Abstract: A deck unit has a hinged, cover panel for use in a deck system as a ceiling. The hinge may be a continuous hinge running the length of the deck unit, preferably a continuous hinge, and extend the length and width of the deck unit including its side flanges or be recessed within it. The edge of access panel cover opposite its hinge is secured using a securing mechanism to a bracket affixed inside the deck unit. By example, a set screw is threaded through a hole in the cover panel, through a weld nut on the inside face of the cover panel and through a U-nut straddling the bracket. Accordingly from a distance, the hinge, latch and the securing mechanism are not visible to indicate that the cover can be opened to permit access to the deck system interior.

Abstract: A prefabricated panelization system having a floor or roof component and a frame component. In particular, the floor or roof component includes a deck member, which can be made of deck sections, profiles, or panels. For example, the deck member can be made of continuous panels that cover the desired width and length of the floor or roof component without intermediate beams between supporting elements. Alternatively, the deck members can be made of individual or panelized sections that are combined in juxtaposed relation to form the desired width and length. The frame component includes opposing horizontal support channels that are attached to opposing columns, respectfully.

Abstract: A deck unit is disclosed to form a deck system for a roof or floor that is capable of supporting a heavier load and/or spanning greater distances. The deck unit is a profiled, metal unit, that derives its greater load-bearing strength in part from its greater depth but provides flexibility in achieving the greater strength from the way the additional depth is obtained. In particular, a full length channel is attached to a hat-shaped profile. The channel adds strength both by increasing deck unit depth and by avoiding lengthening the webs on the hat-shaped profile. The channel increases design flexibility by allowing the designer to increase the strength of pre-existing decks by the addition of a channel of suitable metal thickness and size. It also provides a channel for conduit, cabling and wiring. The deck unit may be fluted or, by the addition of a liner panel to close the interior of hat-shaped profile, cellular. Sound absorbing materials can be installed in either a fluted or cellular deck unit.

Abstract: A deck system includes plural deck units fastened together and carried directly by the framing system of a building directly or indirectly by frame elements that are themselves carried by the framing system. To relieve lateral forces on the deck system that exceed a pre-engineered level, these frame elements include a slidable support and slidable brackets both with slotted holes that permit controlled and limited movement of the deck system in two mutually orthogonal directions with respect to the framing system of the building. In addition, the individual deck units may move horizontally with respect to the each other and the framing system. Each decking unit may be connected to an adjacent decking unit using a slotted hole formed in one of its two side laps.

Abstract: A deck system is made by joining deck units, each having a hat-shaped profile fastened to the topside of a profiled bottom panel. The bottom panel has nestable or interlocking side laps and one or more “dove-tail” shaped recesses formed therein. These recesses, which may be concave upward or downward, give the deck unit additional strength as a defined, confined location for use to run conduit and to provide vertical support for vertical loads. The deck system may be combined with a layer of concrete for use as a floor or roof.

Abstract: A prefabrication system having a floor component and a frame component. In particular, the floor component includes a deck member, which can be made of deck sections, profiles, or panels. For example, the deck member can be made of continuous panels that cover the desired width and length of the floor component. Alternatively, the deck member can be made of preassembled sections that are combined in juxtaposed relation to form the desired width and length. The frame component includes opposing horizontal support channels that are attached to opposing vertical columns, respectfully.

Abstract: A composite a deck system having a deck component and a concrete component. The deck component of the present invention includes deck sections, each having a longitudinally-extending rib with spaced apart sidewalls connected to a top wall. At the opposing ends of the sidewalls can be included side edges or webs having upturned flanges with an opening or openings along the flanges that are dimensioned to facilitate composite action between the deck sections and the concrete. The system includes a first deck section, as described, adjacent to a second deck section, wherein the side edges of the first and second deck sections are in juxtaposed relation. These deck sections can be combined with concrete to form a composite deck.

Abstract: A composite a deck system having a deck component and a concrete component. The deck component of the present invention includes deck sections, each having a longitudinally-extending rib with spaced apart sidewalls connected to a top wall. At the opposing ends of the sidewalls can be included side edges or webs having upturned flanges with an opening or openings along the flanges that are dimensioned to facilitate composite action between the deck sections and the concrete. The system includes a first deck section, as described, adjacent to a second deck section, wherein the side edges of the first and second deck sections are in juxtaposed relation. These deck sections can be combined with concrete to form a composite deck.

Abstract: A tool that can be used to join adjacent deck sections along their side edges. The tool can include a handle portion that is used by the operator to maneuver the tool and a cutting and folding assembly that is at the base of the tool. The cutting and folding assembly can further include a driven punch that operates with a stationary die to simultaneously cut and shear the horizontal elements of a side lap, then folds those elements downward about 90 degrees from their original horizontal position, hemming the two individual side laps into a flattened vertical seam.

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 blank of a bracket, a bracket, a system using a bracket and a method for mutually securing two or more of a header, a joist and a base, for accurately positioning a header with respect to a base, and for stiffening the webs of a header and a joist to thereby prevent crippling or bending of the webs and to thereby prevent the joist from rolling from side to side. A metal blank can be formed into a bracket which can be used in a system having a header, plural joists and a base whereby the bracket is secured to the header, joist and base for stiffening the webs of C-shaped and/or Z-shaped headers and joists and for aligning and mutually securing the header, joist and base.

Abstract: A composite metal/concrete floor system and method of installation. The system includes a novel decking profile; snap-in cover plates to provide longitudinal cells for three services; a lateral trench with sheet metal rails and bottom plates; and cooperating preset inserts. The deck and cover plate may be used as distribution cells suspended between the bar joists of a formed deck.

Abstract: A composite metal/concrete floor system and method of installation. The system includes a novel decking profile; snap-in cover plates to provide longitudinal cells for three services; a lateral trench with sheet metal rails and bottom plates; and cooperating preset inserts. The deck and cover plate may be used as distribution cells suspended between the bar joists of a formed deck.

Abstract: A composite metal/concrete floor system and method of installation. The system includes a novel decking profile; snap-in cover plates to provide longitudinal cells for three services; a lateral trench with sheet metal rails and bottom plates; and cooperating preset inserts.

Abstract: A main beam for a ceiling grid suspension system with an improved connector and compression section. The connector is of the tongue and strap type, compact with improved resistance to bending. The compression section includes an interrupted and compressed bead, a creased web strap and a downward deflecting flange.

Abstract: A system of forms for facilitating the pouring of concrete into slabs, including a single "universal" screed stake with four vertically spaced pairs of fingers for selective use with screeds of four different vertical dimensions, each of the pairs of fingers receiving the lower edge of one of the screeds with the top of the stakes being received in a downwardly opening pocket formed by a hem on the upper edge of the screed. A novel stake configuration including the shape and location of the fingers and the curvature of the stake at the upper end thereof is dislcosed as is a novel screed construction including the pocket formed at the upper edge thereof and the skirt at the bottom edge thereof. Together, the screed and stakes cooperate to retain the screed on the stakes.

Abstract: A system of forms for facilitating the pouring of concrete into slabs including a single "universal" screed stake with three vertically spaced pairs of fingers or ear-like members may be selectively used with screeds of four different vertical dimensions, each of the pairs of earlike members receiving the lower side of one of the screeds with the top of the stakes being received in a downwardly opening pocket formed on the topside of the screed. The horizontally extending channel in the screed is provided with a plurality of spaced slots, so that the top of the stake may be inserted through the slot instead of into the pocket on the topside of the screed when a screed of the fourth vertical dimension is used and the lower end thereof is received into one of the three pairs of ear-like members.