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Elemento de transición para la transmisión de esfuerzos entre torre y subestructura en estructura flotante monolítica de hormigón para el soporte de turbinas eólicas marinas
The invention relates to the embodiment, by means of a pre-stressed concrete layer, on floating structures for supporting wind turbines, of the transition zone between the tower, of a lesser diameter, and the concrete float, of a greater diameter, whether the tower is made of metal or concrete. Said layer of revolution has the optimum geometry for the correct transmission of forces between the two parts, the tower and the float, with a reduced thickness and without the need for external rigidifying and reinforcing elements on the surfaces thereof, which would increase the weight and the cost of the structure.
Elemento de transición para la transmisión de esfuerzos entre torre y subestructura en estructura flotante monolítica de hormigón para el soporte de turbinas eólicas marinas
The invention relates to the embodiment, by means of a pre-stressed concrete layer, on floating structures for supporting wind turbines, of the transition zone between the tower, of a lesser diameter, and the concrete float, of a greater diameter, whether the tower is made of metal or concrete. Said layer of revolution has the optimum geometry for the correct transmission of forces between the two parts, the tower and the float, with a reduced thickness and without the need for external rigidifying and reinforcing elements on the surfaces thereof, which would increase the weight and the cost of the structure.
Elemento de transición para la transmisión de esfuerzos entre torre y subestructura en estructura flotante monolítica de hormigón para el soporte de turbinas eólicas marinas
MOLINS BORRELL CLIMENT (author) / CAMPOS HORTIGÜELA ALEXIS (author)
2016-10-03
Patent
Electronic Resource
Spanish
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