Abstract: Variable floor height tiered stands installed in a gymnasium, auditorium, indoor or outdoor athletic field or the like, including tiered floor members of which displacement in the fore-and-after direction and variation in depth are minimized when their inclination is changed, thereby to maintain constant the planar projected space of the stands in the architectural plan and to eliminate the risk of interference between the stands and any stationary structure in changing the inclination.

Abstract: A constructing method for underground continuous double-row walls and a structure of continuous double-row walls includes a plurality of steps. The steps are used to prepare guide walls, to dig ditches, to check verticality, to remove dirt and mud on the bottom of the ditches and to wash end plates, to prefabricate wall units of continuous double-row walls, and to place wall units in the ditches until the continuous wall is finished. The structure of a wall unit includes two base plates, two frameworks having plural auxiliary frames vertically between the two base plates, plural lateral bars fixed laterally with each auxiliary frame, plural net members fixed between two auxiliary frames, plural steel bars fixed between every two auxiliary frames, outer mold plates fixed on the outer sides of the framework, and concrete poured in the space between the mold plates and the net members.

Abstract: A lattice girder generally including a top rail, a bottom rail, vertical end posts and slanted crossbeams, wherein all of the members consist of uniform hollow sections that may be fitted into one another and thereby rigidly interconnected. The girder rail consists of two half-sections (18,19) internally provided with longitudinal flanges (20, 21) having transverse serrations so that the two half-sections may be permanently secured to one another by pressing them together with the serrations in mutual engagement. The end of a slanted crossbeam (24) having notches (at 25 and 26) is inserted into openings (22,23) in the half-sections to lock and engage the rail. Weldless lattice girders may thus be produced, in particular for forming a walkway guardrail.

Abstract: A flooring assembly and fastener therefor is comprised of a plurality of elongated flooring planks, with each flooring plank having on opposing ends a tongue-containing first longitudinal edge and a groove-containing second longitudinal edge. The flooring planks are arranged on a plurality of a supporting members, so that the tongue-containing end of a first flooring plank will engage the groove-containing end of a second flooring plank. The assembled flooring planks are securely held in place by a clip unit which is comprised of a base, at least one fastening means, a leg portion extending vertically from said base and a free, distal end portion sized to be positioned between the lower face of the tongue end of a first flooring plank and the upper face of the grooved end of a second flooring plank.

Abstract: In a sliding wall (10) comprising a plural number of individually slidable wall elements (13), with each of the wall elements (13) at its upper edge near the ceiling being delimited by a horizontally aligned support profile (12), and being laterally slidable along a common track (11) arranged above the support profile (12) by means of at least one running gear (14, 30) attached to the support profile; with each wall element (13) comprising its own drive (17) with an electrically operated drive motor (27), said drive (17) being attached to the wall element (13) and interacting with the track (11) by way of drive means (24, 25), a compact construction and at the same time flexible application are achieved in that the drive motor (27) is arranged within the support profile (12).

Abstract: Roofing tiles have dimensions differing from conventional tiles to allow manufacture of the tiles in a substantially greater size than conventional tile sizes. The tiles may be installed more rapidly, since each piece of material must be separately installed and a single tile may cover a greater area. Additional ribs are added underneath the interior portion of each tile than with conventional tiles. The ribs are spaced appropriately such that a person walking over each tile would have the weight of a single foot distributed over one or more ribs at all times. Moreover, the rims of each tile extend substantially deeper, through the thickness, of the tile. Each tile has material removed from the main surface portion, or the actual surface opposite the weather-exposed surface, to reduce the weight therefrom. Each tile may be configured with open air channels underneath each tile up and down the entire roof.

Abstract: A high strength window screen frame that includes an extruded metal frame that surrounds a window opening in a building. The frame defines an opening. A screen plate portion of the extruded metal frame is provided on the frame proximate the opening. A flange portion of the extruded metal frame is provided on an outside of the frame away from the opening. A beveled surface on the flanged portion is provided to improve the appearance of the metal frame. A screen plate stiffener is removably affixed to a back side of the extruded metal frame to secure a screen to the frame. Heavy duty mesh screen is preferably used with a high strength window screen frame of the invention. The flanged portion of the window screen frame is bolted to an exterior wall surrounding a window opening of a structure.

Abstract: A modular display system includes base units angularly positionable relative to one another on a floor area to define a lower edge of a display space. Base units include an elongated body and a pair of detachable end members connectable to the opposed ends of the elongated body at upper or lower positions. An end member connected at a lower position at one end of the body is connectable at a plurality of angles to an end member on an adjacent base unit connected at the upper position. The angular connection allows the display area to be defined and adjusted prior to installation of vertical elements forming walls. Vertical supports, preferably including columns positioned over the end members between the base units and uprights supported in sleeves in the base units are removably connectable to the base units. Crossbars are removably connectable to the upper ends of the vertical supports for defining an upper edge of the display space.

Abstract: The present invention comprises a block having a first and a second exterior side wall, a base and a top. A groove is located in the base of the block, the groove defining a first and a second interior side wall and a top interior surface. The block is locatable on a metal roof by placement of the groove about a segment of the seam formed by overlapping adjacent roofing panels. A hole is located in the block between the top of the block and the groove, and a locking device is locatable in the hole. Initially locating the locking device into the hole causes the locking device to be positioned between a portion of the seam of the metal roof and a portion of the first interior side wall of the block. Further translocation of the locking device into the hole causes the locking device to engage the portion of the seam of the metal roof and the portion of the first interior side wall of the block, thereby securing the block to the metal roof.

Abstract: A method of forming and using a metal I-beam includes hot rolling an elongated metal workpiece to establish a web and a pair of flanges on the edges thereof. The web is formed with elongated reinforcement of solid cross-section having a generally straight longitudinal axis oriented generally parallel to the flanges. The hot rolled I-beam is cooled without forming substantial waves in the web and the I-beam is subsequently secured in a building construction or other structural product. The method involves the longitudinally oriented reinforcing means which preferably are one or more elongated laterally projecting ribs having such mass that the average temperature of the web prior to cooling will be sufficiently close to the average temperature of the flanges prior to cooling that the formation of waves within the web during cooling will be resisted. The reinforcement is preferably coextensive with the I-beam. The web is preferably substantially continuous.

Abstract: An asymmetric structural insulated panel for building construction includes a generally planar insulating core such as of plastic foam or wheat-, straw-, or agricultural board. Adhered to a first surface of the insulating core is an outer facing of a conventional building material such as wood, oriented strand board (OSB), gypsum composite or cement. Adhered to a second opposed surface of the insulating core by means of a conventional adhesive is a thin, high strength sheet of paper impregnated with plastic such as polyisocyanurate. The plastic impregnated paper provides a high tensile strength for the structural insulated panel to accommodate large transverse loads on the panel. The panels may be incorporated in conventional stick construction employing 2× dimensional structural lumber members by attaching the panel's outer facing to one side of a 2× structural member after notching out an edge of the panel's insulating core.

Abstract: A multilevel building including a first row of personal occupancy spaces arranged on one side of one level of the building which is above ground level, a second row of personal occupancy spaces arranged on an opposite side of the one level of the building, an elevated street arranged on the one level of the building between the first and second rows of personal occupancy spaces, and at least one helical ramp for carrying a vehicle between the ground level outside the building and the elevated street inside the building.

Abstract: To at least considerably diminish or even completely prevent rain water from being driven inward in a strong wind, the front face (9) of the front slab segment (61) has horizontal grooves (68, 69, 70).

Abstract: A roofing plate for securing a roofing membrane to a roof includes a top surface, a bottom surface and a generally oblong peripheral edge having two major sides and two minor sides. An opening is located generally centrally on the plate in a central portion for receiving a fastener for securing the plate to the roof, and a plurality of gripping formations are formed on the peripheral edge for preventing slippage of the roofing membrane relative to the plate. Also included are a pair of first rib portions which project from the top surface respectively along at least each of the two major sides between the peripheral edge and the central opening, and a pair of transverse ribs which project from the top surface for enhancing torsional stability and reinforcing the central portion of the plate.

Abstract: A space frame including at least two elongate structural frame elements arranged side by side and being interconnected by a plurality of elongate struts spaced along the length of the elements, each structural frame element comprising an elongate hollow body having one or more strut connection nodes located along its length at predetermined positions, each connection node being in the form of a socket extending internally of the element, the socket comprising a socket wall depending from one side wall of the hollow body, the socket wall defining a socket recess and being formed by hydro-forming from said one side wall of the hollow body, each opposite end of each strut being in the form of a plug received within the socket defined by a co-operating respective connection node. The hydro-forming process may include the use of any type of pressurised hydraulic fluid.

Abstract: A pole, such as for a parking meter, that is reinforced by a hardening compound applied to its surface, preferably in vertical strips, to prevent theft, and a method of anchoring the pole or other upright object. The hardening compound is preferably a solder that is applied to the external surface of the pole by welding. Once it cools, this hardening compound cannot be cut with an ordinary hacksaw. For esthetic purposes, and to prevent rust to the pole, a PVC pipe with a slightly greater diameter than the pole is placed over and around the pole. In a preferred embodiment, the pole is welded to a base plate, with hollow metal cylinders welded to and extending from an opposite surface of the plate. Holes are drilled (or otherwise formed) in a concrete (or other solid) surface, epoxy is inserted into the holes, the metal cylinders are inserted into the holes, and when the epoxy hardens the cylinders and base plate are bonded to the concrete.

Abstract: A shielding canopy includes a fixture base mounted to a wall. A plurality of swiveling devices mounted to and equally-spaced along the fixture base. Each swiveling device rotatably supports a rotating shaft to which a panel of a predetermined width is fixed. The width of the panels substantially corresponds to a distance between adjacent swiveling devices whereby when the panels are rotated from a collapsed position where the panels substantially overlap each other to an expanded position, edges of the panels engage with each other whereby the panels together form a continuous canopy. A driving rod, actuated manually or by power, is movably supported in the fixture base. A plurality of connecting arms are pivoted to the driving rod and have free ends fixed to the rotating shafts thereby when the driving rod is moved, the panels are rotated.

Abstract: The present invention comprises a concrete building system with a method for fabricating composite panels using an improved design plastic connector and assembling them at the construction site to a structure which will be shotcreted on both sides to a concrete building which is highly insulated, is fire and termite proof, hurricane, earthquake and flood resistant and fulfills the requirement for flexible design. The Composite Panels are composed of two concrete layers, enclosing an insulative foam core. The skins are reinforced with wire mesh as structurally required and are connected through the foam core by structural highly insulative plastic connectors using the snap connection on both ends of the connectors so they form a tri-dimentional system and hold the wire mesh in place for the onsite shotcrete application, which includes an application of fiber for shrinkage and cracking.

Abstract: Two generally co-planar panels (4) are supported almost edge-to-edge by an intermediate beam (1). A coupling member (2) is captive to the beam (1) by interengaging longitudinal formations (6, 11) and provides an interlocking engagement (12, 18) for the edges of the panels (4). Opposite the coupling member (2) the beam (1) is proud of the panels (4) and receives and retains a cap (3) which seals against the panels (4).

Abstract: A durable, modular, adaptive containment system, which has a composite composition comprised of wood fibers embedded in a polymeric matrix, the system being suitable for holding soil and plants, and which is comprised of rails, preferably of rectangular cross-section, each of said rails being joined by means of a T-shaped tenon along one of its ends and a complementary T-shaped channel on the side of the rail near its other end, or which is comprised of a connector having T-shaped channels so that when four rails, each of which has a T-shaped tenon on each end, pairs of which are of equal length, are joined by inserting the T-shaped tenons of each rail into a complementary T-shaped channel on a connector, a rectangular containment system is formed.