Patent classifications
E04H15/22
Temporary Environmentally Controlled Enclosure For Pipeline Repair
This invention relates to a climate controlled, air supportable, temporary elongated enclosure constructed around a predetermined section of transmission pipeline having at least one anomaly that needs to be inspected, repaired, or both. The enclosure allows workers to inspect and repair an anomaly in the pipeline without regard to normal weather conditions.
Temporary Environmentally Controlled Enclosure For Pipeline Repair
This invention relates to a climate controlled, air supportable, temporary elongated enclosure constructed around a predetermined section of transmission pipeline having at least one anomaly that needs to be inspected, repaired, or both. The enclosure allows workers to inspect and repair an anomaly in the pipeline without regard to normal weather conditions.
RAPIDLY DEPLOYABLE AIR SUPPORTED STRUCTURE SYSTEMS AND RELATED METHODS
Transportable and rapidly deployable air supported structure systems and related methods are disclosed. The air supported structure systems include at least one transportable container. The systems also include a flexible outer membrane configured to couple to a base in a substantially air-tight manner. The systems further include at least one air handling mechanism contained within the at least one container configured to force air between the outer membrane and the base to form an enclosure therebetween via internal air pressure. The systems are configurable between a packaged state with the outer membrane contained within the at least one container, and a deployed state with the outer membrane being coupled to the base and the at least one air handling mechanism forming the enclosure via the internal air pressure. The at least one container may form a portion of the base and/or provide for ingress and egress with the enclosure.
RAPIDLY DEPLOYABLE AIR SUPPORTED STRUCTURE SYSTEMS AND RELATED METHODS
Transportable and rapidly deployable air supported structure systems and related methods are disclosed. The air supported structure systems include at least one transportable container. The systems also include a flexible outer membrane configured to couple to a base in a substantially air-tight manner. The systems further include at least one air handling mechanism contained within the at least one container configured to force air between the outer membrane and the base to form an enclosure therebetween via internal air pressure. The systems are configurable between a packaged state with the outer membrane contained within the at least one container, and a deployed state with the outer membrane being coupled to the base and the at least one air handling mechanism forming the enclosure via the internal air pressure. The at least one container may form a portion of the base and/or provide for ingress and egress with the enclosure.
Rapidly deployable air supported structure systems and related methods
Transportable and rapidly deployable air supported structure systems and related methods are disclosed. The air supported structure systems include at least one transportable container. The systems also include a flexible outer membrane configured to couple to a base in a substantially air-tight manner. The systems further include at least one air handling mechanism contained within the at least one container configured to force air between the outer membrane and the base to form an enclosure therebetween via internal air pressure. The systems are configurable between a packaged state with the outer membrane contained within the at least one container, and a deployed state with the outer membrane being coupled to the base and the at least one air handling mechanism forming the enclosure via the internal air pressure. The at least one container may form a portion of the base and/or provide for ingress and egress with the enclosure.
Rapidly deployable air supported structure systems and related methods
Transportable and rapidly deployable air supported structure systems and related methods are disclosed. The air supported structure systems include at least one transportable container. The systems also include a flexible outer membrane configured to couple to a base in a substantially air-tight manner. The systems further include at least one air handling mechanism contained within the at least one container configured to force air between the outer membrane and the base to form an enclosure therebetween via internal air pressure. The systems are configurable between a packaged state with the outer membrane contained within the at least one container, and a deployed state with the outer membrane being coupled to the base and the at least one air handling mechanism forming the enclosure via the internal air pressure. The at least one container may form a portion of the base and/or provide for ingress and egress with the enclosure.
Earthquake protection system for a floating slab
Earthquake protection system for a floating slab (1), for the conservation of the structures placed on the slab against the dynamic forces caused by earthquakes, comprising one or more vertical holding devices, arranged on the floating slab (1), and one or more side dampers (20), located on the side walls of the floating slab (1), wherein vertical holding devices are configured for the limitation and damping of the vertical movement of the floating slab and wherein the side dampers (20) are configured to limit and damp the movement of the floating slab (1) in the horizontal direction. The invention also comprises a protection method against earthquakes for protecting that which is arranged on the floating slabs.
Earthquake protection system for a floating slab
Earthquake protection system for a floating slab (1), for the conservation of the structures placed on the slab against the dynamic forces caused by earthquakes, comprising one or more vertical holding devices, arranged on the floating slab (1), and one or more side dampers (20), located on the side walls of the floating slab (1), wherein vertical holding devices are configured for the limitation and damping of the vertical movement of the floating slab and wherein the side dampers (20) are configured to limit and damp the movement of the floating slab (1) in the horizontal direction. The invention also comprises a protection method against earthquakes for protecting that which is arranged on the floating slabs.
Hovering Air Fort
The present invention is a hovering air fort. The hovering air fort contains an inflatable housing having an open base defined by a periphery surrounding the opening and an aperture for receiving air flow for inflation and a chord hemmed into the periphery of the open base forming a hemmed opening, or one or more connecting panels affixed between the sidewalls but maintaining the base of the inflatable air fort open, such that air flow through the aperture provides structure and lift for the inflatable housing when the hemmed opening or the one or more connecting panels are positioned against an external surface to create the hovering air fort.
Hovering air fort
A hovering air fort containing a circular side panel having an aperture, a domed top, a shroud having a first end secured to the circular side panel to provide an air flow channel for forcing air through the aperture and a second end for receiving a fan; and a single chord secured at the bottom edge of the circular side panel. The chord may be secured along about 75% to 100% of the bottom edge of the circular side panel and has a weight that allows the bottom edge to be lifted above the surface when the fan forces air into the hovering air fort.