Abstract: An industrial misting fan with mobility control and a method of controlling an industrial misting fan comprise a blower unit comprising an air conduit, a plurality of spray nozzles positioned to supply a spray of liquid to the air conduit, and a fan positioned to supply a stream of air through the air conduit, a liquid conduit adapted to supply a pressurized sprayable liquid to the plurality of spray nozzles, a base comprising a propulsion unit that propels the industrial misting fan from a first geographic location to a second geographic location, a power unit comprising a power source that supplies power to at least one of the blower unit and the base, and an industrial misting fan controller configured to receive input of data and produce output of at least one command signal for operating the industrial misting fan.

Abstract: A plurality of pre-formed panels are provided. Each panel comprises construction boards held apart from each other by spaced apertured metal strength members (2) to form a sandwich construction. Each strength member is provided with at least one bar (10) extending beyond an edge of the construction boards. Each strength member has a bar receiving portion (63) associated with its end opposite the at least one bar. To construct a wall, a first such panel is first erected with its strength members (2) extending vertically and with the bars (10) projecting above the remainder of the panel. The void between the construction boards is then filled with a settable material. A second panel is located vertically above the first by slotting the bars of the first panel into bar receiving portions of strength members in the second panel. Thereafter, the void between the construction boards of the second panel is filled with the settable material.

Abstract: A plurality of pre-formed panels are provided. Each panel comprises construction boards held apart from each other by spaced apertured metal strength members (2) to form a sandwich construction. Each strength member is provided with at least one bar (10) extending beyond an edge of the construction boards. Each strength member has a bar receiving portion (63) associated with its end opposite the at least one bar. To construct a wall, a first such panel is first erected with its strength members (2) extending vertically and with the bars (10) projecting above the remainder of the panel. The void between the construction boards is then filled with a settable material. A second panel is located vertically above the first by slotting the bars of the first panel into bar receiving portions of strength members in the second panel. Thereafter, the void between the construction boards of the second panel is filled with the settable material.

Abstract: A connector which provides a joint between two double skin composite panels of a structure. Each double skin composite panel comprises a pair of metal icing plates joined together by a plurality of cross-members and filled , at least partially, with a cementitious filler material. Each cross-member is connected to both facing plates and the connector comprises one or more seamless sections.

Abstract: A simulcast system for transmitting and receiving signals through a plurality of remote sites within a certain area is generally described. The system automatically equalizes signal characteristics in transmission overlap regions between adjacent sites so that mobile units within the area receive signals of acceptable quality. A particular site is chosen to provide reference characteristics and a series of consecutively adjacent sites are then equalized in pairs. A control site sequentially transmits and receives a training signal through each site to determine an adjustment which will equalize the signal characteristics of successive sites in the series.

Abstract: A double skin composite panel comprising two steel facing plates of thickness between 2 mm and 32 mm is joined together by cross-members. Each cross-member is aligned generally normal to the facing plates and is spaced from its neighboring members by a distance of between 10 and 80 times the thickness of the centers of the facing plates, the separation between the facing plates being between 30 mm and 800 mm. A filler material, e.g. concrete, is introduced into the spacing between the facing plates.