CA2811981C - Cold formed stud - Google Patents
Cold formed stud Download PDFInfo
- Publication number
- CA2811981C CA2811981C CA2811981A CA2811981A CA2811981C CA 2811981 C CA2811981 C CA 2811981C CA 2811981 A CA2811981 A CA 2811981A CA 2811981 A CA2811981 A CA 2811981A CA 2811981 C CA2811981 C CA 2811981C
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- CA
- Canada
- Prior art keywords
- cold formed
- web
- stud
- channel
- vertically extending
- 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.)
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- 229910052751 metal Inorganic materials 0.000 claims abstract description 65
- 239000002184 metal Substances 0.000 claims abstract description 65
- 239000002131 composite material Substances 0.000 claims abstract description 32
- 238000000034 method Methods 0.000 claims description 28
- 239000004567 concrete Substances 0.000 claims description 25
- 238000007373 indentation Methods 0.000 claims description 18
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 239000012530 fluid Substances 0.000 claims 5
- 230000001154 acute effect Effects 0.000 claims 2
- 238000009436 residential construction Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000011152 fibreglass Substances 0.000 description 3
- 239000002952 polymeric resin Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000007788 liquid Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000001953 recrystallisation Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005097 cold rolling Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 230000017525 heat dissipation Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D47/00—Making rigid structural elements or units, e.g. honeycomb structures
- B21D47/01—Making rigid structural elements or units, e.g. honeycomb structures beams or pillars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- 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
- E04C3/09—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 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
- E04C2003/0408—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
- E04C2003/0426—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
- E04C2003/0452—H- or I-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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Building Environments (AREA)
- Laminated Bodies (AREA)
Abstract
A cold formed metal stud is provided for commercial and residential construction applications. The metal stud of the present invention is suitable for use in both composite and non-composite applications. The metal stud of the present invention includes an intermediate web, a first flange and a second flange. The first flange has a longitudinally extending channel. Each of the intermediate web, first flange and second flange may include a number of different design features that can increase the structural and heat transfer characteristics of the metal stud.
Description
COLD FORMED STUD
CROSS-REFERENCE TO RELATED APPLICATION
[001] This is a continuation-in-part of co-pending application Serial No.
12/868.806 filed on August 26, 2010.
FIELD OF THE INVENTION
CROSS-REFERENCE TO RELATED APPLICATION
[001] This is a continuation-in-part of co-pending application Serial No.
12/868.806 filed on August 26, 2010.
FIELD OF THE INVENTION
[002] The present invention relates to cold formed metal studs for composite and non-composite applications in residential and commercial construction projects.
BACKGROUND OF THE INVENTION
BACKGROUND OF THE INVENTION
[003] Studs are commonly used in the construction industry to provide a support for a wall surface and further support a roof, a floor or the like. Studs can be comprised of a variety of materials including wood and metal. Metal studs are commonly used in a variety of construction styles as they can be manufactured economically and are light, strong and durable.
[004] Metal studs are commonly fashioned from a piece of sheet metal that is cold formed to desired specifications. Cold forming involves working a material below its recrystallization temperature. Generally, cold forming occurs at the ambient temperature of the work environment. The resultant cold formed material is stronger due to manipulations that have been made to the crystal structure of the material.
Cold forming is an economical manufacturing process as it does not require the significant energy input required to raise the material above its recrystallization temperature. Cold forming has the further advantage of providing steel structural components that have increased yield capacity in comparison to steel structural components that have not been cold formed.
[0051 Pre-fabricated metal studs are well-known in the construction industry.
However.
there is a distinct lack of metal studs that have been specifically designed for use with both composite and non-composite applications.
[006] Therefore, there is need for a prefabricated metal stud for use in composite and non-composite applications that is light, strong, durable and economically manufactured and can be readily modified depending on the needs of various applications.
BRIEF SUMMARY OF THE INVENTION
[007] The present invention provides a cold formed stud for use in composite and non-composite applications.
[008] In at least one embodiment, the present invention provides a cold formed metal stud having a vertically extending web, the web having a first longitudinal edge and a second longitudinal edge, a first flange portion vertically extending along the first longitudinal edge, the first flange portion having a vertically extending channel and a second flange portion vertically extending along the second longitudinal edge.
[009] In at least one embodiment, the present invention provides a double stud arrangement wherein two studs are aligned back-to-back in order to provide a stud that is particularly resistant to buckling and twisting.
[010] The present invention also provides a method of forming a composite panel assembly consisting of the steps of pouring a concrete panel and embedding a first flange portion of a cold formed metal stud in the concrete panel, the first flange portion located along a first longitudinal edge of a vertically extending web of the cold formed metal stud such that when the concrete panel solidifies the cold formed metal stud and the concrete panel form a composite panel assembly.
[011] In at least one embodiment, the present invention provides a cold formed stud that can be employed as a ceiling joist . In such applications, the cold formed joist of the present invention can be embedded in a composite ceiling or floor panel.
BRIEF DESCRIPTION OF THE DRAWINGS
[012] Preferred embodiments of the present invention will now be described in greater detail and will be better understood when read in conjunction with the following drawings in which:
[013] Figure 1 is a rear perspective view of a cold formed metal stud in accordance with at least one embodiment of the present invention;
[014] Figure 2 is a front perspective view the cold formed metal stud of Figure 1;
[015] Figure 3 is an end elevational view of the cold formed metal stud of Figure 1;
[016] Figure 4 is a top plan view of the cold formed metal stud of Figure 1;
[017] Figure 5 is a rear side elevational view of the cold formed metal stud of Figure 1;
[018] Figure 6 is an opposite end elevational view of the cold formed metal stud of Figure I;
[019] Figure 7 is a front perspective view of a cold formed metal stud in accordance with another embodiment of the present invention;
[020] Figure 8 is a rear perspective view of the cold formed metal stud of Figure 7;
[021] Figure 9 is an end elevational view of the cold formed metal stud of Figure 7;
[022] Figure 10 is a top plan view of the cold formed metal stud of Figure 7;
[023] Figure 11 is a front side elevational view of the cold formed metal stud of Figure 7;
[024] Figure 12 is an opposite end elevational view of the cold formed metal stud of Figure 7;
[025] Figure 13 is a partial perspective sectional view of the cold formed metal stud of Figure 7 with modifications embedded in a concrete panel;
[026] Figure 14 is a partial end view of the cold formed metal stud of Figure embedded in the concrete panel:
[027] Figure 15 is a rear perspective view of a cold formed metal stud in accordance with another embodiment of the present invention:
[028] Figure 16 is a front perspective view of the cold formed metal stud of Figure 15;
[029] Figure 17 is a rear perspective view of a cold formed metal stud in accordance with another embodiment of the present invention;
[030] Figure 18 is a front perspective view of the cold formed metal stud of Figure 17;
[031] Figure 19 is a front perspective view of a double stud arrangement in accordance with another embodiment of the present invention; and [032] Figure 20 is a cross-sectional view of the double stud of Figure 19 embedded in a concrete panel.
DETAILED DESCRIPTION OF THE INVENTION
[033] The cold formed stud of the present invention is contemplated for use in composite and non-composite applications. In composite applications, the cold formed joist can be incorporated directly in a poured concrete wall slab in a manufacturing facility and delivered to the jobsite as a complete assembly for wall erection, among other applications. The composite arrangement provides an integral wall panel and stud assembly that displays excellent strength characteristics, vibration response and load capacity, without unduly stressing the poured concrete wall panel. It is also contemplated that in certain applications, the integral wall panel and stud assembly may be assembled at the jobsite after the cold formed joist has been installed. Composite applications will be discussed in further detail below.
[034] In at least one embodiment, the cold formed stud of the present invention is incorporated in a concrete wall slab as discussed above. However, it is further contemplated that the cold formed stud of present invention can be incorporated in wall slabs formed out of other materials, such as but not limited to fibreglass, polymer resin and other materials that "set" following an initially liquid state, as will be readily understood by the skilled person.
[035] It is contemplated that the cold formed stud of the present invention may also be used as a ceiling joist in particular applications that will be readily recognized by the skilled person. Particularly, the cold formed stud of the present application may be employed in applications wherein the ceiling joist is subjected to relatively lightweight loads. In these applications, the cold formed stud may be embedded in a composite roof or floor panel in a manner that is analogous to the process described above relating to composite wall panels.
[036] Figures Ito 20 illustrate a cold formed stud 10 in accordance with at least one embodiment of the present invention. In these figures. like numerals have been used to denote like elements. Referring initially to Figures 1 and 2 and 7 and 8, cold formed stud consists of an intermediate web 20 located between a first flange 30 and a second flange 40. Preferably, cold formed stud 10 is formed from a single piece of sheet metal.
The sheet metal may be formed by any process known in the art such as cold rolling and stamping, among other processes that will be readily apparent to the skilled person.
[037] The size and thickness of the piece of sheet metal used in manufacturing cold formed stud 10 must be sufficient such that the resulting element has the physical properties required for the intended application, the selection of which will be readily apparent to the skilled person in the art. Cold formed stud 10 can be formed of a variety of metals, such as but not limited to steel, stainless steel, galvanized steel and aluminum.
Cold formed stud 10 may be formed in various lengths and widths.
[038] Stud 10 can extend upwardly from any foundation or floor structure, among other construction applications that will be readily apparent to the skilled person.
Stud 10 can be attached to the foundational structure by any means that is suitable.
Further, the stud can support a roof truss, floor joist or any other structure that will also be apparent to the skilled person. It can also support an exterior wall panel, interior wall panel, window frame, door frame or any other wall arrangement known in the construction industry.
[039] In at least one embodiment, intermediate web 20 includes a number of web openings 22 located along the centre line of the intermediate web 20. Web openings 22 can take a variety of shapes including triangular, square, oval, circular and other shapes that will be readily contemplated by the skilled person. It is important to note however that web openings 22 will provide further stiffness to intermediate web 20 and be less prone to fatigue failure if the corners of web openings 22 are formed with rounded corners rather than sharp corners, as can be seen in Figures 5. 11 and 15 to 18.
[040] In at least one embodiment, web openings 22 can further include a stiffening rim 24 that extends around the perimeter of web openings 22. Stiffening rim 24 is formed of material displaced from intermediate web 20 when web openings 22 are formed.
Stiffening rim 24 can be formed with a semi-circular. arcuate. ovular, or square cross sectional profile among other cross-sectional profiles that will be readily apparent to the skilled person. Stiffening rim 24 may extend discontinuously around the perimeter of web opening 22, however stiffening rim 24 will provide improved stiffness to intermediate web 20 and be less prone to fatigue failure if stiffening rim 24 extends continuously around the perimeter of web openings 22, as can be seen in Figures 1, 2, 7, 8 and 15 to 18.
[041] In at least one embodiment, intermediate web 20 can further include a series of longitudinally extending stiffening ribs 26, as can be seen in Figures 7, 8, 11, 17 and 18.
Longitudinally extending stiffening ribs 26 can extend along the intermediate web 22 in any pattern that will depend upon the arrangement of other features of the present invention. In at least one embodiment and as can be seen in Figures 7, 8, 11.
17 and 18, longitudinally extending ribs 26 extend in a zig-zag pattern along the upper and lower edges of intermediate web 20 such that longitudinally extending ribs 26 extend parallel in the areas between web openings 22 and the edges of intermediate web 20 and extend angularly toward the centreline of the intermediate web 20 in areas where there is no web opening. Additional stiffening ribs 26 can also be located in the ends of cold formed stud as can be seen in Figures 7,8, II, 16 and 18.
[042] In at least one embodiment, intermediate web 20 can further include a series of stiffening indentations 28 that can be located in any part of intermediate web 20 that can require additional stiffening. as can be seen in Figures 2. 5,7, 8, 16 and 18.
In at least one embodiment, stiffening indentations 28 are located in the area between the angled portions of longitudinally extending stiffening ribs 26. Stiffening indentations 28 can be formed in any shape. including circular, square, rectangular or any other shape that will be readily apparent to the skilled person. As discussed above, stiffening indentations 28 can be formed with rounded edges to provide further resistance to fatigue failure.
[043] In at least one embodiment, intermediate web 20 can further include a series of transverse stiffening ribs 29 that can that can be located in any part of intermediate web that can require additional stiffening, as can be seen in Figures 17 and 18.
In at least one embodiment, transverse stiffening ribs 29 are located between adjacent web openings 22. Stiffening ribs 29 are analogous to stiffening indentations 28 in that they can be formed in any shape, including circular, square, rectangular or any other shape that will be readily apparent to the skilled person. As discussed above, stiffening ribs 29 can be formed with rounded edges to provide further resistance to fatigue failure.
[044] Web openings 22, stiffening rim 24, longitudinally extending stiffening ribs 26, stiffening indentations 28 and transverse stiffening ribs 29 can be formed by any suitable manufacturing processes including stamping, milling and rolling, among other manufacturing processes that will be readily apparent to the skilled person.
In addition to providing stiffness to stud 10, these additional features also serve to reduce the heat transfer characteristics of stud 10. By this it is meant that these features reduce the rate at which the stud conducts heat for improved heating or cooling of a space at least partially enclosed by structures that incorporate studs 10.
[045] As discussed above, first flange 30 is formed along one longitudinal edge of intermediate web 20. as seen in Figures 1, 2. 7, 8. 16 and 18.111 at least one embodiment, first flange 30 is oriented perpendicularly to intermediate web 20, however it is contemplated that first flange 30 can be oriented at any angle in relation to intermediate web 20 depending on the needs of the application.
[046] With reference to Figures I. 2. 7, 8, 13 and 15 to 18, first flange 30 can include an end flange 32. End flange 32 can be oriented perpendicularly to first flange 30 however it is contemplated that end flange 32 can be oriented at any angle in relation to first flange 30 as required by the application.
[047] As can be seen in Figures 1 to 4. 6. 7 to 10, 12 and 15 to 18, first flange 30 can include a longitudinally extending channel 34 that is located along the centre line of first flange 30. As can be seen in Figures 3, 6, 9 and 12, it is contemplated that channel 32 has channel walls that are orthogonal to the channel floor when viewed in cross section, however channel 34 can take any cross-sectional shape as required by the application, such as triangularly shaped, U-shaped or dovetail shaped as will be appreciated by the skilled person. Longitudinally extending channel 34 provides stiffness to first flange 30 and also provides a cavity wherein concrete, polymer resin or fibreglass can be poured thereinto such that first flange 30 can be securely embedded in a concrete panel when cold formed stud 10 is employed in composite applications, as will be discussed in further detail below.
[048] First flange 30, end flange 32 and channel 34 can be formed by any suitable manufacturing process that will be readily apparent to the skilled person.
Further, first flange 30, end flange 32 and channel 34 can be formed with any type of bend that suits the application, however radial bends provide a cold formed stud that has the requisite stiffness and fatigue resistance.
[049] In at least one embodiment and as can be seen in Figure 10 for example, channel 34 can include a series of perforations 36 located on the channel floor.
Perforations 36 can extend along the entire length of channel 34 or alternatively can be located on only a section of channel 34. In at least one embodiment perforations 36 are ovoid or elliptically shaped. however it is contemplated that perforations 36 can take any shape that suits the intended application. Perforations 36 serve a number of purposes including providing a thermal break which facilitates heat dissipation from cold formed stud 10.
Further, in composite applications, perforations 36 allow first flange 30 to be integrally embedded in concrete by allowing liquid concrete, polymer resin or fibreglass to fill the entire volume of channel 34 without creating any air bubbles within channel 34.
[050] In at least one embodiment and as can be seen in Figures 4, 16 and 18, channel 34 can include a series of indentations 38 located on the channel floor.
Indentations 38 can extend along the entire length of channel 34 or alternatively can be located on only a section of channel 34. In at least one embodiment perforations 36 are ovoid or elliptically shaped, however it is contemplated that perforations 36 can take any shape that suits the intended application.
ID
[051] As can be seen in Figures 1, 2,7, 8, 15 and 17 second flange 40 is analogous to first flange 30 and can incorporate some or all the features recited above in relation to first flange 30. In this way, second flange 40 may include an end flange 42, a channel 44, perforations 46 and/or indentations 48 depending on the needs of the application.
[052] As can be seen in Figure 13 and 14, the present invention may be utilized in composite applications to produce a composite stud/panel assembly wherein the stud component is lighter and stiffer in comparison to similar non-composite stud arrangements. As will be appreciated, in these views, only one of the stud's flanges 30 or 40 is shown as is only a small portion of web 20. The remainder of the stud 10 is not shown for clarity. As discussed above, either one or both of first flange 30 or second flange 40 can be adapted with any of the optional features identified above such that either flange can be securely embedded in a concrete panel 50. These features include end flange 32, channel 34, perforations 36 and/or indentations 38, all of which can be adapted or modified depending on the needs of the particular composite application.
[053] For example and as can be seen in Figures 13 and 14, cold formed stud 10 can designed with a second flange 40 having an end flange 42 that is oriented at an obtuse angle to second flange 40. Further, second flange 40 can be designed with a channel 44 that has a slightly dove shaped profile for an improved "lock" with the concrete to prevent lateral separation, channel 44 having a series of perforations 46 located along the floor of channel 44. Perforations 46 can take any shape and can be formed by any suitable manufacturing process. Perforations 46 can be as numerous as required by the application. As also discussed above, intermediate web 20 can have stiffening rib 26 which can also be partially embedded in concrete panel 50. In this way, cold formed stud is securely embedded in concrete panel as concrete flows through perforations 46 and completely fills channel 11 without trapping any air bubbles, resulting in a composite stud/ panel assembly that has improved structural characteristics over existing composite designs.
[054] In at least one embodiment, cold formed stud 10 (which can include the optional features recited above such as web openings 22, stiffening rim 24, longitudinally extending stiffening ribs 26, stiffening indentations 28, transverse stiffening ribs 29, end flange 32, channel 34, perforations 36 and/or indentations 38) can be specifically designed such that the cross sectional area is constant at all locations along cold formed stud 10.
[055] With reference to Figures 5 and 11, cold formed stud 10 can be designed such that the cross sectional area of the stud at section A-A, B-B and C-C is approximately equivalent. In embodiments where the cross-sectional area of cold formed stud 10 is constant at any point along the length of the stud, it will be understood that related structural properties, such as the moment of inertia and the section modulus of the stud will also be constant at any point along the length of the stud. This results in a structural element that is stronger, stiffer and more resistant to compressive and torsional forces, as will be readily understood by the skilled person in the art.
[056] With reference to Figures 19 and 20, in at least one embodiment a double stud arrangement is contemplated that is well suited to applications where the stud is subjected to particularly high loads. Double stud 100 includes a first cold formed stud 102 and a second cold formed stud 104 that are analogous to cold formed stud 10 and can include any of the features identified above with respect to a single cold formed stud. First cold formed stud 102 and second cold formed stud 104 are arranged such that the intermediate webs of each stud abut one another. In at least one embodiment, the two cold formed studs are symmetrical and aligned such that the web openings on first cold formed stud 102 align with the web openings of second cold formed stud 104, as seen in Figure 19.
[057] In at least one embodiment and as can be seen in Figure 19, it is contemplated that each of first cold formed stud 102 and second cold formed stud 104 can have a plurality of vertical stiffening ribs 106. Stiffening ribs 106 are analogous to longitudinally extending stiffening ribs 26 with the exception that stiffening ribs are orthogonally oriented in relation to the longitudinal axis of the stud to provide torsional stiffness to the resultant double stud 100.
[058] In at least one embodiment the two studs are connected by way of a bolt 108, however other fasteners are also contemplated such as welds, rivets, and sheet metal screws among other fasteners that will be readily apparent to the skilled person.
[059] It is contemplated that double stud 100 may also be used as a ceiling joist in particular applications that will be readily recognized by the skilled person.
In these applications, double stud 100 may be embedded in a composite roof or floor panel in a manner that is analogous to the process described above relating to composite wall panels.
[060] The above-described embodiments of the present invention are meant to be illustrative of preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Various modifications, which would be readily apparent to one skilled in the art, are intended to be within the scope of the present invention. The only limitations to the scope of the present invention are set out in the following appended claims.
Cold forming is an economical manufacturing process as it does not require the significant energy input required to raise the material above its recrystallization temperature. Cold forming has the further advantage of providing steel structural components that have increased yield capacity in comparison to steel structural components that have not been cold formed.
[0051 Pre-fabricated metal studs are well-known in the construction industry.
However.
there is a distinct lack of metal studs that have been specifically designed for use with both composite and non-composite applications.
[006] Therefore, there is need for a prefabricated metal stud for use in composite and non-composite applications that is light, strong, durable and economically manufactured and can be readily modified depending on the needs of various applications.
BRIEF SUMMARY OF THE INVENTION
[007] The present invention provides a cold formed stud for use in composite and non-composite applications.
[008] In at least one embodiment, the present invention provides a cold formed metal stud having a vertically extending web, the web having a first longitudinal edge and a second longitudinal edge, a first flange portion vertically extending along the first longitudinal edge, the first flange portion having a vertically extending channel and a second flange portion vertically extending along the second longitudinal edge.
[009] In at least one embodiment, the present invention provides a double stud arrangement wherein two studs are aligned back-to-back in order to provide a stud that is particularly resistant to buckling and twisting.
[010] The present invention also provides a method of forming a composite panel assembly consisting of the steps of pouring a concrete panel and embedding a first flange portion of a cold formed metal stud in the concrete panel, the first flange portion located along a first longitudinal edge of a vertically extending web of the cold formed metal stud such that when the concrete panel solidifies the cold formed metal stud and the concrete panel form a composite panel assembly.
[011] In at least one embodiment, the present invention provides a cold formed stud that can be employed as a ceiling joist . In such applications, the cold formed joist of the present invention can be embedded in a composite ceiling or floor panel.
BRIEF DESCRIPTION OF THE DRAWINGS
[012] Preferred embodiments of the present invention will now be described in greater detail and will be better understood when read in conjunction with the following drawings in which:
[013] Figure 1 is a rear perspective view of a cold formed metal stud in accordance with at least one embodiment of the present invention;
[014] Figure 2 is a front perspective view the cold formed metal stud of Figure 1;
[015] Figure 3 is an end elevational view of the cold formed metal stud of Figure 1;
[016] Figure 4 is a top plan view of the cold formed metal stud of Figure 1;
[017] Figure 5 is a rear side elevational view of the cold formed metal stud of Figure 1;
[018] Figure 6 is an opposite end elevational view of the cold formed metal stud of Figure I;
[019] Figure 7 is a front perspective view of a cold formed metal stud in accordance with another embodiment of the present invention;
[020] Figure 8 is a rear perspective view of the cold formed metal stud of Figure 7;
[021] Figure 9 is an end elevational view of the cold formed metal stud of Figure 7;
[022] Figure 10 is a top plan view of the cold formed metal stud of Figure 7;
[023] Figure 11 is a front side elevational view of the cold formed metal stud of Figure 7;
[024] Figure 12 is an opposite end elevational view of the cold formed metal stud of Figure 7;
[025] Figure 13 is a partial perspective sectional view of the cold formed metal stud of Figure 7 with modifications embedded in a concrete panel;
[026] Figure 14 is a partial end view of the cold formed metal stud of Figure embedded in the concrete panel:
[027] Figure 15 is a rear perspective view of a cold formed metal stud in accordance with another embodiment of the present invention:
[028] Figure 16 is a front perspective view of the cold formed metal stud of Figure 15;
[029] Figure 17 is a rear perspective view of a cold formed metal stud in accordance with another embodiment of the present invention;
[030] Figure 18 is a front perspective view of the cold formed metal stud of Figure 17;
[031] Figure 19 is a front perspective view of a double stud arrangement in accordance with another embodiment of the present invention; and [032] Figure 20 is a cross-sectional view of the double stud of Figure 19 embedded in a concrete panel.
DETAILED DESCRIPTION OF THE INVENTION
[033] The cold formed stud of the present invention is contemplated for use in composite and non-composite applications. In composite applications, the cold formed joist can be incorporated directly in a poured concrete wall slab in a manufacturing facility and delivered to the jobsite as a complete assembly for wall erection, among other applications. The composite arrangement provides an integral wall panel and stud assembly that displays excellent strength characteristics, vibration response and load capacity, without unduly stressing the poured concrete wall panel. It is also contemplated that in certain applications, the integral wall panel and stud assembly may be assembled at the jobsite after the cold formed joist has been installed. Composite applications will be discussed in further detail below.
[034] In at least one embodiment, the cold formed stud of the present invention is incorporated in a concrete wall slab as discussed above. However, it is further contemplated that the cold formed stud of present invention can be incorporated in wall slabs formed out of other materials, such as but not limited to fibreglass, polymer resin and other materials that "set" following an initially liquid state, as will be readily understood by the skilled person.
[035] It is contemplated that the cold formed stud of the present invention may also be used as a ceiling joist in particular applications that will be readily recognized by the skilled person. Particularly, the cold formed stud of the present application may be employed in applications wherein the ceiling joist is subjected to relatively lightweight loads. In these applications, the cold formed stud may be embedded in a composite roof or floor panel in a manner that is analogous to the process described above relating to composite wall panels.
[036] Figures Ito 20 illustrate a cold formed stud 10 in accordance with at least one embodiment of the present invention. In these figures. like numerals have been used to denote like elements. Referring initially to Figures 1 and 2 and 7 and 8, cold formed stud consists of an intermediate web 20 located between a first flange 30 and a second flange 40. Preferably, cold formed stud 10 is formed from a single piece of sheet metal.
The sheet metal may be formed by any process known in the art such as cold rolling and stamping, among other processes that will be readily apparent to the skilled person.
[037] The size and thickness of the piece of sheet metal used in manufacturing cold formed stud 10 must be sufficient such that the resulting element has the physical properties required for the intended application, the selection of which will be readily apparent to the skilled person in the art. Cold formed stud 10 can be formed of a variety of metals, such as but not limited to steel, stainless steel, galvanized steel and aluminum.
Cold formed stud 10 may be formed in various lengths and widths.
[038] Stud 10 can extend upwardly from any foundation or floor structure, among other construction applications that will be readily apparent to the skilled person.
Stud 10 can be attached to the foundational structure by any means that is suitable.
Further, the stud can support a roof truss, floor joist or any other structure that will also be apparent to the skilled person. It can also support an exterior wall panel, interior wall panel, window frame, door frame or any other wall arrangement known in the construction industry.
[039] In at least one embodiment, intermediate web 20 includes a number of web openings 22 located along the centre line of the intermediate web 20. Web openings 22 can take a variety of shapes including triangular, square, oval, circular and other shapes that will be readily contemplated by the skilled person. It is important to note however that web openings 22 will provide further stiffness to intermediate web 20 and be less prone to fatigue failure if the corners of web openings 22 are formed with rounded corners rather than sharp corners, as can be seen in Figures 5. 11 and 15 to 18.
[040] In at least one embodiment, web openings 22 can further include a stiffening rim 24 that extends around the perimeter of web openings 22. Stiffening rim 24 is formed of material displaced from intermediate web 20 when web openings 22 are formed.
Stiffening rim 24 can be formed with a semi-circular. arcuate. ovular, or square cross sectional profile among other cross-sectional profiles that will be readily apparent to the skilled person. Stiffening rim 24 may extend discontinuously around the perimeter of web opening 22, however stiffening rim 24 will provide improved stiffness to intermediate web 20 and be less prone to fatigue failure if stiffening rim 24 extends continuously around the perimeter of web openings 22, as can be seen in Figures 1, 2, 7, 8 and 15 to 18.
[041] In at least one embodiment, intermediate web 20 can further include a series of longitudinally extending stiffening ribs 26, as can be seen in Figures 7, 8, 11, 17 and 18.
Longitudinally extending stiffening ribs 26 can extend along the intermediate web 22 in any pattern that will depend upon the arrangement of other features of the present invention. In at least one embodiment and as can be seen in Figures 7, 8, 11.
17 and 18, longitudinally extending ribs 26 extend in a zig-zag pattern along the upper and lower edges of intermediate web 20 such that longitudinally extending ribs 26 extend parallel in the areas between web openings 22 and the edges of intermediate web 20 and extend angularly toward the centreline of the intermediate web 20 in areas where there is no web opening. Additional stiffening ribs 26 can also be located in the ends of cold formed stud as can be seen in Figures 7,8, II, 16 and 18.
[042] In at least one embodiment, intermediate web 20 can further include a series of stiffening indentations 28 that can be located in any part of intermediate web 20 that can require additional stiffening. as can be seen in Figures 2. 5,7, 8, 16 and 18.
In at least one embodiment, stiffening indentations 28 are located in the area between the angled portions of longitudinally extending stiffening ribs 26. Stiffening indentations 28 can be formed in any shape. including circular, square, rectangular or any other shape that will be readily apparent to the skilled person. As discussed above, stiffening indentations 28 can be formed with rounded edges to provide further resistance to fatigue failure.
[043] In at least one embodiment, intermediate web 20 can further include a series of transverse stiffening ribs 29 that can that can be located in any part of intermediate web that can require additional stiffening, as can be seen in Figures 17 and 18.
In at least one embodiment, transverse stiffening ribs 29 are located between adjacent web openings 22. Stiffening ribs 29 are analogous to stiffening indentations 28 in that they can be formed in any shape, including circular, square, rectangular or any other shape that will be readily apparent to the skilled person. As discussed above, stiffening ribs 29 can be formed with rounded edges to provide further resistance to fatigue failure.
[044] Web openings 22, stiffening rim 24, longitudinally extending stiffening ribs 26, stiffening indentations 28 and transverse stiffening ribs 29 can be formed by any suitable manufacturing processes including stamping, milling and rolling, among other manufacturing processes that will be readily apparent to the skilled person.
In addition to providing stiffness to stud 10, these additional features also serve to reduce the heat transfer characteristics of stud 10. By this it is meant that these features reduce the rate at which the stud conducts heat for improved heating or cooling of a space at least partially enclosed by structures that incorporate studs 10.
[045] As discussed above, first flange 30 is formed along one longitudinal edge of intermediate web 20. as seen in Figures 1, 2. 7, 8. 16 and 18.111 at least one embodiment, first flange 30 is oriented perpendicularly to intermediate web 20, however it is contemplated that first flange 30 can be oriented at any angle in relation to intermediate web 20 depending on the needs of the application.
[046] With reference to Figures I. 2. 7, 8, 13 and 15 to 18, first flange 30 can include an end flange 32. End flange 32 can be oriented perpendicularly to first flange 30 however it is contemplated that end flange 32 can be oriented at any angle in relation to first flange 30 as required by the application.
[047] As can be seen in Figures 1 to 4. 6. 7 to 10, 12 and 15 to 18, first flange 30 can include a longitudinally extending channel 34 that is located along the centre line of first flange 30. As can be seen in Figures 3, 6, 9 and 12, it is contemplated that channel 32 has channel walls that are orthogonal to the channel floor when viewed in cross section, however channel 34 can take any cross-sectional shape as required by the application, such as triangularly shaped, U-shaped or dovetail shaped as will be appreciated by the skilled person. Longitudinally extending channel 34 provides stiffness to first flange 30 and also provides a cavity wherein concrete, polymer resin or fibreglass can be poured thereinto such that first flange 30 can be securely embedded in a concrete panel when cold formed stud 10 is employed in composite applications, as will be discussed in further detail below.
[048] First flange 30, end flange 32 and channel 34 can be formed by any suitable manufacturing process that will be readily apparent to the skilled person.
Further, first flange 30, end flange 32 and channel 34 can be formed with any type of bend that suits the application, however radial bends provide a cold formed stud that has the requisite stiffness and fatigue resistance.
[049] In at least one embodiment and as can be seen in Figure 10 for example, channel 34 can include a series of perforations 36 located on the channel floor.
Perforations 36 can extend along the entire length of channel 34 or alternatively can be located on only a section of channel 34. In at least one embodiment perforations 36 are ovoid or elliptically shaped. however it is contemplated that perforations 36 can take any shape that suits the intended application. Perforations 36 serve a number of purposes including providing a thermal break which facilitates heat dissipation from cold formed stud 10.
Further, in composite applications, perforations 36 allow first flange 30 to be integrally embedded in concrete by allowing liquid concrete, polymer resin or fibreglass to fill the entire volume of channel 34 without creating any air bubbles within channel 34.
[050] In at least one embodiment and as can be seen in Figures 4, 16 and 18, channel 34 can include a series of indentations 38 located on the channel floor.
Indentations 38 can extend along the entire length of channel 34 or alternatively can be located on only a section of channel 34. In at least one embodiment perforations 36 are ovoid or elliptically shaped, however it is contemplated that perforations 36 can take any shape that suits the intended application.
ID
[051] As can be seen in Figures 1, 2,7, 8, 15 and 17 second flange 40 is analogous to first flange 30 and can incorporate some or all the features recited above in relation to first flange 30. In this way, second flange 40 may include an end flange 42, a channel 44, perforations 46 and/or indentations 48 depending on the needs of the application.
[052] As can be seen in Figure 13 and 14, the present invention may be utilized in composite applications to produce a composite stud/panel assembly wherein the stud component is lighter and stiffer in comparison to similar non-composite stud arrangements. As will be appreciated, in these views, only one of the stud's flanges 30 or 40 is shown as is only a small portion of web 20. The remainder of the stud 10 is not shown for clarity. As discussed above, either one or both of first flange 30 or second flange 40 can be adapted with any of the optional features identified above such that either flange can be securely embedded in a concrete panel 50. These features include end flange 32, channel 34, perforations 36 and/or indentations 38, all of which can be adapted or modified depending on the needs of the particular composite application.
[053] For example and as can be seen in Figures 13 and 14, cold formed stud 10 can designed with a second flange 40 having an end flange 42 that is oriented at an obtuse angle to second flange 40. Further, second flange 40 can be designed with a channel 44 that has a slightly dove shaped profile for an improved "lock" with the concrete to prevent lateral separation, channel 44 having a series of perforations 46 located along the floor of channel 44. Perforations 46 can take any shape and can be formed by any suitable manufacturing process. Perforations 46 can be as numerous as required by the application. As also discussed above, intermediate web 20 can have stiffening rib 26 which can also be partially embedded in concrete panel 50. In this way, cold formed stud is securely embedded in concrete panel as concrete flows through perforations 46 and completely fills channel 11 without trapping any air bubbles, resulting in a composite stud/ panel assembly that has improved structural characteristics over existing composite designs.
[054] In at least one embodiment, cold formed stud 10 (which can include the optional features recited above such as web openings 22, stiffening rim 24, longitudinally extending stiffening ribs 26, stiffening indentations 28, transverse stiffening ribs 29, end flange 32, channel 34, perforations 36 and/or indentations 38) can be specifically designed such that the cross sectional area is constant at all locations along cold formed stud 10.
[055] With reference to Figures 5 and 11, cold formed stud 10 can be designed such that the cross sectional area of the stud at section A-A, B-B and C-C is approximately equivalent. In embodiments where the cross-sectional area of cold formed stud 10 is constant at any point along the length of the stud, it will be understood that related structural properties, such as the moment of inertia and the section modulus of the stud will also be constant at any point along the length of the stud. This results in a structural element that is stronger, stiffer and more resistant to compressive and torsional forces, as will be readily understood by the skilled person in the art.
[056] With reference to Figures 19 and 20, in at least one embodiment a double stud arrangement is contemplated that is well suited to applications where the stud is subjected to particularly high loads. Double stud 100 includes a first cold formed stud 102 and a second cold formed stud 104 that are analogous to cold formed stud 10 and can include any of the features identified above with respect to a single cold formed stud. First cold formed stud 102 and second cold formed stud 104 are arranged such that the intermediate webs of each stud abut one another. In at least one embodiment, the two cold formed studs are symmetrical and aligned such that the web openings on first cold formed stud 102 align with the web openings of second cold formed stud 104, as seen in Figure 19.
[057] In at least one embodiment and as can be seen in Figure 19, it is contemplated that each of first cold formed stud 102 and second cold formed stud 104 can have a plurality of vertical stiffening ribs 106. Stiffening ribs 106 are analogous to longitudinally extending stiffening ribs 26 with the exception that stiffening ribs are orthogonally oriented in relation to the longitudinal axis of the stud to provide torsional stiffness to the resultant double stud 100.
[058] In at least one embodiment the two studs are connected by way of a bolt 108, however other fasteners are also contemplated such as welds, rivets, and sheet metal screws among other fasteners that will be readily apparent to the skilled person.
[059] It is contemplated that double stud 100 may also be used as a ceiling joist in particular applications that will be readily recognized by the skilled person.
In these applications, double stud 100 may be embedded in a composite roof or floor panel in a manner that is analogous to the process described above relating to composite wall panels.
[060] The above-described embodiments of the present invention are meant to be illustrative of preferred embodiments of the present invention and are not intended to limit the scope of the present invention. Various modifications, which would be readily apparent to one skilled in the art, are intended to be within the scope of the present invention. The only limitations to the scope of the present invention are set out in the following appended claims.
Claims (38)
1 . A cold formed metal stud, the stud comprising:
a vertically extending web, said web having a first longitudinal edge and a second longitudinal edge;
a first flange portion for embedment in a hardenable fluid, the first flange portion vertically extending along said first longitudinal edge, said first flange portion having a first end flange and a vertically extending channel adapted to receive the hardenable fluid, said first end flange forming an obtuse angle with said first flange portion for embedment in the hardenable fluid; and, a second flange portion vertically extending along said second longitudinal edge.
a vertically extending web, said web having a first longitudinal edge and a second longitudinal edge;
a first flange portion for embedment in a hardenable fluid, the first flange portion vertically extending along said first longitudinal edge, said first flange portion having a first end flange and a vertically extending channel adapted to receive the hardenable fluid, said first end flange forming an obtuse angle with said first flange portion for embedment in the hardenable fluid; and, a second flange portion vertically extending along said second longitudinal edge.
2. The cold formed metal stud of claim 1, said channel having at least one channel perforation.
3. The cold formed metal stud of claim 1 or 2, said channel having at least one channel indentation.
4. The cold formed metal stud of any one of claims 1 to 3, said channel having a dovetail shaped cross-sectional profile.
5. The cold formed metal stud of any one of claims I to 4, wherein said first flange portion is embedded in a poured concrete panel.
6. The cold formed metal stud of any one of claims 1 to 5, wherein said second flange portion is embedded in a poured concrete panel.
7. The cold formed metal stud of any one of claims 1 to 6, said web further comprising at least one web opening located along the centerline of said web.
8. The cold formed metal stud of claim 7, said at least one web opening being elliptically shaped.
9. The cold formed metal stud of claim 7 or 8, said at least one web opening having a stiffening rim extending around the perimeter thereof.
10. The cold formed metal stud of any one of claims 1 to 9, said web further comprising at least one longitudinally extending stiffening rib.
11. The cold formed metal stud of claim 10, said stiffening rib being shaped in a zigzag pattern.
12. The cold formed metal stud of any one of claims 1 to 11, said web further comprising at least one indentation.
13. The cold formed metal stud of any one of claims 1 to 12, said web further comprising at least one vertical stiffening rib.
14. The cold formed metal stud of any one of claims 1 to 13, said first flange forming an obtuse angle with said web.
15. The cold formed metal stud of any one of claims 1 to 13, said first flange forming an acute angle with said web.
16. The cold formed metal stud of any one of claims 1 to 15, said second flange forming an obtuse angle with said web.
17. The cold formed metal stud of any one of claims 1 to 15, said second flange forming an acute angle with said web.
18. The cold formed metal stud of any one of claims 1 to 17, said second flange further comprising a vertically extending second channel.
19. The cold formed metal stud of claim 18, said second channel having a dovetail shaped cross-sectional profile.
20. The cold formed metal stud of claim 18 or 19, said second channel having a plurality of channel perforations.
21. The cold formed metal stud of any one of claims 18 to 20, said second channel having a plurality of channel indentations.
22. The cold formed metal stud of any one of claims 1 to 21, said second flange further comprising an end flange.
23. A method of forming a composite panel assembly, the method comprising the steps of pouring a concrete panel; and, embedding a first flange portion of the cold formed metal stud according to any one of claims 1 to 22 in said concrete panel, said first flange portion located along a first longitudinal edge of a vertically extending web of said cold formed metal stud wherein when said concrete panel solidifies said cold formed metal stud and said concrete panel form a composite panel assembly.
24. A method of manufacturing a cold formed metal stud, the method comprising the steps of:
forming a first flange portion along a first longitudinal edge of a vertically extending web;
forming a second flange portion along a second longitudinal edge of said vertically extending web;
forming a vertically extending channel along said first flange portion, wherein the vertically extending channel is adapted to receive a hardenable fluid; and forming a first end flange in said first flange portion, said first end flange forming an obtuse angle with said first flange portion for embedment in the hardenable fluid.
forming a first flange portion along a first longitudinal edge of a vertically extending web;
forming a second flange portion along a second longitudinal edge of said vertically extending web;
forming a vertically extending channel along said first flange portion, wherein the vertically extending channel is adapted to receive a hardenable fluid; and forming a first end flange in said first flange portion, said first end flange forming an obtuse angle with said first flange portion for embedment in the hardenable fluid.
25. The method of claim 24, the method further comprising the step of:
forming at least one channel perforation in said vertically extending channel.
forming at least one channel perforation in said vertically extending channel.
26. The method of claim 24 or 25, the method further comprising the step of:
forming at least one channel indentation in said vertically extending channel.
forming at least one channel indentation in said vertically extending channel.
27. The method of any one of claims 24 to 26, the method further comprising the step of:
forming at least one web opening along the centerline of said web.
forming at least one web opening along the centerline of said web.
28. The method of claim 27, wherein said at least one web opening is elliptically shaped.
29. The method of claim 27 or 28, the method further comprising the step of forming a stiffening rim around the perimeter of said at least one web opening.
30. The method of any one of claims 24 to 29, the method further comprising the step of:
forming at least one longitudinally extending stiffening rib in said web.
forming at least one longitudinally extending stiffening rib in said web.
31. The method of any one of claims 24 to 30, the method further comprising the step of:
forming at least one indentation in said web.
forming at least one indentation in said web.
32. The method of any one of claims 24 to 31, the method further comprising the step of:
forming a vertically extending second channel in said second flange portion.
forming a vertically extending second channel in said second flange portion.
33. The method of claim 32, the method further comprising the step of:
forming at least one channel perforation in said vertically extending second channel.
forming at least one channel perforation in said vertically extending second channel.
34. The method of claim 32 or 33, the method further comprising the step of:
forming at least one channel indentation in said vertically extending second channel.
forming at least one channel indentation in said vertically extending second channel.
35. The method of any one of claims 24 to 34, further comprising the step of:
forming an end flange in said second flange portion.
forming an end flange in said second flange portion.
36. The cold formed stud of any one of claims 1 to 22, further comprising:
a second cold formed stud having:
a vertically extending web, said web having a first longitudinal edge and a second longitudinal edge;
a first flange portion vertically extending along said first longitudinal edge, said first flange portion having a vertically extending channel; and a second flange portion vertically extending along said second longitudinal edge;
wherein said vertically extending web of said cold formed stud abuts said vertically extending web of said second cold formed stud.
a second cold formed stud having:
a vertically extending web, said web having a first longitudinal edge and a second longitudinal edge;
a first flange portion vertically extending along said first longitudinal edge, said first flange portion having a vertically extending channel; and a second flange portion vertically extending along said second longitudinal edge;
wherein said vertically extending web of said cold formed stud abuts said vertically extending web of said second cold formed stud.
37. The cold formed stud of claim 36 wherein at least one of said vertically extending web of said cold formed stud and said vertically extending web of said second cold formed stud further comprises a plurality of vertical stiffening ribs.
38. The cold formed stud of claim 36 or 37 wherein said vertically extending web of said cold formed stud is connected to said vertically extending web of said second cold formed stud by way of a fastener.
Applications Claiming Priority (5)
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|---|---|---|---|
| US86880610A | 2010-08-26 | 2010-08-26 | |
| US12/868,806 | 2010-08-26 | ||
| US12/947,020 US20120047834A1 (en) | 2010-08-26 | 2010-11-16 | Cold formed stud |
| US12/947,020 | 2010-11-16 | ||
| PCT/CA2011/000884 WO2012024768A1 (en) | 2010-08-26 | 2011-08-03 | Cold formed stud |
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| CA2811981A1 CA2811981A1 (en) | 2012-03-01 |
| CA2811981C true CA2811981C (en) | 2015-11-17 |
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| US9458618B1 (en) | 2015-04-10 | 2016-10-04 | Wade A. Woznuk | Prefabricated wall module and method of building a foundation wall |
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| FR2996868B1 (en) * | 2012-10-16 | 2014-12-19 | Bacacier Profilage | METALLIC AMOUNT FOR A BUILDING PARTITION, AND A BUILDING PARTITION COMPRISING AT LEAST ONE SUCH AMOUNT |
| US10041254B2 (en) * | 2013-10-25 | 2018-08-07 | Mbrico, Llc | Tile and support structure |
| US10988931B1 (en) | 2013-10-25 | 2021-04-27 | Mbrico, Llc | Tile and support structure |
| US11199007B2 (en) | 2013-10-25 | 2021-12-14 | Mbrico, Llc | Tile and support structure |
| US11371245B2 (en) | 2013-10-25 | 2022-06-28 | Mbrico, Llc | Tile and support structure |
| CA2868866C (en) | 2013-10-25 | 2021-10-26 | Mark A. Mcmanus | Tile and support structure |
| US9708816B2 (en) | 2014-05-30 | 2017-07-18 | Sacks Industrial Corporation | Stucco lath and method of manufacture |
| LT6370B (en) * | 2015-06-10 | 2017-03-10 | Uab Aldrea | Beam component for use in technical construction, construction kit and method of connecting beam components |
| US9752323B2 (en) | 2015-07-29 | 2017-09-05 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
| US9797142B1 (en) | 2016-09-09 | 2017-10-24 | Sacks Industrial Corporation | Lath device, assembly and method |
| CN111566292B (en) | 2017-08-14 | 2022-05-17 | 斯特克特电线有限公司 | Metal keel of different length |
| US11351593B2 (en) | 2018-09-14 | 2022-06-07 | Structa Wire Ulc | Expanded metal formed using rotary blades and rotary blades to form such |
| US11982087B2 (en) | 2019-05-17 | 2024-05-14 | Mbrico, Llc | Tile and support structure |
| AU2020213368A1 (en) * | 2019-08-13 | 2021-03-04 | Roof Hugger, Llc | Reinforced notched sub-purlin |
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| US3083794A (en) * | 1960-04-12 | 1963-04-02 | Penn Metal Company Inc | Joined sheet metal structures |
| US4720957A (en) * | 1983-05-23 | 1988-01-26 | Madray Herbert R | Structural component |
| DE4104234A1 (en) | 1990-10-20 | 1992-08-13 | Lorenz Kesting | Reinforcing element for lightweight concrete panel |
| WO1993010517A1 (en) * | 1991-11-12 | 1993-05-27 | Signfix Limited | Mounting devices |
| DE19612275C2 (en) * | 1996-03-28 | 1999-04-15 | Hilti Ag | Mounting rail |
| US7587877B2 (en) * | 2003-10-28 | 2009-09-15 | Best Joist Inc | Cold-formed steel joists |
| US20060150548A1 (en) * | 2004-12-27 | 2006-07-13 | Gcg Holdings Ltd | Floor system with stell joists having openings with edge reinforcements and method |
| US20090249743A1 (en) * | 2006-01-17 | 2009-10-08 | Bodnar Ernest R | Stud with lengthwise indented grooves, and with intervening planar surfaces, and method |
| US7818925B2 (en) * | 2006-06-12 | 2010-10-26 | Bryan Benedict | Stay-in-place concrete footing forms |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9458618B1 (en) | 2015-04-10 | 2016-10-04 | Wade A. Woznuk | Prefabricated wall module and method of building a foundation wall |
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| MX2013002241A (en) | 2013-07-03 |
| US20120047834A1 (en) | 2012-03-01 |
| EP2609259A4 (en) | 2016-12-14 |
| WO2012024768A1 (en) | 2012-03-01 |
| EP2609259A1 (en) | 2013-07-03 |
| CA2811981A1 (en) | 2012-03-01 |
| AR082504A1 (en) | 2012-12-12 |
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