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Jose Pablo

Jose Pablo Cortina Cordero, Mexico MX

Patent application numberDescriptionPublished
20100139181METHOD FOR MOUNTING IN SECTIONS AN ANNULAR TOWER FOR WIND POWER GENERATOR, HELIOSTATIC POWER GENERATOR OR CHIMNEY COMPOSED FROM THREE CONCRETE SEGMENTS OR MORE - A method for erecting a pre-stressed sectionalized and segmented concrete tower for wind power or heliostatic generator or chimney comprising the steps of (a) building a tower foundation; (b) fabricating a plurality of concrete segments having internal ducts for introducing pre-stressing tendons; (c) fabricating a plurality of assembling supports and lifting harnesses for proving a support to the concrete segments when assembled in tower sections; (d) installing, with a crane the concrete segments to conform the concrete tower section; (e) engaging a lifting harness to the concrete tower section, lift the whole section of tower, mount such concrete section on the foundation and disengage the lifting harness and/or the assembling support; (f) assembling the following concrete tower sections though the use of assembling supports and mounting such tower sections through the use of lifting harnesses; and (g) joining the concrete sections through prestressing tendons to provide a rigid tower.06-10-2010

Jose Pablo Cortina-Cordero, Col. Paseo De Las Lomas MX

Patent application numberDescriptionPublished
20110299937PRE-STRESSED CONCRETE FOUNDATION FOR A MARINE BUILDING STRUCTURE - A pre-stressed marine foundation includes a concrete base to be placed on a sea bed, a body placed over the concrete base, and a concrete platform. The body includes closed sections, each closed section composed of a pre-stressed concrete segmented column that has an upper extreme and a lower extreme joined at the base, and opened sections joined at sides of the closed sections, each open section composed of a structured beam frame. The concrete platform is joined at the upper extremes of the concrete columns.12-08-2011

Jose Pablo Cortina Ortega, Mexico MX

Patent application numberDescriptionPublished
20100139181METHOD FOR MOUNTING IN SECTIONS AN ANNULAR TOWER FOR WIND POWER GENERATOR, HELIOSTATIC POWER GENERATOR OR CHIMNEY COMPOSED FROM THREE CONCRETE SEGMENTS OR MORE - A method for erecting a pre-stressed sectionalized and segmented concrete tower for wind power or heliostatic generator or chimney comprising the steps of (a) building a tower foundation; (b) fabricating a plurality of concrete segments having internal ducts for introducing pre-stressing tendons; (c) fabricating a plurality of assembling supports and lifting harnesses for proving a support to the concrete segments when assembled in tower sections; (d) installing, with a crane the concrete segments to conform the concrete tower section; (e) engaging a lifting harness to the concrete tower section, lift the whole section of tower, mount such concrete section on the foundation and disengage the lifting harness and/or the assembling support; (f) assembling the following concrete tower sections though the use of assembling supports and mounting such tower sections through the use of lifting harnesses; and (g) joining the concrete sections through prestressing tendons to provide a rigid tower.06-10-2010

Jose Pablo Cortina-Ortega, Paseo De Las Lomas MX

Patent application numberDescriptionPublished
20110308186FLANGE FOR WIND POWER GENERATORS - In a flange to adapt a wind power generator to a pre-stressed concrete tower, the flange includes an annular tapered pre-stressed concrete shell having a bulging which inwardly protrudes toward a central axis of the flange, and a steel component to be embedded within the pre-stressed concrete shell. The bulging includes a horizontal flat surface for settling the steel component. The steel component includes an annular tapered body having an upper and lower end, a plurality of vertical and radially extended fins joined to an external face of the steel component, a connecting ring joined to the body upper end and including a plurality of holes for introducing bolts to join the wind power generator, and an annular base joined to the body lower end, which is settled on the bulging.12-22-2011

Jose Pablo Cortina-Ortega, Col. Paseo De Las Lomas MX

Patent application numberDescriptionPublished
20110299937PRE-STRESSED CONCRETE FOUNDATION FOR A MARINE BUILDING STRUCTURE - A pre-stressed marine foundation includes a concrete base to be placed on a sea bed, a body placed over the concrete base, and a concrete platform. The body includes closed sections, each closed section composed of a pre-stressed concrete segmented column that has an upper extreme and a lower extreme joined at the base, and opened sections joined at sides of the closed sections, each open section composed of a structured beam frame. The concrete platform is joined at the upper extremes of the concrete columns.12-08-2011

Jose Pablo Diaz Jimenez, Sitges ES

Patent application numberDescriptionPublished
20110108037ENHANCEMENTS INTRODUCED INTO PROLONGED TRACHEAL CANNULATION PROCESSES - Consists of positioning, through the orifice or tracheostoma -05-12-2011

Jose Pablo Ruiz Minguela, Zamudio ES

Patent application numberDescriptionPublished
20090322080INSTALLATION AND METHOD FOR HARNESSING WAVE ENERGY - Installation for harnessing wave energy, comprising a floating structure (12-31-2009