Patent classifications
E04H12/34
Methods for elevating drilling rig components with a strand jack
Apparatuses and methods for erecting drilling structures including drill floors and drilling masts include attaching a rigging line to the drilling structure and to a strand jack arranged with at least one hydraulic jack and a plurality of clamps that alternatingly secure onto the rigging line and pull the rigging line in tension. Pulling the rigging line with the strand jack raises the drilling structures to an upright or elevated position.
Expandable Sustainable Platform
A mechanical utility invention that creates an expandable sustainable platform with utility in its substantially different shape, mobility, multi-functional capabilities, and sustainability from its conventional counter part. It can be installed as a permanent step, replacing a conventional tread and riser configuration. It can used as a portable stepping stool for mobility challenged individuals when a temporary step is needed to access a high vehicle or curb. It can be utilized independently, as a utility stand or platform, in plurality to create a larger platform or stair case, as a permanent step, or in conjunction with other expandable sustainable platforms from which to build. Replacing a traditional work platform or stair tread. It can be uninstalled and used again for like or different utilities, making it largely sustainable.
Circle in Square Rigidity Mechanism
A mechanical utility invention of a semi-circle in a square hollow space that creates a permanent or temporary rigidity key for the member beam of the parent application, U.S. Ser. No. 15/703,993. It has substantially more utilities than its conventional counterparts: spring latches, and expansion clips; in that it is different in shape, is gravity induced, movement is via compression, is comprised of minimal parts, can automatically prevent reverse motion of forward moving parts where prevention of accidental reverse motion is desired or necessary.
FOUNDATION WITH PEDESTAL AND RIBS FOR TOWERS
A wind turbine foundation comprising a concrete support slab having a horizontal rebar grid therein, a concrete pedestal integral with the support slab and having vertical post tensioning elements therein and a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal, the ribs having rebar therein and extend outwardly from the pedestal, the pedestal, slab and ribs are connected to each other to form a monolithic foundation. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.
Cross Arm And Angle Tower And Tension Tower Comprising The Same
Provided is a cross arm with one end connected to a tower body and a free end for connecting a conducting wire. Free end comprises an end connecting piece and an extension piece. Extension piece is fixed with end connecting piece. Extension piece protrudes horizontally from end connecting piece. Conducting wire is connected to extension piece. An angle between extension piece and a cross arm center line is greater than that between conducting wire and cross arm center line. Cross arm free end includes a jumper wire device horizontally arranged on end connecting piece for hitching jumper wire. Extension piece use increases distance between conducting wire and tower body when turning angle condition is met. Gap requirement between conducting wire and tower body is met, and cross arm length increase is eliminated. Horizontally arranging jumper wire device on end connecting piece reduces distance between wire layers and tower body size.
Wind tower erection system
Tall wind towers can be erected using a mobile tilting frame comprising a major gin pole and a minor gin pole having a longitudinal axis. The tilting frame has a support cable connecting the major/minor gin poles. The minor gin pole can pivot relative to the major gin pole so that the longitudinal axis of the minor gin pole can be perpendicular to the longitudinal axis of the major gin pole.
Wind tower erection system
Tall wind towers can be erected using a mobile tilting frame comprising a major gin pole and a minor gin pole having a longitudinal axis. The tilting frame has a support cable connecting the major/minor gin poles. The minor gin pole can pivot relative to the major gin pole so that the longitudinal axis of the minor gin pole can be perpendicular to the longitudinal axis of the major gin pole.
Method for manufacturing a wind turbine tower structure based on wind direction
A method for manufacturing a tower structure of a wind turbine at a wind turbine site. The method includes determining an optimized shape of the tower structure based on one or more site parameters. Further, the optimized shape of the tower structure is non-symmetrical. In a further step, the method include printing, via an additive printing device, the optimized shape of the tower structure of the wind turbine at the wind turbine site, at least in part, of a cementitious material. In addition, the method includes allowing the cementitious material to cure so as to form the tower structure of the wind turbine.
Method for the disassembly of tower of a wind power plant
A method for, in particular completely or partially, disassembling a tower of a wind power plant, comprising the following steps: selecting suitable disassembly measures as a function of the tower location and the tower characteristics; preparing the disassembly, in particular of the tower and optionally the surroundings; carrying out the disassembly; and transporting the disassembled tower away.
SYSTEM AND METHOD FOR MANUFACTURING A TOWER STRUCTURE
A method for manufacturing a tower structure, the method including printing and depositing, with at least one variable-width deposition nozzle of a printhead assembly, one or more layers of at least one wall element of the tower structure, the at least one wall element having an outer circumferential surface and an inner circumferential surface. The method also including forming, with the at least one variable-width deposition nozzle, at least one void into the at least one wall element. The method also including placing at least one reinforcement member within the at least one void so as to position the at least one reinforcement member closer to a neutral axis of the at least one wall element than at least one of the outer circumferential surface or the inner circumferential surface.