Anchor Cage for a Foundation of a Wind Turbine, Assembly Method Thereof and Foundation of a Wind Turbine

Anchor Cage for a Foundation of a Wind Turbine, Assembly Method Thereof and Foundation of a Wind Turbine

Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermedi...

Ausführliche Beschreibung

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Bibliographische Detailangaben
Hauptverfasser: Garduno Estebanez, Aitor, Aristegui Lantero, Jose Luis, Garcia Maestre, Ivan, Garcia Sayes, Jose Miguel, Nunez Polo, Miguel, De Los Rios Leyva, Gonzalo, Arlaban Gabeiras, Teresa
Format: Patent
Sprache:eng
Schlagworte:
BLASTING
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HEATING
HYDRAULIC ENGINEERING
LIGHTING
MACHINES OR ENGINES FOR LIQUIDS
MECHANICAL ENGINEERING
OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
PRODUCING MECHANICAL POWER
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
WEAPONS
WIND MOTORS
WIND, SPRING WEIGHT AND MISCELLANEOUS MOTORS
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Beschreibung
Zusammenfassung:Anchor cage for a foundation of a wind turbine. The anchor cage comprises at least an upper load distribution plate (1), at least a lower load distribution plate (2), and a plurality of first reinforcement elements (3) extending between said plates (1, 2). It further comprises at least one intermediate load distribution plate (4) placed between the upper load distribution plate (1) and the lower load distribution plate (2), and a plurality of second reinforcement elements (5) extending between the upper load distribution plate (1) and the intermediate load distribution plate (4), and being shorter than the first reinforcement elements (3). An assembly method for the anchor cage is also described. A foundation is also provided in which the total post-tensioning value provided in the upper part of the foundation (6) is different from the total post-tensioning value provided in the lower part of the foundation (7).