Abstract: A framing system for constructing at least a portion of a building. The framing system comprising beams, cross beams, corner posts, and inline posts. The beams including flanges and a wall arranged between the flanges. The cross beams including a flange and a wall attached to the flange. The corner posts including walls and flanges. The inline posts including flanges and a wall arranged between the flanges. The flanges include slots and the walls include open areas. Panels may attach to the slots. Decorative patterns may be integrally formed in the open areas.

Abstract: A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

Abstract: Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

Abstract: A cladded structure having rows of spaced-apart fixing devices with engagement members mounted to the support structure for supporting rows of partially overlapping cladding boards. Each row of cladding boards being supported by a respective row of fixing devices. Each cladding board having a recess being provided in and along its rear surface into which the engagement members of the fixing devices engage to support the cladding board on the support structure. Retaining gaps are formed between sections of the upper surface of each cladding board and protruding surfaces of the fixing devices supporting the next upper adjacent cladding board, and a plurality of resiliently deformable retaining components are located in a deformed state in at least one retaining gap associated with each cladding board to exert a downward force on the cladding boards to retain them in an engaged state with their fixing devices.

Abstract: An attachment strip for attaching lath to a wall and a system for attaching lath to a wall with increased water resistive characteristics. The attachment strip has protruding teeth on an attachment plate that holds the lath in place, and a mounting plate that secures the lath furring strip against the wall and framing. In addition, since attachment strip, instead of the lath directly, is secured to the sheathing, fewer mounting devices are needed compared to when a lath is directly secured to a sheathing, where substantially more mounting devices would be needed. Thus in this arrangement, fewer penetrations are created when installing the lath. Additional water resistive features, such insulation layers, and a drainage space surrounded by two water resistive barriers, create space that not only increases insulation, but protects the inner layers of a wall from damage.

Abstract: A wall stud for positioning between an opposing pair of formwork boards. The wall stud including a body and two side walls located on opposing sides of the body. Each side wall having an inner face and an outer face, wherein: the body has at least one opening adapted to receive at least one reinforcing rod. The outer face of the side walls are securable to a formwork board, and the body is affixed to approximately the center of the inner face of each side wall so that a horizontal cross-section of the stud is substantially an H shape.

Abstract: Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

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. Each of the intermediate web, first flange and second flange can include a number of different features that can enhance the structural and heat transfer characteristics of the metal stud.

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. Each of the intermediate web, first flange and second flange can include a number of different features that can enhance the structural and heat transfer characteristics of the metal stud.

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.

Abstract: A structural panel and method of making the same are disclosed wherein the structural panel has at least one frame member with receptor pockets extending therein. Ribs protruding from a lath are resiliently engaged within the receptor pockets thereby securing the lath against the frame member. A structural coating is secured to the lath thereby providing a labor-efficient, low-cost structural panel available for use for a number of different construction projects.

Abstract: Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

Abstract: A concrete stud wall system includes elongated mounting strips having mounting brackets that are pressure inserted through longitudinally spaced slots in the outer flanges of the studs and tracks for attaching a reinforcing mesh and encapsulated by a poured concrete panel.

Abstract: A wall system employing channel-reinforced lightweight precast concrete wall panels. The precast wall panels include a concrete slab, a pair of spaced-apart elongated generally parallel metallic side channels, and a plurality of spaced-apart elongated generally parallel metallic attachment channels. The side channels and attachment channels are partially embedded in the slab and extend substantially perpendicular to one another. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the attachment channels at locations where the framing members and attachment channels cross.

Abstract: Wall system employing lightweight precast concrete wall panels. The precast wall panels include a concrete slab and a plurality of spaced-apart elongated generally parallel bent sheet metal channels that are partially embedded in the slab. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the channels at locations where the framing members and channels cross.

Abstract: A composite construction panel having a thin panel of concrete material and a reinforcing grid of sheet metal studs with embedment portions which are actually embedded into the concrete panel, each of the studs having a web, main web openings through the web, a right angular flange formed on a free edge of the web, an embedment angled flange portion formed along the opposite edge of the web, an edge strip formed on the angled flange at an angle thereto; and, spaced apart angled flange openings formed in the angled flange for flow of concrete therethrough. An alternate form of stud has a triangular tube structure along one edge of the web. Another form of stud has a discontinuous webs defining spaces between them. In one embodiment two concrete panels may be secured to the studs in spaced relation to create a hollow structure.

Abstract: An elongated C-shaped structural member for cooperation with the inner wall or partition and ceiling of a structure to confine a fire and prevent its spreading, the C-shaped structural member having an intumescent thermal gasket positioned on its outer vertical web face, and parallel extending flanges on its opposing web face, the upper extending flange having a plurality of finger members formed on its surface, the finger members displaceable to a plane vertical to the upper flange member for extension into the troughs of the underside of the ceiling, the C-shaped structural member secured to the ceiling by the upper flange member such that the intumescent thermal gasket is juxtaposed adjacent the upper outer surface of the interior wall or partition, the C-shaped structural member, upstanding finger members and the troughs associated therewith being encapsulated with a fire retardant cementious composition.

Abstract: A construction system uses an elongate horizontal structural beam having a vertically oriented pair of side legs integrally joined to a base plate. The base plate lays abutting a structural ground surface with the side legs extending upwardly. The structural beam further comprising a number of horizontally spaced apart, tabs extending outwardly from the side legs. A number of elongate vertical structural beams, act as wall bearing members and have, integrally joined to a further base plate, a further pair of side legs adapted for abutting, at a first end, the first structural beam. Further tabs extend outwardly from the further side legs. Each of the tabs is derived as a cut-out portion of the side legs such that a major surface area of the tabs is positioned vertically or horizontally depending upon how the beam is positioned. A vertical concrete wall abuts the first and the second side legs and is positioned for enclosing all of the tabs for attachment of the beams to the wall.

Abstract: Provided is a composite building panel including, in accordance with a preferred embodiment, a planar concrete slab portion at the front and a plurality of elongated frame members at the rear. Each frame member includes a first end and an opposite second end that define a length therebetween, and a front side and a rear side which define a width therebetween which is less than the length. The front side of each frame member is imbedded in the concrete slab portion along the entire length of the frame member, and the rear side of each frame member is oriented opposite from the concrete slab portion. The frame members are, in accordance with preferred embodiments, all oriented on one side of the concrete slab portion and function to reinforce the concrete slab portion; to define cavities therebetween for the installation of plumbing, electrical wiring, and insulation; and to provide for the attachment of wallboard.

Abstract: An improved horizontal support member for a demountable wall system which decreases the number of pieces which must be cut and folded, and subsequently assembled, to form a frame to which the gypsum board panels of the wall are assembled while increasing the strength and stability of the wall. The support member is formed from an elongate sheet of metal by making a series of longitudinal cuts in the metal and then folding the cut metal edges along lines which are substantially parallel to the longitudinal cuts to form first and second bars. The space between longitudinal cuts acts as a spacer to maintain the first and second bars in spaced, substantially parallel relationship.

Abstract: A demountable wall system having studs and component parts capable of being used as a fully reinforced or edge grip system simply by turning the studs over. The studs are provided with cut-outs for receiving either the angled member of a suspension clip or receiving the ends of horizontal support members between a retaining member extending outwardly from the stud representing the cut-out portion of the stud and the surface of the stud. In both configurations, a gypsum board panel is supported by the suspension clip, which includes a gang nail plate which is driven into the panel, having the angled member thereof resting either directly in the cut-out of the stud or on a horizontal bar member which rests on the stud.

Abstract: A precast panel having a slab of cast material having a first surface, and a plurality of steel studs on one side, the steel studs having two angle members parallel to one another, a plurality of struts extending from one angle member to the other, openings between the struts, junction flanges extending from one of the angle members, and a locking strip formed on the junction flange, the locking strip defining an acute angle with the first surface of the slab and junction flange being embedded in the cast material, and the junction flange being discontinuous and defining openings through which the cast material extends to integrally bond the cast material on opposite sides of the the junction flange.

Abstract: A panel is described for use as a building component. It comprises: (a) a plurality of C-shaped sheet steel channel beams each having a central web and an inner and outer edge flange, said inner flanges having cuts therein at longitudinally spaced locations to form upwardly projecting lugs and said beam members being parallel to each other and laterally spaced from each other; (b) formwork panel members resting on the outer faces of the inner flanges and extending between the beams, said formwork panel members being held against said flanges by parts of said projecting lugs being bent around the edges thereof, with the remaining lug portions projecting outwardly between adjacent formwork panels and (c) a thin shell reinforced cementitious panel formed on said formwork panels with said remaining projecting lug portions being embedded in the cementitious material, thereby forming a reinforced building component.