Foundation for a wind turbine

Abstract

The invention relates to a foundation for a wind turbine, wherein the foundation comprises substantially prefabricated elements, preferably made of reinforced concrete, with a first, vertically extending base-like portion, on which a tower of the wind turbine can be arranged, and a second substantially horizontally extending portion as foundation body, which is in contact with the ground. The first portion is arranged above the second portion and has at least one closed, preferably sleeve-shaped, base element, which is annular or polygonal, and the second portion is formed from at least two horizontal elements, which each have at least one base portion. The at least one base element of the first portion and the base portion of the horizontal element of the second portion have substantially vertical apertures, which are mounted in line with one another and in which substantially vertical bracing elements, preferably threaded rods, are arranged. The at least one base element of the first portion and the at least two horizontal elements of the second portion are preloaded against one another by the substantially vertical preloading elements. No further fastening means, in particular horizontal fastening means, are necessary for dissipation of the loads from the wind turbine.

1 . A foundation for a wind turbine comprising;
 a first, a second, and a third portion comprising at least in part prefabricated reinforced concrete elements; wherein   the first portion is arranged above the second portion;   the third portion is arranged below the second portion;   the first portion is a first pedestal element to support a tower of the wind turbine, the first portion having a closed, sleeve-shaped form, comprising at least one ring element of one of circular or polygonal form;   the second portion comprises at least two horizontal elements in contact with the ground, wherein the horizontal elements each comprise a second pedestal element section forming a second pedestal element;   the third portion is a third pedestal element, the third portion having a closed, sleeve-shaped form, comprising at least one ring element of one of circular or polygonal form, wherein;   the first pedestal element, the second pedestal element and the third pedestal element comprise vertical apertures, which are assembled flush with one another and in which vertical bracing elements are disposed; and   the at least one first pedestal element, the sections of the second pedestal element of the at least two horizontal elements and the at least one third pedestal element are preloaded with each other by the vertical bracing elements.   
     
     
         2 . The foundation for a wind turbine as claimed in  claim 2 , comprising at least one first abutment, at least one of above or within the first portion, and at least one second abutment, at least one of below or within the second portion, wherein the vertical bracing elements are tensioned against the first and second abutments. 
     
     
         3 . The foundation for a wind turbine as claimed in  claim 1 , wherein the ring element of the first pedestal element comprises at least two segments. 
     
     
         4 . The foundation for a wind turbine as claimed in  claim 3 , wherein the segments overlap in a connecting region, and wherein the apertures overlap in the overlap region. 
     
     
         5 . The foundation for a wind turbine as claimed in  claim 3 , wherein the segments in a connecting region border one another with vertical abutment surfaces 
     
     
         6 . The foundation for a wind turbine as claimed in  claim 3 , wherein in a connecting region, horizontal reinforcement elements extend from the segments which overlap in the connecting region. 
     
     
         7 . The foundation for a wind turbine as claimed in  claim 3 , wherein in the connecting region, the segments at least one of taper in height or width and comprise apertures in the tapered portions. 
     
     
         8 . The foundation for a wind turbine as claimed in  claim 7 , wherein the tapering region is filled with mortar. 
     
     
         9 . The foundation for a wind turbine as claimed in  claim 1 , wherein a stiffening element is provided in at least one of the first or second portion. 
     
     
         10 . The foundation for a wind turbine as claimed in  claim 9 , wherein the stiffening element at least one of comprises no apertures or is arranged free of fastening means in the first or second portion. 
     
     
         11 . The foundation for a wind turbine as claimed in  claim 9 , wherein the stiffening element is a sleeve whose clear internal diameter corresponds to the clear internal diameter of at least one of the first or second portion. 
     
     
         12 . The foundation for a wind turbine as claimed in  claim 9 , wherein the stiffening element is enclosed by at least one of a ring element of the first pedestal element or by the sections of the second pedestal element, wherein the height of the pedestal element enclosing the stiffening element is equal to or greater than the height of the stiffening element. 
     
     
         13 . The foundation for a wind turbine as claimed in  claim 12 , wherein at least one of the thickness of the enclosing ring element of the first pedestal element or the thickness of the enclosing sections of the second pedestal element plus the thickness of the stiffening element have the same wall thickness as the first or second pedestal elements. 
     
     
         14 . The foundation for a wind turbine as claimed in  claim 1 , wherein the at least one ring element of the third pedestal element comprises at least two segments. 
     
     
         15 . The foundation for a wind turbine as claimed in  claim 14 , wherein the segments overlap in a connecting region, and wherein the apertures overlap in the overlap region. 
     
     
         16 . The foundation for a wind turbine as claimed in  claim 14 , wherein the segments in a connecting region border one another with vertical abutment surfaces. 
     
     
         17 . The foundation for a wind turbine as claimed in  claim 14 , comprising at least one first abutment, at least one of above or within the first portion, and at least one second abutment, at least one of below or within the third portion, wherein the vertical bracing elements are tensioned against the first and second abutments. 
     
     
         18 . The foundation for a wind turbine as claimed in  claim 1 , wherein no further fastening elements, including horizontal fastening elements, are required for dissipating the loads of the wind turbine.