US2052024A - Metal stud for buildings - Google Patents
Metal stud for buildings Download PDFInfo
- Publication number
- US2052024A US2052024A US753906A US75390634A US2052024A US 2052024 A US2052024 A US 2052024A US 753906 A US753906 A US 753906A US 75390634 A US75390634 A US 75390634A US 2052024 A US2052024 A US 2052024A
- Authority
- US
- United States
- Prior art keywords
- metal
- studs
- stud
- width
- buildings
- 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.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/083—Honeycomb girders; Girders with apertured solid web
-
- 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
-
- 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
- E04C2003/0482—Z- or S-shaped
Definitions
- This invention relates to metal studs for use in structures in lieu of the usual wooden studs and the principal object is to provide a stud formed of sheet metal or channel sections, economical in cost, of light weight and generally adaptable to building structures of difierent kinds.
- My invention comprehends the provision of metal studs of varying widths and of integral character, so formed as to provide maximum rigidity and strength and capable of use for reinforcing elements in cementitious structures, bracers, headers and the like, preferably slitted longitudinally and expanded laterally so that the width thereof will be substantially greater than the normal width of the strips of material from which the studs are formed.
- the studs are generally formed by moving the strips of metal of uniform width through a suit- 20 able machine in which the strips are provided with a multiplicity of staggered longitudinal series of slits and subsequently expanding the slitted strips of metal so as to provide skeleton members of a width corresponding to the width of stud desired.
- the longitudinal portions of metal adjacent and alternating with the slits are drawn out laterally and form diagonally disposed members joined together and to the marginal portions of the strips, and provide an ex- 30 ceedingly strong and durable structural member of relatively light weight.
- Fig. 1 is a plan view of a channeled section of metal longitudinally slitted preparatory to an expanding operation by means of which the normal width of the desired stud is attained without increasing the weight beyond that of the strip from which it is formed;
- Fig. 2 is a view of the same after it has been expanded to a desired width
- Fig. 3 is a plan view of a strip of fiat sheet metal bent at its margins to provide flanges and slitted longitudinally, prior to an expanding oper- 5 ation, but showing a plurality of series of slits,
- Fig. 4 is a view of the strip shown in Fig. 3 when the same is expanded to a desired width;
- Fig. 5 is a perspective view of a section of wall 5 having a cementitious foundation with the metal studs imbedded therein for providing a rigid skeleton wall frame for a building;
- Fig. 6 is a transverse section on line 6-6 of Fig. 1; 10 Figs. '7 and 8 are transverse sections of Fig. 3
- a simple form of metal stud embodying my improvements is shown as formed from a section of standard or special channel steel I after the same has been longitudinally slitted as at 2, 2, etc. with two series of slits in relatively staggered positions. It will be noted that intermediate portions 3, 3, etc., are provided between the slits of each series which join the bars 4, 4, etc. to the marginal portions 5, 5, of the web. Thus, as shown in Fig.
- studs of greater width than shown in Fig. 2 When studs of greater width than shown in Fig. 2 are desired they may be formed of channel sections, or of sheet metal laterally flanged at 8, 8, with the flanges extended in the same or in opposite directions and a plurality of rows of slits 2, 2, etc. staggered as previously described, marginal portions 5, 5, intermediate portions 3, 3, etc. between adjacent slits of each series, and preferably with transverse corrugations or in dentations 9, 9, etc. formed on the portions 3 for preventing the buckling or breaking of the bars 4 during an expanding operation.
- the apertures between the bars 4 permit the extension of electric conduits, plumbing pipes etc. through the studs, and braces as at H) (see Fig. 5) may be suitably attached at their ends to the vertical portions or the diagonal bars of the studs for resisting longitudinal strains in a structure.
- the studs may be arranged at spaced points in a wall, with their lower ends imbedded. in the foundation F and their upper ends may be secured to headers formed of the same or different types of structural members.
- Foundation F may be reinforced by means of sec tions of the studs and the vertical studs may be suitably lashed or otherwise secured thereto.
- a metal stud formed of a single piece of material cut longitudinally at a plurality of points, and laterally expanded for providing parallel marginal portions and diagonal cross connecting portions, and corrugated transversely between adjacent extremities of said cuts for preventing the breaking of the metal at the joints between 10 said members.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
Aug. 25,1936; H. W.HAHN
METAL STUD FQR BUILDINGS Filed NOV. 20, 1934 ATTORNEY/8.
Patented Aug. 25, 1936 PAT- NPO FICE 1 Claim.
This invention relates to metal studs for use in structures in lieu of the usual wooden studs and the principal object is to provide a stud formed of sheet metal or channel sections, economical in cost, of light weight and generally adaptable to building structures of difierent kinds.
My invention comprehends the provision of metal studs of varying widths and of integral character, so formed as to provide maximum rigidity and strength and capable of use for reinforcing elements in cementitious structures, bracers, headers and the like, preferably slitted longitudinally and expanded laterally so that the width thereof will be substantially greater than the normal width of the strips of material from which the studs are formed.
The studs are generally formed by moving the strips of metal of uniform width through a suit- 20 able machine in which the strips are provided with a multiplicity of staggered longitudinal series of slits and subsequently expanding the slitted strips of metal so as to provide skeleton members of a width corresponding to the width of stud desired. Thus, the longitudinal portions of metal adjacent and alternating with the slits are drawn out laterally and form diagonally disposed members joined together and to the marginal portions of the strips, and provide an ex- 30 ceedingly strong and durable structural member of relatively light weight.
Other objects include: the provision of marginal reinforcing flanges on the studs and corrugations at the junctions of the diagonal members with each other and with the marginal portions of the studs so as to prevent buckling and breaking of the metal in the expanding operations. Still other objects may appear as the description progresses.
40 I have shown a preferred form of metal stud embodying my improvements in the accompanying drawing, in which:
Fig. 1 is a plan view of a channeled section of metal longitudinally slitted preparatory to an expanding operation by means of which the normal width of the desired stud is attained without increasing the weight beyond that of the strip from which it is formed;
5 Fig. 2 is a view of the same after it has been expanded to a desired width;
Fig. 3 is a plan view of a strip of fiat sheet metal bent at its margins to provide flanges and slitted longitudinally, prior to an expanding oper- 5 ation, but showing a plurality of series of slits,
whereby a stud of greater Width may be provided than that shown in Fig. 2;
Fig. 4 is a view of the strip shown in Fig. 3 when the same is expanded to a desired width;
Fig. 5 is a perspective view of a section of wall 5 having a cementitious foundation with the metal studs imbedded therein for providing a rigid skeleton wall frame for a building;
Fig. 6 is a transverse section on line 6-6 of Fig. 1; 10 Figs. '7 and 8 are transverse sections of Fig. 3
on lines l'-'l and 8-8, respectively.
Referring first to Figs. 1, 2 and 6, a simple form of metal stud embodying my improvements is shown as formed from a section of standard or special channel steel I after the same has been longitudinally slitted as at 2, 2, etc. with two series of slits in relatively staggered positions. It will be noted that intermediate portions 3, 3, etc., are provided between the slits of each series which join the bars 4, 4, etc. to the marginal portions 5, 5, of the web. Thus, as shown in Fig.
2, when the slitted strip is expanded to a desired width the bars 4 are diagonally disposed and provide openings 6, 6, etc., between the bars 4 and the marginal portions 5, 5. Flanges l, l are provided at the sides of the stud and serve to provide a rigid structure.
When studs of greater width than shown in Fig. 2 are desired they may be formed of channel sections, or of sheet metal laterally flanged at 8, 8, with the flanges extended in the same or in opposite directions and a plurality of rows of slits 2, 2, etc. staggered as previously described, marginal portions 5, 5, intermediate portions 3, 3, etc. between adjacent slits of each series, and preferably with transverse corrugations or in dentations 9, 9, etc. formed on the portions 3 for preventing the buckling or breaking of the bars 4 during an expanding operation.
The apertures between the bars 4 permit the extension of electric conduits, plumbing pipes etc. through the studs, and braces as at H) (see Fig. 5) may be suitably attached at their ends to the vertical portions or the diagonal bars of the studs for resisting longitudinal strains in a structure.
As shown in Fig. 5, the studs may be arranged at spaced points in a wall, with their lower ends imbedded. in the foundation F and their upper ends may be secured to headers formed of the same or different types of structural members. Foundation F may be reinforced by means of sec tions of the studs and the vertical studs may be suitably lashed or otherwise secured thereto.
thereof is comparable with the inferior materials.
What I claim, is:
A metal stud formed of a single piece of material cut longitudinally at a plurality of points, and laterally expanded for providing parallel marginal portions and diagonal cross connecting portions, and corrugated transversely between adjacent extremities of said cuts for preventing the breaking of the metal at the joints between 10 said members.
HARRY W. HAHN.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US753906A US2052024A (en) | 1934-11-20 | 1934-11-20 | Metal stud for buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US753906A US2052024A (en) | 1934-11-20 | 1934-11-20 | Metal stud for buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
US2052024A true US2052024A (en) | 1936-08-25 |
Family
ID=25032645
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US753906A Expired - Lifetime US2052024A (en) | 1934-11-20 | 1934-11-20 | Metal stud for buildings |
Country Status (1)
Country | Link |
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US (1) | US2052024A (en) |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3962763A (en) * | 1970-07-16 | 1976-06-15 | Harold Rex Jury | Truss-like metal member |
US4011704A (en) * | 1971-08-30 | 1977-03-15 | Wheeling-Pittsburgh Steel Corporation | Non-ghosting building construction |
US4185432A (en) * | 1977-01-21 | 1980-01-29 | Lars Eriksson | Elements for supporting and bracing sealed-glazing units |
US4545170A (en) * | 1983-12-21 | 1985-10-08 | Donn Incorporated | Expanded metal products |
WO1998022670A1 (en) * | 1996-11-20 | 1998-05-28 | Lamminmaeki Pauli | Bracing truss for concrete or masoned structural layers and method for manufacturing the same |
WO2004013423A2 (en) | 2002-08-05 | 2004-02-12 | Anderson Jeffrey A | Metal framing member and method of manufacture |
US20060016148A1 (en) * | 2003-08-05 | 2006-01-26 | Jeffrey A. Anderson | Method of manufacturing a metal framing member |
US20090223167A1 (en) * | 2008-02-28 | 2009-09-10 | Anderson Jeffrey A | Pierced drywall stud |
US20090277125A1 (en) * | 2007-04-26 | 2009-11-12 | Cullen Building Products Limited | Building components |
US8397462B2 (en) | 2011-06-03 | 2013-03-19 | Usg Interiors, Llc | Open web grid runner |
WO2013064191A1 (en) * | 2011-11-03 | 2013-05-10 | Lafarge Platres | Drywall with improved acoustic properties and channel therefor |
US8763347B2 (en) | 2010-02-01 | 2014-07-01 | Jeffrey A. Anderson | Apparatus for manufacturing a metal framing member |
US9021759B2 (en) | 2012-06-13 | 2015-05-05 | Usg Interiors, Llc | Serpentine insert for open web grid |
US10919338B2 (en) | 2017-05-26 | 2021-02-16 | Stemco Products, Inc. | Unitized wheelend assembly and method of installation |
-
1934
- 1934-11-20 US US753906A patent/US2052024A/en not_active Expired - Lifetime
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3962763A (en) * | 1970-07-16 | 1976-06-15 | Harold Rex Jury | Truss-like metal member |
US4011704A (en) * | 1971-08-30 | 1977-03-15 | Wheeling-Pittsburgh Steel Corporation | Non-ghosting building construction |
US4185432A (en) * | 1977-01-21 | 1980-01-29 | Lars Eriksson | Elements for supporting and bracing sealed-glazing units |
US4545170A (en) * | 1983-12-21 | 1985-10-08 | Donn Incorporated | Expanded metal products |
WO1998022670A1 (en) * | 1996-11-20 | 1998-05-28 | Lamminmaeki Pauli | Bracing truss for concrete or masoned structural layers and method for manufacturing the same |
WO2004013423A2 (en) | 2002-08-05 | 2004-02-12 | Anderson Jeffrey A | Metal framing member and method of manufacture |
US20040093822A1 (en) * | 2002-08-05 | 2004-05-20 | Anderson Jeffrey A. | Metal framing member and method of manufacture |
US8677716B2 (en) | 2002-08-05 | 2014-03-25 | Jeffrey A. Anderson | Metal framing member and method of manufacture |
US8234836B2 (en) * | 2003-08-05 | 2012-08-07 | Jeffrey A. Anderson | Method of manufacturing a metal framing member |
US20060016148A1 (en) * | 2003-08-05 | 2006-01-26 | Jeffrey A. Anderson | Method of manufacturing a metal framing member |
US9174264B2 (en) | 2003-08-05 | 2015-11-03 | Jeffrey A. Anderson | Method of manufacturing a metal framing member |
US20090277125A1 (en) * | 2007-04-26 | 2009-11-12 | Cullen Building Products Limited | Building components |
US20090223167A1 (en) * | 2008-02-28 | 2009-09-10 | Anderson Jeffrey A | Pierced drywall stud |
US8763347B2 (en) | 2010-02-01 | 2014-07-01 | Jeffrey A. Anderson | Apparatus for manufacturing a metal framing member |
US20150000137A1 (en) * | 2010-02-01 | 2015-01-01 | Jeffrey A. Anderson | Apparatus for manufacturing a metal framing member |
US8397462B2 (en) | 2011-06-03 | 2013-03-19 | Usg Interiors, Llc | Open web grid runner |
WO2013064191A1 (en) * | 2011-11-03 | 2013-05-10 | Lafarge Platres | Drywall with improved acoustic properties and channel therefor |
US9021759B2 (en) | 2012-06-13 | 2015-05-05 | Usg Interiors, Llc | Serpentine insert for open web grid |
US10919338B2 (en) | 2017-05-26 | 2021-02-16 | Stemco Products, Inc. | Unitized wheelend assembly and method of installation |
US11673424B2 (en) | 2017-05-26 | 2023-06-13 | Stemco Products, Inc. | Unitized wheelend assembly and method of installation |
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