Abstract: A modular partition system comprises a plurality of panels and at least one connecting strip. Each of the plurality of panels comprises two support members extending generally perpendicularly to a plane of the modular partition system and a central panel extending between said two support panels. The plurality of panels are arranged such that the central panels of each of the plurality of panels are generally mutually parallel and one support member of each of the plurality of panels is adjacent to a support member of an adjacent panel. The at least one connecting strip cooperates with a support member from each of two of the plurality of adjacent panels so as to connect said two of the plurality of adjacent panels.

Abstract: A building wall with an improved corner structure having a having a right-angled interior corner and an arcuate exterior corner, corner brackets used to construct the same, and a method of constructing the same. The pair of brackets include a first bracket that attaches to an upper end of both a first studded wall and a perpendicularly extending second studded wall, and a second bracket that attaches to a lower end of both the first studded wall and the second studded wall. When the first studded wall is joined to the second studded wall using the pair of brackets, an interior side of the corner joint includes two interior faces coming together at the right-angled corner, and an exterior side of the corner joint directly opposite the right-angled corner includes an arcuate exterior face.

Abstract: A building wall with an improved corner structure having a having a right-angled interior corner and a beveled exterior corner, corner brackets used to construct the same, and a method of constructing the same. The pair of brackets include a first bracket that attaches to an upper end of both a first studded wall and a perpendicularly extending second studded wall, and a second bracket that attaches to a lower end of both the first studded wall and the second studded wall. When the first studded wall is joined to the second studded wall using the pair of brackets, an interior side of the corner joint includes two interior faces coming together at the right-angled corner, and an exterior side of the corner joint directly opposite the right-angled corner includes a beveled exterior face.

Abstract: A method and a system for fastening an object to a façade comprising at least one supporting wall made in a hard material coated externally with a thermal insulation coat made in a crumbly material, the object being fastened to the wall by means of a fastening member received in an area for receiving a plot made in a hard material arranged in projection out of the wall. The object is fastened to the wall in an indirect way offsetting towards the outside of the façade the area of the plot. The plot is fastened to the wall by a fastening area extending between the wall and the receiving area. The plot is a straight cylinder extending through the insulation coat.

Abstract: A masonry coupling system for use in commercial and residential construction is described. In one aspect, the invention includes an anchor channel mounted on a structure. The masonry coupling system further includes a key that interfaces the masonry veneer and interlocks with an anchor channel mounted on a 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: 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 prefabricated concrete panel for use in forming the walls, floor, roof, ceiling, and/or foundation of a building is provided. The prefabricated concrete panel includes a concrete slab, a metal mesh embedded in the slab, an insulating panel adjacent to a surface of the concrete slab, one or more studs, upper and lower U-shaped tracks, and one or more connectors attached to the studs. A method of making the prefabricated concrete panels and a method of constructing a building using the prefabricated concrete panels are provided.

Abstract: A removable support structure for concrete slab fabrication is described. A horizontally length adjustable latch device may be secured to both ends of shoring girders or shoring beams, or to just one end with a fixed in place latch secured at the other end, to permit rapid and accurate placement of the shoring support across a span to be structured in concrete. Vertical shoring posts and supports are eliminated, with the added advantage of the plane of the shoring always being automatically in the plane of the floor being formed. Bearing shoes on the ends of corrugated deck members, secured to building girders, cooperate with straps at their other ends, accurately and securely positions the corrugated decking in place. After the concrete has hardened, the entire support structure, including the shoring girders, shoring beams, and corrugated deck members, are rapidly and efficiently removed, ready for re-use.

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 monocoque concrete structure includes a core structure comprised of foam panels presenting opposite sides and arranged in a desired shape of the monocoque concrete structure. A layer of concrete is applied to each of the opposite sides of the core structure to form a double monocoque concrete structure having a load bearing concrete shell on each of the opposite sides of the core structure.

Abstract: A load bearing-metal panel and stucco substrate cooperates with adjacent panels to form load bearing studs that are interconnected by a metal lath stucco substrate to which stucco can be applied, each panel being generally in the form of a channel in which insulation can be placed, whereby a wall structure can be formed by adjacent placement and interconnection of panels.

Abstract: A removable support structure for concrete slab fabrication is described. A latch device secured to the ends of both shoring girders and shoring beams permits rapid and accurate placement of the shoring support across a span to be structured in concrete. Vertical shoring posts and supports are eliminated, with the added advantage of the plane of the shoring always being automatically in the plane of the floor being formed. Bearing shoes on the ends of corrugated deck members, secured to building girders, cooperating with straps at their other ends, accurately and securely positions the corrugated decking in place. After the concrete has hardened, the entire support structure, including the shoring girders, shoring beams, and corrugated deck members, are rapidly and efficiently removed, ready for re-use.

Abstract: A rod-shaped tension member formed of fiber reinforced composite material is utilized as an anchoring rod in foundation and mining construction, or as a reinforcing member in concrete and prestressed concrete construction. At least, in an axially extending region where it is to receive an anchoring member, such as a rod, the tension member has a continuous helical thread formed of alternating ribs and recesses. The anchoring member has a corresponding thread so that it can be screwed onto the tension member thread. An intermediate layer is provided between the threaded regions of the tension member and the anchoring nut, and is formed of a material affording large plastic deformation relative to the tension member when slight stress increases occur at overload conditions.

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.

Abstract: Building frame units and building structures using such frame-units as load bearing wall sections or wall panels are disclosed. The frame units comprise metal sections providing longitudinal frame members, each framemembers and interconnecting means define a rectangular skeletal frame with all residual spaces being closed by an infill of rigid insulation material providing a sealing and insulating barrier. The building structure is fabricated by assembling and erecting the frame units in a side-by-side interconnected relationship upon a preconstructed base foundation with a special steel sill plate.

Abstract: An upright-wall, ceiling or roof made of panels fastened together along contacting panel edges. Each panel is made of a can-supporting planar element (a sheet of plywood, masonite, plastic or the like), reinforcing bars defining outer edges of the panel, cans between the reinforcing bars, wide-mesh wire or plastic panel-reinforcing network on the cans, and molded matrix material (foamed, cellular, polyolefin plastic, or concrete of portland or other cement and sand or porous aggregate -- for example, cinders, vermiculite, pumice, charred sawdust or the like) on the cans. The can-supporting element is placed in a mold, cans are put on this element optionally parallel to it but with their axes preferably perpendicular to it, the wide-mesh network is placed on the cans, and the moldable plastic material in fluent form is poured or injected into the mold thru the wide mesh of the network around the cans and on the network.

Abstract: An insulated decking structure and method using a sheet metal structural shape as a purlin or sub-purlin which is symmetrical about a vertical bisecting plane and having a central vertical web, two legs projecting downwardly from the bottom of said web at an angle of about 45.degree. to 75.degree. to the horizontal, each leg having a substantially horizontal flange projecting outwardly at its lower extremity, and a stiffening member at the upper edge of the web.