Abstract: Building stud (10) for forming a framework for mounting wall panels, comprising a first (12) and a second (14) flange portion and a web portion (16) interconnecting the flange portions. The flange portions comprise a planar, elongated wood fibre member (18, 20), and the web portion comprises a sheet metal member (22) including a first (24) and a second (26) rectilinear line of weakness, which lines of weakness are parallel and along which the sheet metal member is foldable to enable folding the building stud from a retracted storage position to an expanded mounting position.

Abstract: A strut and method using same is provided. The strut comprises a body member having a longitudinal axis, a first end and a second end. A first gripping member is connected to the first end of the body member. The first gripping member comprises a first plate for engaging a first structural engagement member. A second gripping member is connected to the second end of the body member. The second gripping member comprises a second plate for engaging a second structural member. The body member of the strut extends in a direction to intercept each of the first and second plates.

Abstract: A structural member comprising a first round flange, a second round flange substantially parallel to the first round flange, an elongate web disposed between the first and second round flange, the web having an upper edge, and a lower edge, wherein the first round flange, the second round flange and the elongate web are secured together to form a structurally integral unit. The structural member may further comprise a third round flange and a fourth round flange substantially parallel to the third round flange, wherein the round flanges and the elongate web are secured together to form a structurally integral unit in which the first face of the web is in contact with the first round flange and the third round flange, and the second face of the web is in contact with the second round flange and the fourth round flange.

Abstract: A deck frame includes at least one perimeter support member that has a joist support wall, a web wall extending perpendicularly from the joist support wall, and an overhang wall extending perpendicularly from the web wall. The web wall includes a plurality of spaced apart joist attachment features. Each attachment feature includes a slot defined by the web wall, a first tab extending from a first perimeter edge of the slot at a first angle with respect to the web wall, and a second tab extending from a second perimeter edge of the slot opposite the first perimeter edge in a first direction and forming a second angle with respect to the web wall. The first tab is disposed spaced apart from the second tab in a second direction orthogonal to the first direction.

Abstract: Embodiments are directed to a hinged perimeter barrier or wall for an industrial worksite. The perimeter barrier may be formed from a series of wall sections that include hinged panels. The wall sections may be delivered to the worksite in an unextended configuration and then hoisted (by crane) into an extended configuration. A top panel may include a set of lifting features that may be engaged to raise (unfold) the panels and form the wall section. The wall section may be secured to a structural support using a support attachment assembly. The perimeter barrier may be used to mitigate various byproducts of an industrial worksite, including noise, dust, odor, light, and so on. The panels may be formed from an acoustic dampening material, visual mitigation material, and/or various other materials as may be appropriate for a given worksite.

Abstract: A Wind uplift strap for securing a coverage structure. The Wind uplift strap including one or more metal strips having a thickness between 0.50 mm and 1.1 mm, substantially equal to that of the coverage structure, and a width between approximately 15 mm and 50 mm, depending on the load to be supported. The Wind uplift strap having a slightly angled fold in more than 90°, forming a flap at one of its ends. The Wind uplift strap further comprising a main body, a flap, a hole for fixing the flap, a fold line of the flap, and a hole at an end of the main body that is opposite the flap.

Abstract: The present invention provides methods and systems for a building truss chord including a first face having a bottom longitudinal corner and a top longitudinal corner. A second face having a bottom longitudinal corner and a top longitudinal corner, a portion of the first face and the second face are spaced apart and form a cavity between the inner surfaces of the first face and the second face. A lower connection member is disposed between the bottom longitudinal corner of the first face and the bottom longitudinal corner of the second face.

Abstract: A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end.

Abstract: Certain exemplary embodiments can provide a two piece bracket constructed to reinforce a wooden joist. The wooden joist defines a central aperture. The central aperture is constructed to substantially surround a portion of a utility conduit passing therethrough. The two piece bracket is constructed to be positioned against one side of the wooden joist. The two piece bracket comprises a first piece and a second piece.

Abstract: A refrigerated display case comprising framework having four sides, each side including a C-shaped frame with a rear vertical side strut, a top side strut, and a bottom side strut; the C-shaped side frames are constructed separately and support cover panels of a bottom assembly, a rear wall assembly, and a top assembly, the cover panels being fastened by mounting elements and delimit a cooling chamber, the cooling chamber including at least one C-shaped intermediate frame between the C-shaped side frames, the at least one C-shaped intermediate frame is spaced laterally apart from the C-shaped side frames, the C-shaped intermediate frames each include a horizontal bottom intermediate strut, a vertical intermediate strut and a top intermediate strut.

Abstract: A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end.

Abstract: The panel, a new build process using a steel channel frame outer band. It is joined with wood framing studs, screwed into the outer band for durability and stability. The panel's vertical studs provide strength during the manufacturing process. All panels are combined with one Universal Receptacle, a metal utility box supporting electrical, water lines securing the panel base structure to concrete. The box is also used to mate panel-to-panel. The panels are joined internally with expanded polystyrene foam for soundproofing and thermal insulation protection. The panel's outer covering is oriented strand board, secured to the front and back of the finished product. In the lower right side front oriented strand board, a pre-cut beveled slot is used to provide for electrical wiring, water lines and also secures the panel to the foundation. All panel components are constructed identically in depth, height, and can be configured into any floor plan.

Abstract: A composite steel I-beam member. The member includes confined top and bottom flanges, and a composite laminated web. The confined flange comprises a wooden core and a metal jacket wrapped around an outer perimeter of the wooden core. The overall load carrying capacity of the composite I-beam is significantly increased through a list of composite actions occurring in the individual components and their connections. Most importantly, a two-way lateral interaction can be normal to the interface between the metal jacket and the wooden core and provide an amount of compressive support to the top flange surpassing the sum of amount of support provided by the metal jacket and the wooden core when being used separately.

Abstract: A device for securing a roof tile crown or cap to a roof ridge or roof hip is described. The roof tile crown support can be easily and quickly secured to an existing roofing structure. The device contains a main body defined by a plurality of opposing side walls, a top wall, and a pair of leg plate support structures, attached or integrally formed to each of the opposing side walls. Within the interior region of the roof tile crown support, a support structure is secured therein. To aid in shipping, a plurality of like-shaped roof tile crown support units can be adapted to nest within other like shaped roof tile crown supports.

Abstract: A connector and a method of anchoring the connector to a first object that includes providing the connector having a sleeve element and a piston element with a shaft portion, providing a through hole in the first object, and inserting the connector through the through hole and until a distal portion of one of the sleeve and/or the piston element rests against the second object. Mechanical oscillations are coupled into the piston element while the piston element is pressed towards the distal side, and thereby liquefying portions a thermoplastic material at an interface portion between the sleeve element and the piston element while a periphery of the interface portion is adjacent the circumferential wall, and causing the liquefied thermoplastic material to flow radially outward from the periphery and into structures of the first object and/or along an inner surface.

Abstract: A post support device that enables a rotted base portion of a wooden support post to be removed in situ and the remaining end of the support post to be secured for regained structural integrity, the device having a base adapted to being attached to the surface, elevation support means in cooperation with the base for supporting the post above the base, at least two cover plates, each adapted to covering a portion of the exterior of the post, and each including an elongate flange facing inward towards the post and generally transverse to the longitudinal axis of the post, said flange portion including a leading cutting edge to enable the flange portion to bite into the surface material of the post upon the application of force to the flange to provide a mechanical seal between the flange and the post, first and second fastening means for securing each cover plate to the post and the base and the elevation support means to the post or the filler block if one is used, respectively.

Abstract: A method of anchoring a connector in a lightweight building element is provided. The connector includes a sleeve element and a piston element with a shaft portion, wherein the shaft portion is guided by the sleeve element. The piston element and/or the sleeve element includes a thermoplastic material at least at an interface portion between the head portion and the sleeve portion. The method includes the steps of providing the connector, of providing a through hole in the first building layer of the lightweight building element, of inserting the connector through the through hole and until a distal portion rests against the second building layer. Therein, it may be the sleeve element or the piston element or both, the sleeve element and the piston element that rest(s) against the second building layer.

Abstract: A post anchoring method for fence, deck, balcony and railing applications comprising providing an apparatus comprising a base member adapted to being attached to a surface and a tubular member that defines an inside surface, an outside surface and has a base end and a terminal end, and is at least twice as long as it is wide, wherein the base end is connected to the base member, and the terminal end defines an edge capable of piercing into the post; and carrying out the following steps in any order: attaching the base member to the surface; and aligning the post with the tubular member, abutting an end of the post to the terminal end and forcing the tubular member into the post to substantially impale the post such that the outside and inside surfaces frictionally engage the material of the post to secure the tubular member to the post.

Abstract: A structural member for a vehicle has a slot extending into one structural wall thereof, for receiving and holding a bolt, wherein said structural member including said slot has been formed by extrusion. The slot extends the length of the structural member for slidably receiving the head of one or more bolts wherein the land area of each bolt head extends beyond the slot opening to overlay the wall area carrying the slot. Each bolt carries at least two flat faces below its head wherein the juxtaposed edges of the slot carrying wall retains, i.e., refrains, the bolt from rotating. The slot includes an interior wall or sidewalls continuous with the slotted structural wall. The structural member may include an I-beam, a rectangular tube, a C-channel and the like. Corners are radiuses and right angles are avoided to reduce or remove stress risers.

Abstract: A structural element is disclosed that is shaped as at least one of a plank, a post, and a board. The structural element comprises a fiber reinforced ceramic cement body having at least an outer layer having a hardness and ductility suitable for receiving and holding a nail. Also disclosed is a structural element having a body at least partially shaped as at least one of a plank, a post, and a board. The body comprises at least an internal layer comprising fiber reinforced ceramic cement, and at least an external layer comprising a material suitable for receiving and holding a nail.

Abstract: A pneumatically drivable fastener secures drywall or other construction material to a metal stud. Each fastener comprises a driving head; and a one piece shank component, secured at one end to the driving head. Each shank component has an axial length extending perpendicularly and longitudinally from the driving head and is divided into two or three sections: (a) an optional, solid section closest to the driving head; (b) an intermediate section with grooves that define stud cutting edges; and (c) two or more forked ends opposite the driving head. A method for fastening drywall to a plurality of metal studs is also disclosed.

Abstract: A sub-floor assembly for a sports flooring system includes a plurality of sub-floor panel components each formed of a plastic material and each having a formed channel wherein the formed channels of the plurality of sub-floor panel components are linearly aligned. A first strip of anchoring material is disposed within the linearly aligned formed channels of the plurality of sub-floor panel components and is used to attach a plurality of flooring strips to the sub-floor panel components.

Abstract: Beam-like structural component made up of individual parts connected to each other A beam-like structural component (2) made up of individual parts connected to each other, comprising at least one flange (9) and at least one web (1), which structural component is easy to produce and exhibits high load-bearing capacity and torsional rigidity, is characterized in that the web (1) is formed by web members (6) extending transversely to the longitudinal extension of the web (1), with web members (6) forming a linear longitudinal area (4, 5) extending across the length of the web (1) and with, in each case, two adjacent web members (6) extending toward different narrow edges (7, 8) of the flange (9) starting from the longitudinal area (4, 5) of the web (1) so that one web member (6) rests against the flange (9) with one side of the web (1) and the adjacent web member (6) rests against the flange (9) with the opposite side of the web (1) and the web members (6) exhibit the shape of an “S” (FIG. 1E).

Abstract: A weep screed includes a mounting flange, a moisture collector carried by the mounting flange and a moisture dissipation element carried on the moisture collector. The weep screed is characterized by the moisture collector being recessed relative to the moisture dissipation element so as to provide a space adjacent the moisture dissipation element for receiving exterior wall construction materials overlying an exterior wall construction material backing portion of the moisture collector.

Abstract: The invention provides a rivet and method of installing the rivet to attach honeycomb material to other materials. The rivet is installed by drilling a hole through the materials. A back side sleeve of the rivet is inserted through one end of the hole while a front side sleeve with a stem member inserted therethrough is inserted through the other end of the hole such that the head of the stem member and the sleeve portion of the front sleeve are positioned within the sleeve portion of the back sleeve. The shank portion of the stem member is then pulled such that the head of the stem member expands the sleeve portions of the front and back sleeves into the materials to attach the rivet to the materials. A locking collar is also provided to lock the stem member to the front sleeve upon continued pulling of the stem member.

Abstract: Methods for forming structural beams and the beams resulting from such methods are disclosed. The disclosed methods compress and adhesively bond wood strands into beams. A beam formed from any one of the disclosed methods may, if desired, have any one of several disclosed shapes, strand configurations, or strand densities.

Abstract: Methods for forming compressed and adhesively bonded structural beams of strands divided from wood waste, and the beams resulting from such methods, are disclosed.

Abstract: A length adjustable composite stud combining the advantages associated with metal studs with the advantages associated with conventional wood studs. The composite stud also allows for customized adjustments of its length using a set of simple and ergonomic steps. The composite stud includes a generally elongated frame member defining a generally open base channel. The composite stud also includes a core component configured and sized for allowing insertion thereof in the base channel. A transversal movement limiting component prevents relative movement between the core component and the frame member in a direction other then that of the frame longitudinal axis. A longitudinal movement limiting structure releasably retains the core component within the base channel in a core first position wherein a core longitudinal end is generally in register with a frame longitudinal end. The longitudinal movement limiting structure selectively allows longitudinal movement of the core component.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like), for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. A central web board can have a length of approximately 8 feet or longer with metal forms running along each of the longitudinal side edges of the board. A first embodiment metal-wood stud member has adhesive pocket end configurations. A second embodiment is a metal-wood top and bottom track having an adhesive pocket configuration. A third embodiment is a metal-wood stud having P-shape end configurations.

Abstract: A composite roofing material includes a final condition underlayment material having bonded thereto appropriate rows of nail tabs preferably made of thermoplastic-based material, such as low density polyethylene material, and of a contrasting color to the underlayment material. A process is used to make the nail tabs by conveying the saturated underlayment material in a continuous process past appropriate sets of nozzles that are coordinated with the speed of conveyance to deposit the tabs while in a liquid state and to form tabs of appropriate size and appropriately patterned across the underlayment surface. Each nozzle can include multiple orifices to control the width and thickness of the formed tabs. A similar process is disclosed for making other building cover materials having rows of nail tabs coinciding with standard stud spacing.

Abstract: A stud form and system for forming a preformed concrete wall panel having a solid portion and a plurality of vertical concrete studs joined to the solid portion. The stud form includes a substantially U-shaped channel having a face portion that defines an elongated plane and leg portions extending along side of and away from the elongated plane to define a predetermined channel depth. The stud form further includes means for integrally connecting the stud form to the solid portion of the wall panel with the channel opened toward the solid portion.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like), for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. A central web board can have a length of approximately 8 feet or longer with metal forms running along each of the longitudinal side edges of the board. A first embodiment metal-wood stud member has adhesive pocket end configurations. A second embodiment is a metal-wood top and bottom track having an adhesive pocket configuration. A third embodiment is a metal-wood stud having P-shape end configurations.

Abstract: A prefabricated modular wall panel brace is used in the construction of long wall for buildings. Each prefabricated modular panel brace is placed beside another framing component between a top plate and a bottom plate. Every other panel maybe inverted with respect to the adjacent panel so that the ends of a diagonal brace in each panel is adjacent to the diagonal brace in the adjacent panel. Each panel may have a movable/swiveling section to accommodate an angled portion of the wall. The modular wall panel brace may be used in single or multiple floor structures for either interior or exterior walls to provide shear or diaphragm bracing of the wall units of a building to provide bracing for wind or seismic loads.

Abstract: The invention relates to a device for facilitating the removal of formwork for the end joint of a diaphragm wall panel, said formwork comprising a soleplate having two side edges. The device comprising: two substantially rectangular plates of substantially the same dimensions; spacer means secured to first longitudinal edges of each of said plates to hold them substantially parallel to each other at a spacing h; filler means for filling the volume defined by said plates, the spacer means, and a plane orthogonal to said plates located at a distance d from the second longitudinal edges of the plates; and temporary fixing means for fixing said plates to said soleplate.

Abstract: A spacing web frame assembly for a molded construction form for use in forming a reinforced concrete wall including a pair of inner and outer vertically-oriented attachment studs and a reinforcing wire truss assembly having ends attached to the inner and outer attachment studs to provide a predetermined spacing distance between the inner and outer attachment studs. The studs are visible to the outside when the molded foam panels are attached thereto and the concrete is then added to form the walls. The studs may be formed of either wood or metal, depending upon the type of attachment fasteners desired to be driven into the studs.

Abstract: A prefabricated insulated wall panel for building a wall. The wall panel includes one or more outer planar portions, a plurality of rib portions integral therewith and normal thereto and between which insulation is received, a strip of insulation attached to the inner edge of each rib portion for reducing thermal conductivity from the respective rib portion to wallboard attached to the wall panel, and a wallboard nailer strip which extends about the sides of the strip of insulation and has edge portions which are anchored in the respective rib portion. In accordance with one aspect of the invention, the nailer edge portions are insulated from the respective rib portion to limit thermal conductivity from the respective rib portion to the nailer. In accordance with another aspect of the invention, a pair of planar portions extend at an angle relative to each other so that the panel serves as a corner wall panel.

Abstract: An improved mounting for attaching an outer and inner facing material to a wall. The wall comprises a plurality of interlocking foam blocks with each of the plurality of interlocking foam blocks having an inner and an outer block surface for defining an outer and inner wall surface. Each of the plurality of interlocking foam blocks has a vertical aperture for filling with a curable material. A plurality of grooves are defined in the outer and inner block surface of the plurality of interlocking blocks. The plurality of grooves are aligned with the plurality of grooves in an adjacent layer for providing a plurality of continuous wall grooves. A plurality of outer and inner mounting strips are insertable within the plurality of outer and inner continuous wall grooves.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like), for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. A central web board can have a length of approximately 8 feet or longer with metal forms running along each of the longitudinal side edges of the board. A first embodiment metal-wood stud member has adhesive pocket end configurations. A second embodiment is a metal-wood top and bottom track having an adhesive pocket configuration. A third embodiment is a metal-wood stud having P-shape end configurations.

Abstract: A spacing web frame assembly for a molded construction form for use in forming a reinforced concrete wall including a pair of inner and outer vertically-oriented attachment studs and a reinforcing wire truss assembly having ends attached to the inner and outer attachment studs to provide a predetermined spacing distance between the inner and outer attachment studs. The studs are visible to the outside when the molded foam panels are attached thereto and the concrete is then added to form the walls. The studs may be formed of either wood or metal, depending upon the type of attachment fasteners desired to be driven into the studs.

Abstract: A formwork is structured of a lower substrate of beams that are supported on struts, and a substrate with identical beams supported on and perpendicular to the lower beams. Resting upon the upper beams, there are panels of wood that make up the surface of the formwork; the beams are formed from steel plate of great strength and small wall thickness. The beams (1) have a trapezoidal configuration with an upper projection forming a channel that holds wooden strips. The beams have lateral folds or lateral ridges for rigidity. The beams of the lower substrate rest upon bidirectional heads (4) having wings (16) and a lower cylindrical portion (14) that connects onto the upper end of a corresponding strut.

Abstract: A prefabricated insulated wall panel for installation with like wall panels for easily and inexpensively building a wall. The wall panel is a unitary combination of (1) a member having a planar portion and a plurality of spaced rib portions integral therewith and extending therefrom for receiving insulation therebetween, (2) insulating material attached to edges of the rib portions for reducing thermal conductivity from the rib portions to wallboard attached to the wall panel, and (3) a nailer for attachment of wallboard.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like.) for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break The invention connects J-shaped or triangular shaped metal forms to wood sections. The metal flange ends can have various J, C, L, right triangular, triangular, T and straight line cross-sectional shapes. The wood is fastened to the metal by machine pressing of the metal to wood. Alternatively the fastening includes nails, staples, screws, and the like, and also by adhesive glue.

Abstract: What is disclosed is a half-timber frame, compartment elements for a like half-timber frame, and a method for producing a compartment element, wherein boards of small-dimension timber are utilized for producing the half-timber frame supports as well as the compartment elements, such that a product which is considerably more economical than conventional solutions while having comparable thermal and acoustic insulation is obtained.

Abstract: An improved mounting for attaching a facing material to a wall. The wall comprises a plurality of interlocking foam blocks with each of the plurality of interlocking foam blocks having an inner and an outer block surface for defining an inner and outer wall surface. Each of the plurality of interlocking foam blocks has a vertical aperture being filled with a curable material. A plurality of grooves are defined in the one of the inner and outer block surface of each of the plurality of interlocking blocks. The plurality of grooves are aligned with the plurality of grooves in an adjacent layer for providing a plurality of continuous wall grooves. A plurality of mounting strips are insertable within the plurality of continuous wall grooves. Fastening devices fix the plurality of mounting strip within the plurality of continuous wall grooves to provide a mounting for attaching the facing material to the wall.

Abstract: A prefabricated insulated wall panel for installation with like wall panels for easily and inexpensively building a wall. The wall panel is a unitary combination of (1) a member having a planar portion and a plurality of spaced rib portions integral therewith and extending therefrom for receiving insulation therebetween, (2) insulating material attached to edges of the rib portions for reducing thermal conductivity from the rib portions to wallboard attached to the wall panel, and (3) a nailer for attachment of wallboard.

Abstract: A girder including a pair of C-shaped members secured together so as to form a hollow box. A number of reinforcing rods are secured within the C-shaped members. The reinforcing rods extend the respective lengths of the C-shaped members and are positioned side-by-side. A pierceable block is secured to at least one end of the hollow box. A pair of pierceable stringers are secured to the top and bottom of the hollow box. The pierceable block and stringers permit the girder to be secured within a building structure with conventional fasteners such as nails, screws and staples.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like.) for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. The invention connects J-shaped or triangular shaped metal forms to wood sections. The metal flange ends can have various J, C, L, right triangular, triangular, T and straight line cross-sectional shapes. The wood is fastened to the metal by machine pressing of the metal to wood. Alternatively the fastening includes nails, staples, screws, and the like, and also by adhesive glue.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like.) for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. The invention connects J-shaped or triangular shaped metal forms to wood sections. The metal flange ends can have various J, C, L, right triangular, triangular, T and straight line cross-sectional shapes. The wood is fastened to the metal by machine pressing of the metal to wood. Alternatively the fastening includes nails, staples, screws, and the like, and also by adhesive glue.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like.) for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roil formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. The invention connects J-shaped or triangular shaped metal forms to wood sections. The metal flange ends can have various J, C, L, right triangular, triangular, T and straight line cross-sectional shapes. The wood is fastened to the metal by machine pressing of the metal to wood. Alternatively the fastening includes nails, staples, screws, and the like, and also by adhesive glue.

Abstract: Metal and wood composites are used to create framing members (studs and tracks, joists and bands, rafters, headers and the like.) for lightweight construction. Metal is utilized for its high strength, resistance to rot and insects, cost stability, and potentially lower cost through recycling. Metal that can be used includes roll formed steel approximately 18-22 gauge. Wood is used primarily for its lower thermal conductivity, and availability. The metal components form the primary structure while wood, either solid or other engineered wood, provides some structure and a thermal break. The invention connects J-shaped or triangular shaped metal forms to wood sections. The metal flange ends can have various J, C, L, right triangular, triangular, T and straight line cross-sectional shapes. The wood is fastened to the metal by machine pressing of the metal to wood. Alternatively the fastening includes nails, staples, screws, and the like, and also by adhesive glue.