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12706results about "Towers" patented technology

Illuminated umbrella assembly having self-contained and replacable lighting

An illuminated umbrella assembly having self-contained and protected lights is described. The illuminated umbrella assembly comprises (i) a lower vertical support pole having a first end for engagement to a generally horizontal surface and a second end extending upwardly there from; (ii) an upper vertical support pole having a first end coupled to the second end of the lower vertical support pole and a second end extending upwardly there from; (iii) a plurality of umbrella support bars extending from the second end of the upper vertical support pole; (iv) an umbrella panel overlaying and coupled to the plurality of umbrella support bars; (v) a hinged column coupled coaxially around and selectively movable along the upper vertical support pole; (vi) a plurality of hollowed, elongated and non-opaque support rails, each having a first end coupled to the hinged column and a second end coupled to one of the plurality of umbrella support bars; (vii) a plurality of light strands positioned internally within and extending substantially along the length of the plurality of hollowed, elongated and non-opaque support rails, each of the plurality of light strands having one of a plurality of plugs on one end thereof; (viii) a battery sleeve containing a series of rechargeable DC batteries wherein the battery sleeve is contained coaxially within the lower vertical support pole and is electrically wired to provide power to the light strands by including outlets to engage with said plugs; (ix) a solar panel overlaying at least a portion of the umbrella panel and electrically wired to provide power to the light strands through the outlets; and (x) a plurality of coupling hinges for individually attaching the second ends of the support rails to the plurality of umbrella support bars. A power switch is often provided to control the illumination of the light strands.
Owner:BUNCH COLETTE M +1

Structural walls

A plurality of studs (14) are spaced apart relative to each other. Upper end portions (32) of the studs fit into an upper channel space (22) and lower end portions (34) fit into a lower channel space (30). The lower channel space (30) is defined in part by a pair of spaced apart sidewalls (24, 26). Screw fasteners (52) extend through the sidewalls (24, 26) and connect them to the lower end portion (34) of the stud (14). The studs (14) have upper ends that are spaced from a web (20) forming the upper boundary of the upper channel space (22). Vertical elongated slots (48, 50) are provided in the sidewalls (38, 40) of the studs (14). Screw fasteners extend through the sidewalls (16, 18) of the upper channel member (10) and then extend into and through the slots (48, 50). The heads of the screw fasteners (52) bear against the sidewalls (16, 18) when the screw fasteners (52) are tightened. This firmly connects the screw fasteners (52) to the sidewalls (16, 18), but there is no connection of the screw fasteners (52) to the upper end portions of the studs (14). When the screw fasteners (52) are tightened, there is no clamping action between the heads (54) of the screw fasteners (52) and the upper end portions (32) of the studs (14). As a result, the studs (14) are completely free to move up and down relative to the upper channel member (10), within limits established by the lengths of the slots (48, 50).
Owner:STEELER

Moment-resistant structure, sustainer and method of resisting episodic loads

The present invention relates to a moment-resistant structure, sustainer, and method of construction for deformably resisting episodic loads, particularly those of high intensity. The episodic loads may be due to earthquake, impact, or other intense episodic sources. The structure and sustainer may be in buildings, bridges, or other civil works, land vehicles, watercraft, aircraft, spacecraft, machinery, or other structural systems or apparati. Deformation capacity is enhanced by the use of multiple dissipative zones. Dissipative zones that function in a manner similar to plastic hinges are determined by one or more voids that are located in the web of a sustainer. The one or more voids are of a size, shape, and configuration to assure that the dissipative zones deform inelastically when a critical stress, i.e., a maximum allowable demand, is reached, thereby developing the action of a structural fuse, preventing the occurrence of stress and strain demands sufficient to cause fracture of the connection welds or adjacent heat-affected zones, i.e., preventing the stress and strain demands from exceeding the strength capacity of the connection welds or adjacent heat-affected zones. The sustainers may be removably connected to the remainder of the structure, facilitating their replacement after inelastic deformation. The structure, sustainer, and method of construction may be utilized in new construction and in the rehabilitation of existing construction. Mechanical equipment and utilities may pass through the voids.
Owner:ASCHHEIM MARK AMOS
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