US20090025331A1 - Bracing beams for sheet metal framing walls - Google Patents
Bracing beams for sheet metal framing walls Download PDFInfo
- Publication number
- US20090025331A1 US20090025331A1 US12/284,318 US28431808A US2009025331A1 US 20090025331 A1 US20090025331 A1 US 20090025331A1 US 28431808 A US28431808 A US 28431808A US 2009025331 A1 US2009025331 A1 US 2009025331A1
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- Prior art keywords
- stud
- web
- connector member
- connector
- flanges
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- Abandoned
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- 239000002184 metal Substances 0.000 title claims description 8
- 238000009432 framing Methods 0.000 title description 10
- 230000000712 assembly Effects 0.000 description 5
- 238000000429 assembly Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—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
- E04B2/7453—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 with panels and support posts, extending from floor to ceiling
- E04B2/7457—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 with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2496—Shear bracing therefor
Definitions
- This invention relates to framing walls comprising horizontal and vertical sheet metal framing members. More particularly, it relates to framing walls in which bracing beam sections are provided between the studs for bracing the wall along a diagonal line or lines.
- An object of the present invention is to provide a bracing system for a framing wall comprising diagonal braces which are positioned between the studs so that exterior straps and the distortion to the wall board that they cause are eliminated.
- the principal object of the present invention is to meet this need.
- a wall structure of the present invention includes first and second sheet metal studs, each in the form of a channel having a closed side formed by a web and an open side formed by and between spaced apart flanges.
- the open side of the first stud faces the closed side of the second stud.
- a first connector member is positioned inside the first stud. It has a web that is connected to the web of the first stud and a pair of flanges that project from said web towards the second stud.
- a second member has a web that is connected to the web of the second stud and a pair of flanges projecting from said web towards the first stud.
- a brace beam extends between the studs and connector members.
- the brace beam has a first end that is inside the first connector member and a second end that is inside the second connector member.
- the flanges of the first connector member are connected to the first end of the brace beam and the flanges of the second connector member are connected to the second end of the brace beam.
- the web of the first connector member is connected to the web of the first stud by screw fasteners and the web of the second connector member is connected to the web of the second stud by screw fasteners. It is also within the scope of the invention to weld the brace beam to the first and second connector members. According to an aspect of the invention, the flanges of the first connector member are connected to the first end of the brace by a screw fasteners and the flanges of the second connector member are connected to the second end of the brace beam by screw fasteners.
- the brace beam extends at a diagonal to the first and second studs.
- first and second studs each includes inwardly directed lips on the flanges extending parallel to each other and to the web and perpendicular to the flanges.
- the ends of the brace beams are connected to the connector members by screw fasteners which extend through the side flanges of the connector members and screw into the side flanges of the brace beam, forming a pivotable connection between the connector members and the ends of the brace beam.
- This allows the brace beam to be positioned substantially vertically between a pair of studs. Then, the brace beam is rotated to allow placement of the first connector member inside of the first stud and the web of the second connector against the web of the second stud.
- the brace beam is of such a length that when the webs of the connectors are against the webs of the studs, the brace beam extends at a diagonal to the first and second studs.
- screw fasteners are used to connect the studs to the two connector members, to in that manner connect the ends of the brace beam to the two studs.
- the ends of brace beams are welded to connector members, one of which is inserted into a first stud and the other of which is connected to the web on the outside of a second stud.
- the sheet metal material is resilient enough to allow positioning of the brace beam between two studs, with the connector at one end of the brace beam inside of the first stud, and placement of the connector at the second end against the outer surface of the web of the second stud.
- FIG. 1 is an elevational view of a framing wall formed of upper and lower tracks, vertical studs and diagonal brace beams between the studs;
- FIG. 2 is a sectional view taken substantially along line 2 - 2 of FIG. 1 ;
- FIG. 3 is a view showing a brace beam/connector member assembly positioned between a first stud and a second stud, with the connector members spaced from the studs;
- FIG. 4 is a view like FIG. 3 , but showing a first connector member inside of the first stud and the web of the second member against the web of the second stud, and the brace beam extending at a diagonal to the first and second studs;
- FIG. 5 is a fragmentary exploded view of a portion of a stud, a connector member and the end portion of a diagonal brace beam;
- FIG. 6 is a view like FIG. 1 , but showing channel shape diagonal brace beams that do not include lips;
- FIG. 7 is a view like FIGS. 2 and 6 , showing the webs of the brace beams directed upwardly instead of downwardly;
- FIG. 8 is a view like FIGS. 3 and 4 minus the studs and showing one half of a center assembly
- FIG. 9 is a modified insert comprising a pair of vertically spaced apart brace beams extending between a pair of horizontally spaced apart connector members;
- FIG. 10 is a sectional view taken substantially along line 10 - 10 of FIG. 9 , showing the assembly of FIG. 9 being placed between two studs;
- FIG. 11 is a view like FIG. 10 , showing one of the studs being bolts so as to permit the second end portion of the brace beam assembly to be swung into place between the two studs;
- FIG. 12 is a view like FIG. 11 , showing the brace beam assembly between the two studs;
- FIG. 13 is a view like FIG. 12 , but showing the second stud relaxed to take the bow out of it;
- FIG. 14 is a side elevational view of FIG. 10 ;
- FIG. 15 is a side elevational view of FIG. 12 ;
- FIG. 16 is a side elevational view of FIG. 13 ;
- FIG. 17 is a fragmentary view of the center portion of FIG. 1 , showing two of the assemblies shown by FIG. 8 position to create a center assembly or pair of crossing diagonal brace beam assemblies.
- FIG. 1 shows a framing wall comprising an upper track or “header” 10 , a lower track or “footer” 12 , and a plurality of studs 14 .
- the lower ends of the studs 14 fit down into the footer 12 and the upper ends of the studs 14 fit up into the header 10 .
- Screws (some of which are designated) S are used to secure the header 10 and the footer 12 to the studs 14 .
- the framing members 10 , 12 , 14 are made from sheet metal, preferably steel.
- the members 10 , 12 are channels composed of a web and a pair of flanges that extend perpendicular from the web, giving the members 10 , 12 a U-shaped cross section. As best shown by FIG.
- the studs 14 may be in the nature of lipped channels. They are each composed of a web 16 , a pair of flanges 18 , 20 and a pair of lips 22 , 24 .
- the flanges 18 , 20 are parallel to each other and perpendicular to the webs of the members 10 , 12 .
- the lips 22 , 24 are parallel to the web 16 and are perpendicular to the flanges 22 , 24 .
- Screw fasteners S extend through the flanges of the header 10 and screw into the upper ends of the flanges of the studs 14 . In similar fashion, screw fasteners S extend through the flanges of the footer 12 and screw into the lower ends of the flanges of the studs 14 . What has been described so far is conventional structure.
- a diagonal brace member 26 is provided to be positioned between adjacent studs 14 .
- Each brace beam section 26 has a connector 28 at one of its ends and a connector 30 at its other end.
- the ends of the brace beam section 26 may be pivotally connected to the connector members 28 , 30 by bolts 32 .
- the connector 28 is sized to fit inside of the stud 12 , between the lips 22 , 24 .
- Connector 28 preferably is a channel member having a web 32 and two flanges 34 , 36 each extending perpendicular from the web 32 .
- the brace beam section 26 may be a lipped channel member ( FIGS. 5 and 2 ) or a plain channel member ( FIGS.
- Channel members may have their webs directed downwardly ( FIGS. 2 and 6 ) or may have them directed upwardly ( FIG. 7 ).
- the ends of the brace beam section 26 are connected to the connector members 28 , 30 by screw fasteners 31 that extend through the flanges of the connectors 28 , 30 and screw into the flanges of the brace member 28 .
- a brace member assembly 26 , 28 , 30 is positioned between a pair of studs 14 , in the manner shown by FIG. 3 . Then, the connector 28 is moved into the adjacent stud 14 and its web 31 is placed against the web 16 of the stud 14 .
- the plurality of brace beam assemblies 26 , 28 , 30 together form a diagonal line of brace beam sections 26 that extend from one upper corner of the wall down to the lower corner at the opposite end of the wall.
- the brace beam section 26 ′ may be a plain channel member, composed of only a web 40 and a pair of flanges 42 , 44 , and the web 40 may be directed downwardly ( FIG. 6 ). Or, the web 40 may be directed upwardly ( FIG. 7 ).
- FIG. 8 shows one half of a center assembly 46 . It comprises a pair of brace beam members 48 , 50 and three connector members 52 , 54 , 56 .
- the ends of brace beam section 48 is pivotally connected at its ends to connector 52 and connector 54 .
- Brace beam section 50 is pivotally connected at its ends to connector 52 and connector 56 .
- FIG. 17 shows a first assembly 46 positioned between the center stud 14 ′ of a wall and the adjacent stud 14 ′ on the left side of the center stud 14 ′.
- a second assembly 46 is turned upside down and positioned between center stud 14 ′ and the adjacent stud 14 ′′ on the right side of the center stud 14 ′.
- the connectors 52 , 54 , 56 are connected to the studs 14 ′, 14 ′′, 14 ′′′ in the same manner that the connectors 28 , 31 are connected to the studs 14 in FIG. 4 .
- the brace beam sections 48 are on a diagonal line extending from a lower corner at one end of the wall to an upper corner at the opposite end of the wall.
- Brace beam sections 50 extend from an upper corner at the first end of the wall to a lower corner at the opposite end of the wall.
- Additional brace beam assemblies 26 , 28 , 30 are added to the ends of the brace beam sections 48 and 50 to complete the diagonal braces.
- FIGS. 9-16 relate to another embodiment of the invention.
- the brace beam assembly 70 comprises at least one diagonal brace beam section that is rigidly connected at its ends to connectors 76 , 78 .
- the assembly 70 includes a pair of brace beam sections 72 , 74 . Each is welded or otherwise rigidly connected at its ends to the connectors 76 , 78 .
- the connectors 76 , 78 are channel members having webs 80 , 82 and flanges 84 , 86 , 88 , 90 .
- the brace beam sections 72 , 74 are channel members or tubular members. The channel members may have the webs directed either upwardly or downwardly.
- the end portions of the beam sections 72 , 74 fit within the connectors 82 , 84 , between the flanges 84 , 86 and 88 , 90 , as shown in FIGS. 10-13 .
- FIGS. 10-16 The embodiment of FIGS. 10-16 is installed in the following manner.
- the end of the assembly that includes connector 76 is installed inside of a first stud 14 that opens towards the closed side of a second stud 14 ( FIG. 10 ).
- the end of the assembly 70 that includes connector 78 is rotated while the stud 14 is bowed outwardly ( FIG. 11 ). It is rotated until it is in a position between the two studs 14 .
- the force on the second stud 14 causing it to bow is released, allowing the second stuff 14 to move with its web 16 against the web 82 of the connector 78 ( FIG. 13 ).
- screw fasteners are used to connect the studs 14 to the connectors 76 , 78 .
- FIGS. 10-16 As can be seen from FIGS.
- a plurality of the brace beam assemblies 70 may be installed in a stud wall starting from its left end and continuing over to its right end. This would provide upper and lower diagonal lines of brace beam sections extending from the upper left corner of the wall to the lower right corner of the wall.
- the term “flanges” is to be interpreted to include opposite sidewalls of a rectangular tubular member.
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Abstract
One or more diagonal brace beam sections (26) extend between a pair of connectors (32). One of the connectors is placed inside of a first stud (14) that opens towards a closed side of the next stud (14) the second connector member (32) abuts against the web of the second stud (14). The connectors (32) are connected to the studs (14) by screw fasteners or some other suitable form of fasteners. The several diagonal brace beam sections (26) form an internal brace beam for the wall that extends from an upper corner at one end of the wall downwardly to a lower corner at the opposite end of the wall.
Description
- This invention relates to framing walls comprising horizontal and vertical sheet metal framing members. More particularly, it relates to framing walls in which bracing beam sections are provided between the studs for bracing the wall along a diagonal line or lines.
- U.S. Pat. No. 5,784,850, granted Jul. 28, 1998, to
- William L. Elderson, and U.S. Pat. No. 6,021,618, granted Feb. 8, 2000, to William L. Elderson, show prior art framing that includes a bracing member extending horizontally through openings in the webs of sheet metal studs. Some walls need to be braced better than other walls, e.g. walls that are subjected to high wind loads. A known way of bracing these walls is to attach diagonal sheet metal straps to the flanges of the studs on one or both sides of the wall. Wall board is installed over the straps. A problem with this practice is that the straps distort the wall board enough that it is no longer planar and this can be seen. An object of the present invention is to provide a bracing system for a framing wall comprising diagonal braces which are positioned between the studs so that exterior straps and the distortion to the wall board that they cause are eliminated.
- There is a need for an improved way of bracing a framing wall without the use of openings in the webs of the studs or straps on the outsides of the studs. The principal object of the present invention is to meet this need.
- A wall structure of the present invention includes first and second sheet metal studs, each in the form of a channel having a closed side formed by a web and an open side formed by and between spaced apart flanges. The open side of the first stud faces the closed side of the second stud. A first connector member is positioned inside the first stud. It has a web that is connected to the web of the first stud and a pair of flanges that project from said web towards the second stud. A second member has a web that is connected to the web of the second stud and a pair of flanges projecting from said web towards the first stud. A brace beam extends between the studs and connector members. The brace beam has a first end that is inside the first connector member and a second end that is inside the second connector member. The flanges of the first connector member are connected to the first end of the brace beam and the flanges of the second connector member are connected to the second end of the brace beam.
- In one embodiment, the web of the first connector member is connected to the web of the first stud by screw fasteners and the web of the second connector member is connected to the web of the second stud by screw fasteners. It is also within the scope of the invention to weld the brace beam to the first and second connector members. According to an aspect of the invention, the flanges of the first connector member are connected to the first end of the brace by a screw fasteners and the flanges of the second connector member are connected to the second end of the brace beam by screw fasteners.
- Preferably, the brace beam extends at a diagonal to the first and second studs.
- In preferred form, the first and second studs each includes inwardly directed lips on the flanges extending parallel to each other and to the web and perpendicular to the flanges.
- According to an aspect of the invention, the ends of the brace beams are connected to the connector members by screw fasteners which extend through the side flanges of the connector members and screw into the side flanges of the brace beam, forming a pivotable connection between the connector members and the ends of the brace beam. This allows the brace beam to be positioned substantially vertically between a pair of studs. Then, the brace beam is rotated to allow placement of the first connector member inside of the first stud and the web of the second connector against the web of the second stud. The brace beam is of such a length that when the webs of the connectors are against the webs of the studs, the brace beam extends at a diagonal to the first and second studs. Then, screw fasteners are used to connect the studs to the two connector members, to in that manner connect the ends of the brace beam to the two studs.
- In another embodiment of the invention, the ends of brace beams are welded to connector members, one of which is inserted into a first stud and the other of which is connected to the web on the outside of a second stud. The sheet metal material is resilient enough to allow positioning of the brace beam between two studs, with the connector at one end of the brace beam inside of the first stud, and placement of the connector at the second end against the outer surface of the web of the second stud.
- Other objects, advantages and features of the invention will become apparent from the description of the illustrated embodiments, set forth below, from the drawings, from the claims and from the principles that are embodied in the specific structures that are illustrated and described.
- Like reference numerals are used to designate like parts throughout the several views of the drawing, and:
-
FIG. 1 is an elevational view of a framing wall formed of upper and lower tracks, vertical studs and diagonal brace beams between the studs; -
FIG. 2 is a sectional view taken substantially along line 2-2 ofFIG. 1 ; -
FIG. 3 is a view showing a brace beam/connector member assembly positioned between a first stud and a second stud, with the connector members spaced from the studs; -
FIG. 4 is a view likeFIG. 3 , but showing a first connector member inside of the first stud and the web of the second member against the web of the second stud, and the brace beam extending at a diagonal to the first and second studs; -
FIG. 5 is a fragmentary exploded view of a portion of a stud, a connector member and the end portion of a diagonal brace beam; -
FIG. 6 is a view likeFIG. 1 , but showing channel shape diagonal brace beams that do not include lips; -
FIG. 7 is a view likeFIGS. 2 and 6 , showing the webs of the brace beams directed upwardly instead of downwardly; -
FIG. 8 is a view likeFIGS. 3 and 4 minus the studs and showing one half of a center assembly; -
FIG. 9 is a modified insert comprising a pair of vertically spaced apart brace beams extending between a pair of horizontally spaced apart connector members; -
FIG. 10 is a sectional view taken substantially along line 10-10 ofFIG. 9 , showing the assembly ofFIG. 9 being placed between two studs; -
FIG. 11 is a view likeFIG. 10 , showing one of the studs being bolts so as to permit the second end portion of the brace beam assembly to be swung into place between the two studs; -
FIG. 12 is a view likeFIG. 11 , showing the brace beam assembly between the two studs; -
FIG. 13 is a view likeFIG. 12 , but showing the second stud relaxed to take the bow out of it; -
FIG. 14 is a side elevational view ofFIG. 10 ; -
FIG. 15 is a side elevational view ofFIG. 12 ; -
FIG. 16 is a side elevational view ofFIG. 13 ; and -
FIG. 17 is a fragmentary view of the center portion ofFIG. 1 , showing two of the assemblies shown byFIG. 8 position to create a center assembly or pair of crossing diagonal brace beam assemblies. -
FIG. 1 shows a framing wall comprising an upper track or “header” 10, a lower track or “footer” 12, and a plurality ofstuds 14. The lower ends of thestuds 14 fit down into thefooter 12 and the upper ends of thestuds 14 fit up into theheader 10. Screws (some of which are designated) S are used to secure theheader 10 and thefooter 12 to thestuds 14. Theframing members members members 10, 12 a U-shaped cross section. As best shown byFIG. 2 , thestuds 14 may be in the nature of lipped channels. They are each composed of aweb 16, a pair offlanges lips flanges members lips web 16 and are perpendicular to theflanges header 10 and screw into the upper ends of the flanges of thestuds 14. In similar fashion, screw fasteners S extend through the flanges of thefooter 12 and screw into the lower ends of the flanges of thestuds 14. What has been described so far is conventional structure. - Referring to
FIG. 3 , adiagonal brace member 26 is provided to be positioned betweenadjacent studs 14. Eachbrace beam section 26 has aconnector 28 at one of its ends and aconnector 30 at its other end. The ends of thebrace beam section 26 may be pivotally connected to theconnector members bolts 32. As shown byFIGS. 2 and 5 , theconnector 28 is sized to fit inside of thestud 12, between thelips Connector 28 preferably is a channel member having aweb 32 and twoflanges web 32. Thebrace beam section 26 may be a lipped channel member (FIGS. 5 and 2 ) or a plain channel member (FIGS. 6 and 7 ), or a tubular member (not shown). Channel members may have their webs directed downwardly (FIGS. 2 and 6 ) or may have them directed upwardly (FIG. 7 ). As shown byFIG. 2 , the ends of thebrace beam section 26 are connected to theconnector members screw fasteners 31 that extend through the flanges of theconnectors brace member 28. Abrace member assembly studs 14, in the manner shown byFIG. 3 . Then, theconnector 28 is moved into theadjacent stud 14 and itsweb 31 is placed against theweb 16 of thestud 14. Then, screw fasteners are used to connect thewebs FIG. 2 . After theconnector 28 is in place within itsstud 14, theconnector 30 is positioned outwardly adjacent theweb 16 of thesecond stud 14. Again,screw fasteners 31 are used to connect the connector web to the stud web, as shown inFIG. 2 . As shown byFIG. 1 , the plurality ofbrace beam assemblies brace beam sections 26 that extend from one upper corner of the wall down to the lower corner at the opposite end of the wall. - As previously stated, the
brace beam section 26′ may be a plain channel member, composed of only aweb 40 and a pair offlanges web 40 may be directed downwardly (FIG. 6 ). Or, theweb 40 may be directed upwardly (FIG. 7 ). -
FIG. 8 shows one half of acenter assembly 46. It comprises a pair ofbrace beam members connector members brace beam section 48 is pivotally connected at its ends toconnector 52 andconnector 54.Brace beam section 50 is pivotally connected at its ends toconnector 52 andconnector 56.FIG. 17 shows afirst assembly 46 positioned between thecenter stud 14′ of a wall and theadjacent stud 14′ on the left side of thecenter stud 14′. Asecond assembly 46 is turned upside down and positioned betweencenter stud 14′ and theadjacent stud 14″ on the right side of thecenter stud 14′. Theconnectors studs 14′, 14″, 14′″ in the same manner that theconnectors studs 14 inFIG. 4 . As shown byFIG. 17 , thebrace beam sections 48 are on a diagonal line extending from a lower corner at one end of the wall to an upper corner at the opposite end of the wall.Brace beam sections 50 extend from an upper corner at the first end of the wall to a lower corner at the opposite end of the wall. Additionalbrace beam assemblies brace beam sections -
FIGS. 9-16 relate to another embodiment of the invention. Referring first toFIG. 9 , thebrace beam assembly 70 comprises at least one diagonal brace beam section that is rigidly connected at its ends toconnectors FIGS. 9-16 , theassembly 70 includes a pair ofbrace beam sections connectors FIGS. 10-13 , theconnectors members having webs flanges brace beam sections beam sections connectors flanges FIGS. 10-13 . - The embodiment of
FIGS. 10-16 is installed in the following manner. The end of the assembly that includesconnector 76 is installed inside of afirst stud 14 that opens towards the closed side of a second stud 14 (FIG. 10 ). Then, the end of theassembly 70 that includesconnector 78 is rotated while thestud 14 is bowed outwardly (FIG. 11 ). It is rotated until it is in a position between the twostuds 14. Then the force on thesecond stud 14 causing it to bow is released, allowing thesecond stuff 14 to move with itsweb 16 against theweb 82 of the connector 78 (FIG. 13 ). Then, screw fasteners are used to connect thestuds 14 to theconnectors FIGS. 14-16 , a plurality of thebrace beam assemblies 70 may be installed in a stud wall starting from its left end and continuing over to its right end. This would provide upper and lower diagonal lines of brace beam sections extending from the upper left corner of the wall to the lower right corner of the wall. Herein, the term “flanges” is to be interpreted to include opposite sidewalls of a rectangular tubular member. - The illustrated embodiments are only examples of the present invention and, therefore, are non-limitive. It is to be understood that many changes to the particular structure, materials and features of the invention may be made without departing from the spirit and scope of the invention. Therefore, it is my intention that my patent rights not be limited by the particular embodiments that are illustrated and described herein, but rather are to be determined by the following claims, interpreted according to accepted doctrines of patent claim construction, including use of the doctrine of equivalents.
Claims (9)
1-24. (canceled)
25. A wall structure, comprising:
first and second sheet metal studs, each in the form of a channel having a closed side formed by a web and an open side formed by and between spaced apart flanges that are connected to the web;
wherein the first and second studs each includes inwardly directed lips on the flanges extending parallel to each other and to the web and perpendicular to the flanges;
said open side of the first stud facing the closed side of the second stud;
a first connector member configured to be positioned inside of the first stud, said first connector member having a web configured to be positioned against the web of the first stud and a pair of flanges that project from said web towards the second stud;
a second connector member having a web configured to be positioned against the web of the second stud and a pair of flanges projecting from said web towards the first stud;
a brace beam having a first end configured to fit inside the first connector member and a second end configured to fit inside the second connector member;
wherein the first connector member is connected to the first end of the brace beam by a fixed first connection and the second connector member is connected to the second end of the brace beam by a second fixed connection;
wherein the first connector member is insertable sideways part way into the open side of the first stud, wherein the second stud is springable away from the first stud, and wherein the brace beam is swingable sideways to more the first connector member inside of the first stud with its web against the web of the first stud and place the web of the second connector member against the web of the second stud, and wherein the second stud is then springable back towards the first stud so as to place the web of the second stud against the web of the second connector; and
wherein the first connector member is connectable to the first stud and the second connector member is connectable to the second stud.
26. The wall structure of claim 25 , wherein the brace beam extends at a diagonal to the first and second studs.
27. the wall structure of claim 25 , wherein the brace beam is welded to the first and second connector members.
28. the wall structure of claim 26 ; wherein the brace beam is welded to the first and second connector members.
29. a wall structure, comprising:
first and second sheet metal studs, each in the form of a channel having a closed side formed by a web and an open side formed by and between spaced apart flanges that are connected to the web;
wherein the first and second studs each includes inwardly directed lips on the flanges extending parallel to each other and to the web and perpendicular to the flanges;
said open side of the first stud facing the closed side of the second stud;
a first connector member configured to be positioned inside of the first stud, said first connector member having a web configured to be positioned against the web of the of the first stud and a pair of flanges that project from said web towards the second stud;
a second connector member having a web configured to be positioned against the web of the second stud and a pair of flanges projecting from said web towards the first stud;
first and second spaced apart brace beams, each having a first end configured to fit inside the first connector member and a second end configured to fit inside the second connector member and a second end configured to fit inside the second connector member;
wherein the first connector member is connected to the first end of both brace beams by fixed connections and the second connector is connected to the second end of both brace beams by a fixed connections;
wherein the first connector member is a insertable sideways part way into the open of the first stud, wherein the second stud is springable away from the first stud, and wherein the brace beams and the connector members are swingable sideways to place the first connector member inside of the first stud with its web against the web of the first stud and place the web of the second connector member against the web of the second stud, and wherein the second stud is then springable back towards the first stud so as to place the web of the second stud against the web of the second connector; and
wherein the first connector member is connectable to the first stud and the second connector member is connectable to the second stud.
30. The wall structure of claim 29 , wherein the first and second brace beams extend in a diagonal to the first and second studs.
31. The wall structure of claim 30 wherein the brace beams are welded to the first and second connector members.
32. The wall structure of claim 31 wherein the two brace beams are welded to the first and second connector member
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US12/284,318 US20090025331A1 (en) | 2005-08-27 | 2008-09-22 | Bracing beams for sheet metal framing walls |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/212,421 US7428804B2 (en) | 2005-08-27 | 2005-08-27 | Sheet metal framing wall with bracing beams between the studs |
US12/284,318 US20090025331A1 (en) | 2005-08-27 | 2008-09-22 | Bracing beams for sheet metal framing walls |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US11/212,421 Division US7428804B2 (en) | 2005-08-27 | 2005-08-27 | Sheet metal framing wall with bracing beams between the studs |
Publications (1)
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US20090025331A1 true US20090025331A1 (en) | 2009-01-29 |
Family
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Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
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US11/212,421 Expired - Fee Related US7428804B2 (en) | 2005-08-27 | 2005-08-27 | Sheet metal framing wall with bracing beams between the studs |
US12/284,318 Abandoned US20090025331A1 (en) | 2005-08-27 | 2008-09-22 | Bracing beams for sheet metal framing walls |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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US11/212,421 Expired - Fee Related US7428804B2 (en) | 2005-08-27 | 2005-08-27 | Sheet metal framing wall with bracing beams between the studs |
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Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10422136B2 (en) | 2017-02-13 | 2019-09-24 | Dennis LeBlang | Metal framing connections between members |
US11391038B2 (en) | 2009-06-22 | 2022-07-19 | Dennis LeBlang | Spacer braces for walls, joists and trusses |
US11060281B2 (en) | 2016-04-04 | 2021-07-13 | Dennis LeBlang | Spacer braces in tandem for walls, joists and trusses |
DE102009004073C5 (en) * | 2009-01-02 | 2016-05-25 | Neumann & Müller Gmbh & Co. Kg | Coupling and mounting system for suspension points |
US9290926B2 (en) | 2013-04-29 | 2016-03-22 | Int'l Joist Armor Systems Inc. | Cross braced joist hanger |
US8863438B1 (en) | 2013-10-29 | 2014-10-21 | Floating Door, LLC | Apparatus and method of construction of an overhead door |
US9103108B2 (en) | 2013-11-22 | 2015-08-11 | Simpson Strong-Tie Company, Inc. | Drywall backing connector for steel studs |
WO2015135054A1 (en) * | 2014-03-14 | 2015-09-17 | Int'l Shear Lock Systems Inc. | Modular wall stud brace |
US11028580B2 (en) * | 2018-05-25 | 2021-06-08 | Fortress Iron, Lp | Deck frame with integral attachment tabs |
US11512468B2 (en) * | 2021-03-22 | 2022-11-29 | Truss Brace Solutions, Llc | Truss bracing system |
US20230056386A1 (en) * | 2021-08-20 | 2023-02-23 | Roof Asset Management Usa, Ltd. | Insulation panel for use in building construction. |
Citations (12)
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US2963127A (en) * | 1957-12-24 | 1960-12-06 | Manville George Dewey | Variable length brace |
US3840124A (en) * | 1972-10-27 | 1974-10-08 | Triax Co | Knock-down storage frame, components therefor, and method of assembly |
US3867803A (en) * | 1973-09-27 | 1975-02-25 | Richardson Lumber Company | Flat joist truss with rounded load-transfer surfaces |
US4007570A (en) * | 1974-02-25 | 1977-02-15 | Rondo Building Services Pty. Limited | Support for nogging strips in wall frames |
US4014089A (en) * | 1975-02-21 | 1977-03-29 | Kajima Corporation | Method of connecting beams and columns of steel frame construction |
US4143500A (en) * | 1978-03-13 | 1979-03-13 | Sanford Arthur C | End bearing construction for truss |
US5189857A (en) * | 1991-07-17 | 1993-03-02 | Herren Thomas R | Flush mount bridging and backing |
US5692341A (en) * | 1995-03-02 | 1997-12-02 | Fge Backerboard Co. | Wall panel support member and method of use |
US6189277B1 (en) * | 1998-12-07 | 2001-02-20 | Palo Verde Drywall, Inc. | Firestop cavity occlusion for metallic stud framing |
US6260318B1 (en) * | 2000-01-12 | 2001-07-17 | Thomas Ross Herren | Unitary metal bridge, fire stop and backing device |
US6705056B2 (en) * | 2001-10-19 | 2004-03-16 | Kathy M. Tollenaar | Drywall backing apparatus and method of installing same |
US7127862B2 (en) * | 2001-11-21 | 2006-10-31 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
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GB2174428A (en) * | 1985-01-21 | 1986-11-05 | Michael Alan Smith | Partition component connector for releasably mounting eg panels or transoms |
-
2005
- 2005-08-27 US US11/212,421 patent/US7428804B2/en not_active Expired - Fee Related
-
2008
- 2008-09-22 US US12/284,318 patent/US20090025331A1/en not_active Abandoned
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2963127A (en) * | 1957-12-24 | 1960-12-06 | Manville George Dewey | Variable length brace |
US3840124A (en) * | 1972-10-27 | 1974-10-08 | Triax Co | Knock-down storage frame, components therefor, and method of assembly |
US3867803A (en) * | 1973-09-27 | 1975-02-25 | Richardson Lumber Company | Flat joist truss with rounded load-transfer surfaces |
US4007570A (en) * | 1974-02-25 | 1977-02-15 | Rondo Building Services Pty. Limited | Support for nogging strips in wall frames |
US4014089A (en) * | 1975-02-21 | 1977-03-29 | Kajima Corporation | Method of connecting beams and columns of steel frame construction |
US4143500A (en) * | 1978-03-13 | 1979-03-13 | Sanford Arthur C | End bearing construction for truss |
US5189857A (en) * | 1991-07-17 | 1993-03-02 | Herren Thomas R | Flush mount bridging and backing |
US5692341A (en) * | 1995-03-02 | 1997-12-02 | Fge Backerboard Co. | Wall panel support member and method of use |
US6189277B1 (en) * | 1998-12-07 | 2001-02-20 | Palo Verde Drywall, Inc. | Firestop cavity occlusion for metallic stud framing |
US6260318B1 (en) * | 2000-01-12 | 2001-07-17 | Thomas Ross Herren | Unitary metal bridge, fire stop and backing device |
US6705056B2 (en) * | 2001-10-19 | 2004-03-16 | Kathy M. Tollenaar | Drywall backing apparatus and method of installing same |
US7331149B2 (en) * | 2001-10-19 | 2008-02-19 | Kathy M. Tollenaar | Drywall backing apparatus and method of installing same |
US7127862B2 (en) * | 2001-11-21 | 2006-10-31 | Eluterio Saldana | Connectors, tracks and system for smooth-faced metal framing |
Also Published As
Publication number | Publication date |
---|---|
US20070044417A1 (en) | 2007-03-01 |
US7428804B2 (en) | 2008-09-30 |
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STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |