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Floor Finish (AREA)
  • Fencing (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Laminated Bodies (AREA)
US11/887,798 2005-04-07 2006-02-15 C-Shaped Profile Abandoned US20090126315A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005016175A DE102005016175A1 (de) 2005-04-07 2005-04-07 C-Profil
DE102005016175.8 2005-04-07
PCT/EP2006/001352 WO2006105826A1 (fr) 2005-04-07 2006-02-15 Profile en c

Publications (1)

Publication Number Publication Date
US20090126315A1 true US20090126315A1 (en) 2009-05-21

Family

ID=36218607

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/887,798 Abandoned US20090126315A1 (en) 2005-04-07 2006-02-15 C-Shaped Profile

Country Status (9)

Country Link
US (1) US20090126315A1 (fr)
EP (1) EP1866498B1 (fr)
CN (1) CN101151426B (fr)
AU (1) AU2006230984B2 (fr)
DE (1) DE102005016175A1 (fr)
DK (1) DK1866498T3 (fr)
NO (1) NO340234B1 (fr)
RU (1) RU2317379C2 (fr)
WO (1) WO2006105826A1 (fr)

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US20100281821A1 (en) * 2009-05-06 2010-11-11 Frobosilo Raymond C Non load-bearing metal wall stud having increased strength
US20120216480A1 (en) * 2009-08-14 2012-08-30 Clarkwestern Dietrich Building Systems Llc Structural Framing Member
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
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
JP2016526625A (ja) * 2013-07-01 2016-09-05 セン・ゴバン プラコ エスアーエス 間仕切り壁、吊り天井などを製造するための乾式構造システム、そのキャリア形状体、及び、本乾式構造システムの使用
US20180148925A1 (en) * 2016-11-30 2018-05-31 Bailey Metal Products Limited Metal stud for use in sound attenuating wall system utilizing high density wallboard
US10053866B2 (en) * 2016-05-30 2018-08-21 Weeks Holdings Pty Ltd Roofing batten
US10280615B2 (en) 2016-05-11 2019-05-07 Ispan Systems Lp Concrete formwork steel stud and system
US20190177975A1 (en) * 2016-07-06 2019-06-13 Dov MARKOVITCH Structural element
US20220333375A1 (en) * 2021-04-19 2022-10-20 G. Matt Krause Wall stud member and wall construction using wall stud members
TWI799418B (zh) * 2017-05-24 2023-04-21 法商聖戈班普拉科公司 波紋結構件
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

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NZ601672A (en) * 2010-03-24 2013-12-20 Peer Intellectual Properties Pty Ltd A sound attenuation stud
FR2968324B1 (fr) * 2010-12-03 2020-10-30 Placoplatre Sa Element comportant une face d'appui destinee a recevoir une plaque de parement, notamment une plaque de platre
AT14226U1 (de) * 2014-03-18 2015-06-15 Wherkstätte W Handschuh & Partner Gmbh Tragkonstruktion für Kellertrennwände/Lagertrennwände auf Basis von Trockenbauelementen des Trockenbaus
LT3188853T (lt) 2014-09-05 2021-02-10 Hadley Industries Overseas Holdings Limited Profiliai
CN105735473B (zh) * 2016-04-16 2018-08-17 宁波邦达实业有限公司 一种建筑物构架
EP3441538A1 (fr) * 2017-08-09 2019-02-13 Unda Maris Holding N.V. Système de mur avec colonnes métalliques
EP3988468A1 (fr) * 2020-10-22 2022-04-27 Illinois Tool Works Inc. Emballage de sections de cloison sèche

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US3129792A (en) * 1960-08-31 1964-04-21 Jacob M Gwynne Nailable metal structural members
US3243930A (en) * 1962-05-29 1966-04-05 Nat Gypsum Co Corrugated sheet metal structural members
US3785914A (en) * 1971-07-08 1974-01-15 H King Structural material and means and method for making it
US4809476A (en) * 1985-01-17 1989-03-07 Onteam Limited Metal framed wall structure
US5285615A (en) * 1992-10-26 1994-02-15 Angeles Metal Systems Thermal metallic building stud
US6092349A (en) * 1995-03-22 2000-07-25 Trenerry; John Allan Elongate structural member
US20050081477A1 (en) * 2002-05-10 2005-04-21 David St. Quinton Structural element

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US20100281821A1 (en) * 2009-05-06 2010-11-11 Frobosilo Raymond C Non load-bearing metal wall stud having increased strength
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US9010070B2 (en) * 2009-08-14 2015-04-21 Clarkwestern Dietrich Building Systems Llc 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
US10633856B2 (en) * 2013-07-01 2020-04-28 Saint-Gobain Placo Sas Dry construction system for making partition walls, suspended ceilings or the like, carrier profile therefor, and use of this dry construction system
JP2016526625A (ja) * 2013-07-01 2016-09-05 セン・ゴバン プラコ エスアーエス 間仕切り壁、吊り天井などを製造するための乾式構造システム、そのキャリア形状体、及び、本乾式構造システムの使用
US20160369500A1 (en) * 2013-07-01 2016-12-22 Saint-Gobain Placo Sas Dry Construction System for Making Partition Walls, Suspended Ceilings or the Like, Carrier Profile Therefor, and use of this Dry Construction System
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
US10280615B2 (en) 2016-05-11 2019-05-07 Ispan Systems Lp Concrete formwork steel stud and system
US10053866B2 (en) * 2016-05-30 2018-08-21 Weeks Holdings Pty Ltd Roofing batten
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
US20180148925A1 (en) * 2016-11-30 2018-05-31 Bailey Metal Products Limited Metal stud for use in sound attenuating wall system utilizing high density wallboard
TWI799418B (zh) * 2017-05-24 2023-04-21 法商聖戈班普拉科公司 波紋結構件
EP4194636A1 (fr) 2017-05-24 2023-06-14 Saint-Gobain Placo Élément de construction ondulé
US20220333375A1 (en) * 2021-04-19 2022-10-20 G. Matt Krause Wall stud member and wall construction using wall stud members
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

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NO20075667L (no) 2007-11-06
EP1866498B1 (fr) 2020-05-27
RU2005124565A (ru) 2007-02-10
NO340234B1 (no) 2017-03-27
AU2006230984A1 (en) 2006-10-12
DE102005016175A1 (de) 2006-10-12
CN101151426A (zh) 2008-03-26
CN101151426B (zh) 2010-08-25
WO2006105826A1 (fr) 2006-10-12
AU2006230984B2 (en) 2010-10-28
RU2317379C2 (ru) 2008-02-20
EP1866498A1 (fr) 2007-12-19
DK1866498T3 (en) 2020-08-17

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