Abstract: A framing system for adjustably connecting building components comprising an outer stud, an interior support member, and a connecting clip.

Abstract: The invention relates to a wall framing system (1), comprising a channel member (2 and a stud member (6) for interconnection with said channel member (2), the stud member (6) being insertable between side walls (4, 5) of the channel member (2), and comprising locking means or members (10) for fixating the stud member (6) to the channel member (2), where said locking members (10) are arranged to exert a force on inner surfaces (11, 12) of the side walls (8, 9) of the stud member (6) such that, when the locking means (10) are engaged with the stud member (6), outer surfaces (13, 14) of the side walls (8, 9) of the stud member (6) are pressed against inner surfaces (15, 16) of the side walls (4, 5) of the channel member (2) thereby achieving a frictional engagement between the contacting surfaces of the stud member (6) and the channel member (2). The invention also relates to a stud member (6) for use in a wall framing system (1) as described above.

Abstract: Disclosed herein is an elongated C-shaped backing stud having a plurality of receiving notches positioned along its outer flanges. The backing stud is fastened to the studs of a sheet metal wall assembly by means of a plurality of fasteners, and such that the plurality of studs of the wall assembly abuts a planar web portion of the backing stud. The backing stud may be characterized in that (i) the ratio of the width of the web portion to the width of the backing stud flanges ranges from about 8 to 16, (ii) the ratio of the width of the backing stud flanges to width of the outer returns is at least about one, and (iii) the ratio of the width of the plurality of studs to the width of the outer returns ranges from about 6 to 8. The backing stud is configured to support wall hung grab bars, hand rails, cabinets, shelves, and the like.

Abstract: An apparatus for bracing a masonry wall that is bowing or has begun to buckle as a result of hydrostatic pressure and/or other forces as may occur with the foundation or basement wall of a building. The wall restraint system includes a vertically disposed beam, which is positioned against a vertical concrete masonry wall and secured in place by a bottom bracket and a top bracket. The beam reinforces the wall and prevents further bowing, buckling, or potentially collapsing of the wall. One end of the beam is secured to the floor by a bottom bracket. The bottom bracket preferably receives the lower end of the beam. The upper end of the beam is secured against the basement wall by a top bracket or offset connector, which in turn is secured to one of the overhead floor joists. The beam may be offset to avoid piping or the like.

Abstract: A hanger for supporting a held member from a holding member is provided with a seat member adapted for supporting the held member, first and second side members connected to the seat member, the first and second side members having lower portions and upper portions, the lower portions of the first and second side members each having inner an face and an outer face with the inner faces facing each other, and the upper portions of the first and second side members being connected to first and second back flanges respectively, the upper portions of the first and second side members each having an inner face and an outer face, and the first and second back flanges being adapted to be connected to the holding member by a plurality of fasteners, wherein the inner faces of the lower portions of the first and second side members and the inner faces of the upper portions of the first and second side members form reflex angles with each other.

Abstract: Modular structural components and structural connections including chords and forming strips, double chord beams, double beam connectors and modular structural assemblies constructed of double beam chords and connectors and forming modular wall, floor/ceiling and roof assemblies. Each chord has a generally elongated square main body of four main walls surrounding a central bore and having a T-slot structure adapted to accept a bolt type fastener extending along each exterior main surface. Each forming strip is an elongated plate formed into strip segments oriented at right angles to each other and forming a W-shaped corner region, a face region with a bolt hole and an attachment region, each region forming a mating bearing surface with a surface of a chord.

Abstract: A metal panel generally constructed from sheet material, such as sheet metal, and assemblies thereof which can be used to construct an enclosure, and specifically a no-through-metal enclosure. There is also provided methods for constructing a floor, walls, and roof of a no-through-metal enclosure utilizing such panels or construction techniques. The construction can still utilize metal fasteners such as rivets, bolts, or screws for maintaining strength which still maintaining the no-through-metal construction.

Abstract: A stud spacer for use in a wall structure. The stud spacer includes a pair of opposed projections. The respective projections of the stud spacer interconnect with similar projections from adjacent stud spacers to form an interconnected series of stud spacers that extend through the studs that comprise the wall structure. When connected, each projection extends through an opening in an adjacent projection and a locking surface or locking tab associated with one projection seats in or against a stop or seat formed in the other projection.

Abstract: Modular structural components and structural connections including chords and forming strips. Each chord has a generally elongated square main body of four main walls surrounding a central bore and having a T-slot structure adapted to accept a bolt type fastener extending along each exterior main surface. Each forming strip is an elongated plate formed into strip segments oriented at right angles to each other and forming a W-shaped corner region, a face region with a bolt hole and an attachment region, each region forming a mating bearing surface with a surface of a chord.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

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.

Abstract: An apparatus is disclosed for connecting truss rods and other rigid braces of an irrigation system, wherein the rods include shaft sections with enlarged cylindrical heads at the ends thereof and form part of a truss-type framework supporting a conduit. A coupling assembly for holding a pair of such truss rods together in axial alignment is disclosed and includes a top plate and a bottom plate clamped together with a connecting bolt having a non-circular collar. The collar on the bolt cooperates with similarly shaped holes in the plates of the coupling assembly to prevent relative rotation between the plates and also between the bolt and the coupling assembly. The bolt includes a head with a hexagonal drive recess for use with an appropriate driving tool.

Abstract: A floor system includes a pair of joist rim assemblies each having a web defining a first surface. The web also includes a mounting portion defining a second surface offset from the first surface. The joist rim may also include a prong defining a slot along with the web. A joist connector bracket is received within the slot and is connectable to the mounting portion of the web. A joist extends between the pair of joist rim assemblies and is connected to the joist connector bracket of each joist rim assembly.

Abstract: A building system is provided such that a building designer, given the various loads a structure must bear, can determine and configure the components of the structure, such as walls, floors and roof trusses, and fabricate those components from chords and clips. The chords and clips are designed in such a way as to permit location of the clips at the desired locations within the chords as required to bear the load. Chords and clips with varying characteristics are provided for assembly of components with varying requirements.

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.

Abstract: Modular structural components and structural connections including chords and forming strips. Each chord has a generally elongated square main body of four main walls surrounding a central bore and having a T-slot structure adapted to accept a bolt type fastener extending along each exterior main surface. Each forming strip is an elongated plate formed into strip segments oriented at right angles to each other and forming a W-shaped corner region, a face region with a bolt hole and an attachment region, each region forming a mating bearing surface with a surface of a chord.

Abstract: A structural truss and method of forming a truss is disclosed. The truss includes an end configuration which does not rely on gluing components together. The end configuration is formed from a web which extends between the top and bottom chords of the truss and a connector system for connecting the web to both of those chords inwardly of the first ends of the chords. In another arrangement, the end configuration is a prefabricated end configuration comprised of top and bottom chord members and a web located between the top and bottom chord members.

Abstract: A bracket for reinforcing a wooden joist including a body having a central portion with a base wall. An upper portion is integrally formed with the central portion and has a first wall secured to and extending forwardly from the top of the base wall and a second wall secured to and extending from the front of the first wall. A notch in the top of the base wall extends upwardly through the first and second walls. A lower portion is integrally formed with the central portion and has a third wall secured to and extending at right angles from the bottom of the base wall and a fourth wall secured to and extending at right angles from the third wall. A brace is rigidly affixed to the base wall beneath the notch.

Abstract: A method and apparatus for installing backing in walls which include a first, second and third upright U-shaped stud. A first backing member has a first end, a second end, a top, a bottom, a first side and a second side. The first backing member is disposed between the first and second studs. A second backing member has a first end, a second end, a top, a bottom, a first side and a second side. The second backing member is disposed between said second and third studs. A hinge is operatively attached to the first side of the first and second backing members for permitting the second backing member to pivot with respect the first backing member between a first position wherein the first side of each of the first and second backing members are substantially in the same plane and a second position whereby the first and second backing members are not in the same plane. This permits the first backing member to be placed between a first and second adjacent vertical stud.

Abstract: A framed shear wall has a pair of crossed tension straps passing through the studs that make up the shear wall. The straps are preferably rods and are preferably attached to upstanding plates installed at the corners of the wall. Each of two straps is preferably attached to an opposite side of the upstanding plate such that the straps do not interfere with each other where the straps cross. The straps preferably include threaded ends and the upstanding plates preferably have threaded receptacles sized to accept the threaded ends of the straps such that the straps can be tensioned before and/or after installation. In one embodiment, the upstanding plates are bolted through a bottom surface of the wall into a threaded anchor plate at floor level, and the threaded anchor plate is attached to a top of a wall on a floor below.

Abstract: The present invention is a device and method for simultaneously spacing and bracing adjacent framing components. The disclosed device is an elongate U-shaped spacing member having a pivot tongue extending from one end of the spacing member and a free tongue extending from the other end. The pivot tongue incorporates a pivot plate with a pivotable connection means, and a hinge. The free tongue incorporates an attachment means. Optionally, both or either tongue may incorporate a locking tab.

Abstract: A novel system for constructing smooth-faced metal framing and novel connectors therefore. The system and connectors of the present invention utilize known metal framing or wall studs that demonstrate a U-channel configuration having a base, sidewalls and marginal lips that extend inward from the sidewalls. A variety structurally related connectors, comprising at least a connector body, base flange, and two lip receiving grooves, are described. These connectors are capable of interconnecting metal framing performing all framing functions including, without limitation, floor and ceiling joists, top and bottom plates, roof rafters, roof rims, window sills, trusses, headers and wall studs. The connectors lock into place within the stud and are secured from the inside using fasteners applied into the non-surface aspects of the stud. The stud connectors demonstrate three dimensional rigidity and a box-like fit within the metal framing studs to form joints that are strong, durable and precise.

Abstract: A connector for interconnecting two building members together. The connector, in one embodiment, includes first and second plates secured together. Each plate includes one or more elongated slots wherein the elongated slots of one plate are oriented at an angle of approximately 90° with respect to the slots formed in the other plate. Fasteners extend through the slots in the plates and connect the plates of the connector to two building members such as a horizontal building member and a vertical building member. Once connected, one of the building members is free to move with respect to the other building member while the connector is connected to the two building members. In another embodiment, the connector is slidable within a track. In this embodiment, a portion of the connector extends from the track and connects to one of the building members while the track connects to the other one of the building members.

Abstract: Column-beam building frame structure, wherein columns and beams are interconnected to distribute and share all lateral loads through collars that encircle columns at the nodal points of attachments between columns and beams. Each collar includes inner and outer components which seat, and gravity-lock together, during frame construction, and which also to offer a certain amount of immediate moment resistance to lateral loads. Tension bolt and nut assemblies lock the inner and outer collar components together, and with these assemblies in place, the collars (which circumsurround the beams) function to deliver beam moment loads as plural-position, angularly distributed compression loads to different side regions of columns.

Abstract: A novel system for constructing smooth-faced metal framing and novel connectors therefore. The system and connectors of the present invention utilize metal framing members or wall studs that demonstrate a U-channel configuration having a base, sidewalls, and marginal lips that extend inward from the sidewalls, and similarly configured framing tracks having a recessed channel along the sidewalls thereof. A variety structurally related connectors, comprising at least a connector body, lip and base flange are described. These connectors are capable of interconnecting metal framing members and tracks performing all framing functions including, without limitation, floor and ceiling joists, top and bottom plates, roof rafters, roof rims, window sills, trusses, headers and wall studs. The connectors lock into place within the member or track and are secured from the inside using fasteners applied into the non-surface aspects of the stud.

Abstract: A guardrail comprises two parallel metal tubes each having two lengthwise bent ends each having a fastening member, two inner abutment mechanisms each having a lengthwise abutment member and a mating fastening member at either end engaged with the fastening member for securing each metal tube and the corresponding abutment mechanism together, and a protective board having either end urged against the abutment member and the bent ends, thereby securing the protective board between the abutment mechanisms. Further, a number of variations are possible.

Abstract: The present invention provides an apparatus for spacing structural members, in particular roof trusses, during construction and for permanently bracing the same structural members. The apparatus comprises three longitudinal members with a top attachment tab at each end that is fastened to the top side of each structural member and a pair of flanges at each end that are fastened to the facing sides of each structural member. In particular, the apparatus includes portions that reinforce the ends of ends of the second and third longitudinal members. The apparatus is preferably made in a length that is standard for spacing roof trusses, most commonly a nominal 24?. This allows the apparatus to be attached to one roof truss, then another, and left to form permanent bracing over which roof sheathing can be laid.

Abstract: The present invention provides for an improved method of fabricating trusses. The improved trusses are made from elongated, tubular members forming the chords and/or webs. A metal connector plate is used to connect the chords and webs to form the truss. Further, modifications of the connector plates are used to facilitate the connection of trusses into truss assemblies. Additionally, other modifications of the connector plates are used to facilitate the connection of the trusses to the supporting structure.

Abstract: A wall structure adapted to be fabricated in sections or modules and comprises an upper member, a lower member, a plurality of studs interconnected between the upper and lower members with respective studs including openings therein, and at least one diagonal brace member extending through the openings within the studs and interconnected between opposed corners of the wall structure. Because the internal brace extends generally centrally through the plane of the wall, the wall structure is designed to carry loads concentrically from the point of applied loads to a foundation or other termination point.

Abstract: An extruded metal structural component has a hollow generally rectangular section with the sides of the rectangular section adapted to interlock and engage with other structural components of the same cross section. The generally rectangular section includes on one side a shallow “U” shaped channel and the opposite side includes a projecting portion for mating receipt in the “U” shaped channel of a second structural component. The structural component includes a downwardly extending securing flange for engaging and securing connecting members when two such structural components form the top and bottom chord of a structural beam.

Abstract: A connecting element for insertion into the ends of at least two hollow sections of different cross-section, in particular in the case of a middle node for an instrument panel transverse beam in automobile manufacture is such that a push-fit body is shape-formed—by way of extrusion of a light weight alloy, plastic or other extrudable material—on a frame with side walls extending in the direction of insertion, the push-fit body is of smaller cross-section than the frame and contains lengths of the frame walls. That frame preferably surrounds the push-fit body which in turn forms a corner of the frame. In addition, the frame may exhibit an integral frame bracket outside one frame side wall whereby the frame bracket walls are aligned with parallel frame walls.

Abstract: A metal building includes a joist system having upper and lower longitudinally extending chords, the upper and lower chords being substantially parallel, and a plurality of web members interposed between the parallel chords. Each of the chords includes an upper chord segment, opposed parallel side walls, inwardly extending lower chord segments, the lower chord segments being parallel to the upper chord segment, and a pair of flanges extending downwardly from the innermost edges of lower chord segments, the flanges defining a longitudinally extending continuous web receiving aperture traversing the length of the chord, the upper chord segment, lower chord segment, parallel side walls and flanges, the web receiving apertures of the upper and lower chords being positioned in opposed relationship.

Abstract: A one-piece connecting member is provided that bridges or spans a beam disposed between two aligned structural members. A tunnel is formed in the beam to receive a connecting member. The connecting member attaches directly to both of the opposed structural members by means of heavy fasteners without the need of intermediary brackets. The connecting member is formed to provide both compressive and tensile resistance, and can be formed from tube steel.

Abstract: A tie-down connecting elements (30) for tying down a truss relative to a wall frame is fixed between the webs (12) of the upper and lower Z-shaped chords (10) and includes a tongue portion (34) which extends downwardly through a slot (50) formed in the lower flange (16) of the lower chord (10) of the truss.

Abstract: A system for reinforcing, securing and stiffening a plurality of joists comprising a band extending across the top of a series of joists and connected to the joists and with a series of truss members attached to the underside of the band and extending between and abutting two adjacent joists.

Abstract: A structural framework, method for forming the framework and web member for the framework are disclosed. The web member has a body and tabs at each end of the body bent at a predetermined oblique angle with respect to an axis of the body. The tabs can include an ancillary connector to temporarily locate and hold the web member in position until the web member is secured in place. The method for forming the framework comprises defining a theoretical connection point on at least one chord of the framework which provides structural integrity, and connecting a web member to the chords at a web member connection point spaced from the theoretical connection point.

Abstract: A plate to reinforce a shear panel that has been weakened by an opening extending through the panel is provided. The plate is selected to have a shear load capacity greater than the shear panel without the opening. The plate has a plate opening similar to the panel opening, and is secured to the panel with a predetermined strength and arrangement of panel fasteners. The plate is sized to fit between adjacent structural members. Opposing side flanges extend outwardly from the plate. Flange fasteners of predetermined strength and spacings are used to secure the flanges to the structural members.

Abstract: A joist (10) comprises an upper chord (12), a lower chord (14) and a plurality of compression and tension webs (16/18) extending between the chords (12/14) and secured thereto by means of bolts (50). A single bolt (50) per connection or nodal point is used to secure the compression and tension webs (16/18) to the chords (12/14). The metal joist (10) can easily be assembled in a shop or directly on site without highly qualified labor.

Abstract: A guardrail comprises two parallel metal tubes each having two lengthwise bent ends each having a fastening member, two inner abutment mechanisms each having a lengthwise abutment member and a mating fastening member at either end engaged with the fastening member for securing each metal tube and the corresponding abutment mechanism together, and a protective board having either end urged against the abutment member and the bent ends, thereby securing the protective board between the abutment mechanisms. Further, a number of variations are possible.

Abstract: A web member for use in reinforcing a structural framework, such as a truss or a wall panel, comprised of beams and web members secured to the beams. A web member includes a support section with a longitudinally extending tab on each end thereof. The tabs are bent to engage inside surfaces of the beams for securement thereto as with screw fasteners whereby the web member is secured to and extends between beams of the truss.

Abstract: A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member.

Abstract: A tie-down connecting element (30) for tying down a truss relative to a wall frame is fixed between the webs (12) of the upper and lower Z-shaped chords (10) and includes a tongue portion (34) which extends downwardly through a slot (50) formed in the lower flange (16) of the lower chord (10) of the truss.

Abstract: An improved connector formed with a seat member that is stiffened by first and second reinforcing flanges that extend around first and second corners at either end of a third edge of the seat member, the first and second reinforcing flanges being connected to the third edge and to first and second edges that intersect with the third edge, the fist and second edges also having side members connected to the seat member. When used as a hanger, the connector includes a seat member, first and second backwall members which are connected to the supporting girder and first and second side members connected to the supported trusses. A flange member integrally connected to the seat provides further connection when a jack truss is supported.

Abstract: A construction beam includes a pair of lateral members and a resilient web extending therebetween, so as to present a cross-sectional profile corresponding to commonly used construction beam members (e.g., 2″×4″ or 2″×6″). The resilience of the web helps to attenuate sound transmission through the beam from one lateral member to the other. In particular, in a wall frame, the lateral members are mounted at opposite ends thereof to end plates consisting of other construction beams according to the present invention (i.e., a pair of lateral members with resilient web extending therebetween).

Abstract: A method and apparatus for installing backing in walls which include a first, second and third upright U-shaped stud. A first backing member has a first end, a second end, a top, a bottom, a first side and a second side. The first backing member is disposed between the first and second studs. A second backing member has a first end, a second end, a top, a bottom, a first side and a second side. The second backing member is disposed between said second and third studs. A hinge is operatively attached to the first side of the first and second backing members for permitting the second backing member to pivot with respect the first backing member between a first position wherein the first side of each of the first and second backing members are substantially in the same plane and a second position whereby the first and second backing members are not in the same plane. This permits the first backing member to be placed between a first and second adjacent vertical stud.

Abstract: A system (100) for positioning and securing angularly directed structural support members (20) to a longitudinally extended structural member (30) of a building includes at least a pair of mounting devices (105, 105′, 105″) respectively mounted to at least one longitudinally extended structural member (30). Each mounting device (105, 105′, 105″) includes a base plate (110) having a plurality of pairs of fixing members (120, 120′, 120″) disposed in spaced longitudinal relationship. A space (118) between each of the pairs of fixing members (120, 120′, 120″) is provided for receiving the angularly directed structural support member (20) therein. Each of the fixing members (120, 120′, 120″) are formed by angularly directed C-shaped channel members. Each channel member has a central web portion (130) bounded on two vertically directed sides by a pair of flanges (132) expending in a longitudinal direction.

Abstract: A clip is used to fasten a wall panel to a frame rail. The clip is fitted to the rail and has paul-like tabs which locate in apertures in a side wall of the rail. Corresponding apertures are provided on the edge of the wall. When the edge of the wall is inserted into the clip, the pawl-like tabs snap-fit through the apertures and into the apertures, thereby captively retaining the wall to the rail. Alternatively, the clip may be formed integrally with a rail by pressing out a flap from a side wall of the rail. Each flap has a pawl-like indent. Corresponding apertures are provided on the edge of a wall sheet. When the edge of the wall sheet is inserted between the flaps and the rail, the pawl-like indents locate in the apertures, thereby captively retaining the wall sheets to the rail.

Abstract: A construction beam includes a pair of lateral members and a resilient web extending therebetween, so as to present a cross-sectional profile corresponding to commonly used construction beams (e.g., 2″×4″ or 2″×6″). The resilience of the web helps to attenuate sound transmission through the beam from one lateral member to the other. In particular, in a wall frame, the lateral members are mounted at opposite ends thereof to end plates consisting of other construction beams according to the present invention. When the wall frame is used in a building structure, the lateral members of the end plates on the same side are attached to the surrounding structure, leaving the other side of the frame resiliently free floating. A wall is mounted on the free floating side of the wall frame so as to provide a resiliently free floating wall that acts as a sound attenuating absorber.

Abstract: A spanning or beam member for use in construction having a pair of opposing C-shaped flanges and a corrugated web. Laterally extended protrusions of the web strengthens the beam member by stiffening the web and increasing the load bearing forces that may be carried by the beam member without crushing. The C-shape of the flanges allows welding of the flanges to the protrusions of the web to reduce the unbraced and unstiffened size of the compression elements to allow for construction of beam members of a given strength out of thinner sheet material. An end plate secures to the opposing flanges and to the corrugated web interposed therebetween, providing a superior means for interconnecting the beam members.

Abstract: The elongated box frame structure of the present invention comprises a plurality of frame segments attached to at least one end piece. Preferably, two end pieces are attached, one at each end of the plurality of frame segments. The plurality of frame segments are attached to the end piece such that a column-like structure is formed. The inner space defined within the frame segments is substantially free of webbing. Instead, structural strength and stability is achieved by the attached end pieces. The end pieces of one elongated box frame structure are capable of removably connecting with the end piece of other similar elongated box frame structures to achieve varying framing heights and other dynamic configurations.