Abstract: A tire deflating blade system is disclosed having a plurality of tire deflating blade system modules that can be adjacently and pivotally connected together to form a tire deflating blade system of variable length. Each tire deflating blade system module comprises a base being generally rectangular in shape and having an end profile that is generally trapezoidal in shape. One or more blades are permanently disposed in the base and are rotatably connected to a shaft that runs longitudinally through the base, such that the blades can be moved between a retracted position for storage and an armed position for deflating tires upon the longitudinal movement of the shaft. The blades are very strong having a plurality of sharpened edges and at least two points. A cover plate is positioned over each blade to ensure safety while handling and storing the device while the blades are in the retracted position, thereby preventing anyone and any thing from being cut by the blades.

Abstract: A method of construction a prestressed cable-stay bridge is provided. The method includes the constructing at least a tower having a pier, a pair of masts and a girder between the masts for securing a deck, a main beam supported on the deck along a longitudinal direction of the bridge, a pair of sub-beams connect to two ends of the main beam and suspended from a plurality of temporal stay cables from the top of the masts, an upper portion and a plurality of segment secured on the top of the main beam and the sub-beam after the performance of on the spot prestressing procedure, a plurality of side reinforcements secured to the elongate gaps at two lateral side of the bridge, a plurality of permanent stay cables instead of the temporal stay cables for suspending the bridge from the inner side of the masts and a roadway paved on the top of the bridge.

Abstract: A pier comprising a floating pierhead structure which has transverse thrurs to assist maneuvering operations and four pedestal cranes to move cargo from and to ocean going ships docked at the structure. At the stern of the structure is a stern ramp receiving platform which is used during cargo off loading operations to allow access to the structure from ships equipped with stern ramps. The mooring system for the floating pierhead structure consist of a single point mooring anchor system located at the bow of the structure and four anchor legs located at the stern of the structure. This mooring system ensures minimal movement of the floating pierhead structure at its bow where the floating pierhead structure interfaces with a fixed position approachway, but allows the structure to be rotated over an arc of ninety degrees. The approachway for the rapidly deployed pier is a fixed position roadway connecting the floating pierhead structure to the shore line.