Abstract: An enclosure of a steel-making furnace system includes a support structure including a frame that defines an interior, a supply line for supplying a cooling liquid from a reservoir, and a return line fluidly coupled to the supply line and the reservoir. A plurality of panels includes sinuously winding piping having an inlet and an outlet. The inlet is fluidly coupled to the supply line and the outlet is fluidly coupled to the return line. The frame includes a plurality of support members spaced from one another, where each of the plurality of support members defines a slot. Each of the plurality of panels is removably and slidably received with the slot for coupling to the frame.

Abstract: A construction system includes a metallic stud definable in terms of an x, y, z coordinate system, in which the stud includes a z-axis elongate substantially rectangular integral web within a yz plane thereof; two xz plane surfaces, each projecting in a substantially x-axis direction, in which z-axis lines of dependence exist between a common web and said xz surface of the stud and of said first base in said yz plane of said web of the stud and tabs secured tabs integral with and elevated from at least one said xz plane surfaces. Further included is a concrete slab into which one set of the elevated tabs are wholly embedded prior to the hardening of the slab.

Abstract: A durable wall construction that is seamlessly integrated with a foundation and construction pad. The construction process incorporates stabilizing elements that rests a primary layer or sheet of welded-wire fabric on a foundation having rebar dowels protruding therefrom. Interlocking temporary upper guiderails are held in place by vertical rebar support rods. The temporary guiderails stabilize the top edge of the primary layer of welded-wire fabric, and rib lath is attached to the surface of the primary layer of welded-wire fabric to form a structural panel. Pressurized concrete is evenly applied to all of the inside and outside surfaces of the structural panels. Once the concrete has cured sufficiently, the upper stabilizing guide rails are removed to provide a durable wall.

Abstract: A composite, prefabricated panel for building construction. A panel includes a central core having a first face and a second face. The central core includes structural framing members assembled to define at least one opening. A substantially rigid insulation is disposed in the at least one opening of the structural framing members. A settable cement, which may be, for example, phosphate ceramic, is provided on each of the first face of the central core and the second face of the central core to form a first face of the panel and a second face of the panel. The insulation may define a plurality of passages, each with phosphate ceramic extending through the passage between and being monolithic with the phosphate ceramic on the first face of the central core and the phosphate ceramic on the second face of the central core. A building system with such panels is provided.

Abstract: A durable wall construction that is seamlessly integrated with a foundation and construction pad. The construction process incorporates stabilizing elements that rests a primary layer or sheet of welded-wire fabric on a foundation having rebar dowels protruding therefrom. Interlocking temporary upper guiderails are held in place by vertical rebar support rods. The temporary guiderails stabilize the top edge of the primary layer of welded-wire fabric, and rib lath is attached to the surface of the primary layer of welded-wire fabric to form a structural panel. Pressurized concrete is evenly applied to all of the inside and outside surfaces of the structural panels. Once the concrete has cured sufficiently, the upper stabilizing guide rails are removed to provide a durable wall.

Abstract: A multi-story durable wall construction that is seamlessly integrated with a foundation and construction pad. The construction process incorporates stabilizing elements that rests a primary layer or sheet of welded-wire fabric on a foundation having rebar dowels protruding therefrom. Interlocking temporary upper guiderails are held in place by vertical rebar support rods. The temporary guiderails stabilize the top edge of the primary layer of welded-wire fabric, and rib lath is attached to the surface of the primary layer of welded-wire fabric to form a structural panel. Pressurized concrete is evenly applied to all of the inside and outside surfaces of the structural panels. Once the concrete has cured sufficiently, the upper stabilizing guide rails are removed to provide a durable wall.

Abstract: A building system including supports vertically disposed in an underlying surface in spaced apart relation, and support headers removably disposed on an exposed end of each of the supports. Each support header includes a mounting hub that removably engages the exposed end of the support. A span element is provided and extends between adjacent supports, each span element including a lock element that matingly engages a corresponding engagement element at the supports to removably secure the span element in position. A reinforcement panel formed of a stiff, open grid configuration is suspended from the span element along with an application panel. The application panel includes apertures defined therein to define an open mesh, and a quantity of unhardened concrete is applied to the application panel to substantially cover the application panel, the reinforcement panel and the supports, thereby defining a wall upon hardening.

Abstract: Structural panels for use in manufacturing fuselage bodies and other aircraft structures are disclosed herein. In one embodiment, a monolithic integrated structural panel is configured to include a skin, an array of stiffeners and an array of frames which are preferably arranged in a mutually orthogonal layout, without the need of cut-outs in any of the crossing elements. One advantage of the disclosed embodiments is that the frame and stringer members have continuous flanges and spliced webs. The disclosed embodiments herein are compatible with composite materials technology, offering another advantage, namely the possibility of manufacturing integrated products in a single cure (“one-shot”) cycle. A structure of composite materials, e.g. carbon fiber reinforced plastics, typically comprises a skin panel, reinforced by frame and stringer members.

Abstract: A building system including a plurality of supports structured to be vertically disposed in an underlying surface in spaced apart relation from one another, and a plurality of support headers removably disposed on an exposed end of each of the supports. Each support header includes a mounting hub that removably engages the exposed end of the support. A span element is further provided and extends between adjacent supports, each span element including a lock element that matingly engages a corresponding engagement element at the supports so as to removably secure the span element in position. A reinforcement panel formed of a stiff, open grid configuration is suspended from the span element along with an application panels.

Abstract: A forming system is provided for retaining a conformable material. The conformable material is, in one embodiment, concrete. The forming system includes one or more forming members, some comprising at least two panels connected in spaced relation so as to define a substantially linear passageway adapted to retain a first supply of concrete. In other embodiments, the forming member may comprise one or more panels forming various configurations so as to define substantially non-linear passageways or an end forming member to retain a conformable or settable material such as concrete which hardens in place. Each of at least two panels of the forming member further preferably comprises at least one interconnectable end defining an interconnectable element. The at least one interconnectable end, in some embodiments, forms an interengageable slot with the interconnectable element adapted to be interconnectable with at least one other structure.

Abstract: A building system including a plurality of supports structured to be vertically disposed in an underlying surface in spaced apart relation from one another, and a plurality of support headers removably disposed on an exposed end of each of the supports. Each support header includes a mounting hub that removably engages the exposed end of the support, and a plurality of engagement elements. A span element is further provided and extends between adjacent supports, each span element including a lock element that matingly engages a corresponding engagement element at the supports so as to removably secure the span element in position. A re-enforcement panel formed of a stiff, open grid configuration is suspended from the span element along with an application panels.

Abstract: The present invention relates to light-gauge steel construction, and more particularly to a new construction assembly and method which is intended for the construction of single and multi-story buildings. The present invention provides the easiest and most economic means to construct single and multi-story buildings from light gauge steel which comply with applicable building codes and resistant to environmental forces such as earthquakes and wind sway from hurricane type winds. Furthermore, the construction assembly and method can used to form wall assemblies with and without apertures for windows and doors, floor assemblies and truss assemblies. The present invention utilizes standard building studs, expansion-contraction joints, expansion-contraction joints, and bridging, bracing and fire-blocking means to form floor, wall, and truss assemblies which comply with current building code requirements, and obviate the need for structural steel support.

Abstract: A self-furring wire lath has stiffening trusses. In a preferred embodiment the lath comprises a grid of intersecting transverse and longitudinal wires welded at their intersections. Stiffening trusses are formed at bent sections in the transverse wires by first longitudinal wires affixed at the shoulders of the bent sections and second longitudinal wires affixed on the bent sections. A barrier layer is disposed between the first and second longitudinal wires. A building paper backing may be affixed to the barrier layer. The lath reduces cracking and wastage of stucco while remaining easy to work with.

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: A wall frame assembly has an upper main beam, a lower main beam, a first lateral beam device, and a second lateral beam device. A first, a second, a third and a fourth angle plates are disposed on fourth inner corners among the upper main beam, the first lateral beam device, the second lateral beam device, and the lower main beam. A first angle blocking plate is disposed on the first angle plate. A second angle blocking plate is disposed on the second angle plate. A third angle blocking plate is disposed on the third angle plate. A fourth angle blocking plate is disposed on the fourth angle plate. A main support frame is disposed between the second angle blocking plate and the third angle blocking plate. A first auxiliary support frame is disposed between the main support frame and the first angle blocking plate. A second auxiliary support frame is disposed between the main support frame and the fourth angle blocking plate.

Abstract: A wall construction process including the steps of: providing a retaining mold for retaining a concrete slurry; installing reinforcing rods; at least partially filling the retaining mold with a concrete slurry mixture; allowing sufficient time for the concrete slurry mixture to solidify into a footing; constructing a reinforcing screen vertically oriented with respect to the footing; providing a plurality of spacers; placing the plurality of spacers to the reinforcing screen; providing a plurality of sheets of a foam insulating material having a first and second substantially planar surface; positioning one of the first and second surfaces against the spacers; providing a plurality of sheets of sheet-form lathe; positioning the plurality of sheets of sheet-form lathe against the remaining first and second surfaces of the foam insulation that are not against the spacers, providing a plurality of fasteners; fastening the plurality of sheets of sheet-form lathe, the plurality of sheets of foam insulation materia

Abstract: A construction panel for use in the erection of buildings comprising a panel of castable construction material of predetermined thickness, and having first and second sides; a plurality of structural members, reinforcing the panel on one side, at least some of the structural members comprising a generally linear edge, and a generally zig-zag edge, and a web extending between the linear edge and the zig-zag edge, the zig-zag edges defining apexes, and root portions; the apexes, being embedded in one side of the panel thereby securing at least some of the structural members to the panel; recesses formed in the web extending substantially from the apexes to the root portions; and, generally triangular indentations formed in the web throat portions adjacent to but spaced from the recesses. Also disclosed is a method of constructing a level portion of a building.

Abstract: An improved light weight wall structure for buildings is disclosed. It contains: (a) a skeletal frame having a plurality of posts for quick assembly; (b) a plurality of gusset sub-panels and base board sub-panels disposed in overlapping and alternate relationship fastened to the skeletal frame; (c) connection means provided in each junction between adjacent sub-panels for securely adjoining the sub-panels together; (d) a slurry retention device disposed on at least one major surface of a selected number of sub-panels; (e) a wall facing layer applied to the sub-panels in the form of a setable slurry, so as to increase the strength of the wall structure; and (f) a protection plate mounted on a portion of the wall structure that is most likely to be damaged.

Abstract: A composite security screen and a method of producing such a screen. The screen has a sheet of metal mesh having bars and interstices between the bars and a plastics sheet material vacuum or pressure formed onto one side of the metal mesh such that the plastics material extends into the interstices of the metal mesh to form an inseparable composite security screen. The mesh may be an aluminium expanded mesh. The plastics material may be polycarbonate.

Abstract: A fire resistant wall or other building structure makes use of specially constructed panels secured to a metal stud framework. Each panel has a core constructed of gypsum, cement, perlite aggregate and powder, and a polyvinyl acetate catalyst. Glass fiber reinforcement is pressed into the core materials on both sides. After the panels are secured to the framework, a metal mesh lath is applied and covered with a cementious surface coating that can be smoothed and finished as desired.

Abstract: A built-up post for use in a building is disclosed. It includes: (a) an upper post resembling a long column, the upper post having a first end to be fixedly connected to a steel girder or a ceiling of a building, and a second end having a longitudinal hole, the longitudinal hole having an inner wall with an internal thread; (b) a lower post resembling a long column, one end to be fixedly connected to a steel girder or a floor of a building, the other end having a longitudinal hole, the inner wall of the longitudinal hole having an internal thread; and (c) an intermediate post resembling a long column, each end thereof having a long thread for screwing into the longitudinal holes of the upper and lower posts. The upper post, intermediate post and lower post are joined in alignment with each other, with the long threads of the intermediate post being screwed into the longitudinal holes of the upper and lower posts, respectively.

Abstract: A prefabricated panel is made of a plurality of elongated metal frame members attached together to form a panel framework. At least one stud is attached between two of the panel frame members and has a pair of elongated stud members attached together at each end thereof with a molded polymer composite end member to form a thermal break therein. A metal reinforcing rod is attached to each molded composite end member and extends the length of the stud and may be attached through to the roof rafters or trusses. The prefabricated panel may be filled with insulation and have an expanded metal mesh covering on one side to act as a stiffening for the framework and to support a lightweight concrete coating. A method of making a reinforcing stud and panel is provided including molding a pair of end stud members in a predetermined shape and selecting a pair of elongated metal stud members shaped for attachment to the molded end stud members and attaching each stud member at each end to one of the molded end members.

Abstract: A prefabricated panel is made of a plurality of elongated metal frame members attached together to form a panel framework. At least one stud is attached between two of the panel frame members and has a pair of elongated stud members attached together at each end thereof with a molded polymer composite end member to form a thermal break therein. A metal reinforcing rod is attached to each molded composite end member and extends the length of the stud and may be attached through to the roof rafters or trusses. The prefabricated panel may be filled with insulation and have an expanded metal mesh covering on one side to act as a stiffening for the framework and to support a lightweight concrete coating. A method of making a reinforcing stud and panel is provided including molding a pair of end stud members in a predetermined shape and selecting a pair of elongated metal stud members shaped for attachment to the molded end stud members and attaching each stud member at each end to one of the molded end members.

Abstract: Framing for drywall building construction consists of vertical metal U-shaped studs whose ends are positioned with U-shaped metal top and bottom tracks. The tracks have spaced sets of inward protrusions, preferably dimples, formed from the sidewalls of the tracks. The studs are snapped into the sets of protrusions and held therein.

Abstract: A wall assembly includes a wall frame which is made from a U-shaped support channel in which one end of a wall stud may be releasably engaged by a ratchet engagement formed between the channel and the stud. The ratchet engagement is defined by ratchet teeth provided on the side walls of the channel and splines provided on the sides of the wall stud which splines are shaped to releasably engage the grooves between adjacent teeth. In addition, a door unit is used in the wall assembly which includes a peripheral pocket around the side jambs and top header of the door unit to allow the wallboard to be inserted into this pocket. Fasteners can then be used to secure the wallboard to the flange which defines the peripheral pocket such that the wallboard is connected directly to the door unit, thus obviating the need for side studs secured to the side jambs of the door unit.

Abstract: A reinforced concrete building structure (10) and method of forming, including first forming a steel framing form (18) of cold formed channel shaped structural steel members of a thickness between 1/32 inch and 3/8 inch including vertical framing members (19,20,21,22) and horizontal connecting members (30A-30E), then connecting a backing form (74) by connectors (76) to flanges (26) on only one side of the vertical framing members (19-22), and only adjacent the lower side of the horizontal connecting members (30A-30E) spaced at least 3/4 inch from the steel framing members. Concrete is then applied pneumatically against the backing form (74) for the vertical side walls (12) with the channel shaped framing members (19-22) comprising the primary steel reinforcing and with opposed flanges (26,27) being covered outwardly by concrete at least 3/4 inch in thickness. The steel framing for a roof of a relatively large span is shown in FIGS.

Abstract: A ceiling runner is disclosed that includes a ceiling portion and a depending portion formed in a U-shaped cross section with a pair of upstanding leg elements interconnected with a web portion and on the opposite end of the leg portion, edge portions extending away from each other an amount equal to the width of a margin on each side of the runner. Another version of the runner has the edge portions tipped over so that they cap the upper end of the vertical wallboard panels and provide a finishing touch around the periphery of the room. A plurality of cut-out portions are formed in the web portion with 8" centers for use in 16" or 24" spacing of studs and to accommodate unevenly cut studs that extend upwardly through the cut-out portions.

Abstract: A frame system of upper and lower wall plates with interconnecting wall studs. The plates and studs are connected by grooves on the flanges of the studs mating with inturned ribs on the wall plates. The studs and wall plates being of roll-formed metal.

Abstract: A wall system includes a grid constructed of horizontal main support channels mounted on a fixed wall and a plurality of spaced vertical standards secured to the channels at the front thereof. Each channel has a U-shaped cross-section with rearwardly extending arms diverging slightly so that overlapping channels may nest, one in the other. Ears projecting outward from the ends of the arms and lie in a common plane are used for securing the channel in place. The web of each channel is provided with a longitudinally extending row of equally spaced apertures. Each standard is provided with two longitudinally extending rows of holes with the rows being spaced by the distance between apertures and the holes in opposite rows being connected by lines that are perpendicular to the longitudinal axis of the standard. Fasteners extending through holes in each row are received by adjacent apertures in the channel web to automatically secure the standard in a position at right angles to the support channel.

Abstract: A wall structure for enclosing a building frame comprises a wire mesh, panels of insulation, and reinforcing nailer-stringers. The mesh is secured to the outside of the frame and an insulating layer comprising, alternately, insulating panels and nailer-stringers is secured to the frame outside the wire mesh. Some of the insulating panels are vertically sectioned to accommodate electrical wires between the sections. The sections are pressed together to secure and conceal the wires. The inside surface of the wall structure is finished by applying a layer of plaster which adheres to and is reinforced by the wire mesh.

Abstract: A construction panel for incorporating into a building or house structure; the construction panel being comprised of a frame consisting of spaced apart vertical studs and transverse top and bottom plates wider than said studs, an insulation board secured to one face of the frame and within a cavity formed by said plates and studs and an, in situ laid concrete-like composition layer comprising expanded mica, expanded polystyrene, and mortar cement applied to the exposed, outwardly facing side of said insulation board, the concrete-like composition layer having a filament mesh reinforcement imbedded therein, the construction panel being manufactured in a plant and transported to a construction site where it is simply installed. Also a novel concrete-like composition useful in producing formed objects, including construction panels.

Abstract: An improved system for forming concrete walls and roofs, such as for one and two story dwellings. A prefabricated frame assembly is formed of a plurality of pheripheral frame sections. Each frame section includes peripheral frame members. The vertical members are J-shaped. The short legs of the J-shaped members support reinforcing rods and the long legs are adapted to support tie rods in the same horizontal plane as the reinforcing rods. Vertical reinforcing rods are secured to and across the first reinforcing rods, thereby to form an open reinforcing network. The frame members provide surfaces to which panel board may be secured. A plurality of the frame sections positioned, as on a slab, are connected to a frame assembly by short tie rods. An array of frame sections and frame assemblies, after paneling has been applied internally, provides a skeleton reinforcing network to which concrete may then be applied to form a reinforced concrete structure.