Wind turbine tower and respective foundation base
The present invention refers to a wind turbine tower and a respective foundation base, comprising a central column with a central column foundation, upper tensile structural elements with upper ends attached to a tensile structure element bearing portion of the central column and tensile structural element foundations around the central column foundation. The structural system is characterized in that each lower end of the upper tensile structural elements is attached to a respective compressive structural element that connects said lower end of the respective upper tensile structural element with a compressive structural element bearing portion of the central column and that each lower end of the upper tensile structural elements is attached to a respective lower tensile structural element that connects said lower end of the respective upper tensile structural element with one of the tensile structural element foundations.
1. A base ( 8 ) for support of a wind turbine tower ( 50 ) comprising:
a central column ( 10 ), with a central column foundation ( 36 ) for fixing the central column ( 10 ) to the ground or a support platform,
pliable inclined upper tensile structural elements ( 12 ) with upper ends attached to a tensile structure element bearing portion ( 44 ) of the central column ( 10 ) above the central column foundation ( 36 ), and
tensile structural element foundations ( 22 ) around the central column foundation ( 10 ), which provide a fixation to the ground independently from the central column foundation ( 36 ),
characterized in that
a lower end of each of the upper tensile structural elements ( 12 ) is attached to a respective flexurally rigid compressive structural element ( 16 ) that connects said lower end of the respective upper tensile structural element ( 12 ) with a compressive structural element bearing portion ( 46 ) of the central column ( 10 ), which is located between the tensile structure element bearing portion ( 44 ) and the central column foundation ( 36 ), and
each lower end of the upper tensile structural elements ( 12 ) is attached to a respective pliable lower tensile structural element ( 14 ) that connects said lower end of the respective upper tensile structural element ( 12 ) with one of the tensile structural element foundations ( 22 ).
2. The base ( 8 ) according to claim 1 , by which comprises at least three of the upper tensile structural elements ( 12 ), three of the lower tensile structural elements ( 14 ), three of the compressive structural elements ( 16 ) and three of the tensile structural element foundations ( 22 ) being equally spaced apart from each other.
3. The base ( 8 ) according to claim 2 , characterized in that each lower end of the upper tensile structural elements ( 12 ) is connected to respective lower ends of neighbouring upper tensile structural elements ( 12 ) via respective outer lateral structural elements ( 18 ) in such a manner that all outer lateral structural elements ( 18 ) form an outer annulus around the central column ( 10 ).
4. The base ( 8 ) according to claim 2 , characterized in that central portions of the compressive structural elements ( 16 ) are connected with each other via inner lateral structural elements ( 20 ) in such a manner that all of the inner lateral structural elements ( 20 ) form an inner annulus around the central column ( 10 ).
5. The base ( 8 ) according to claim 4 , characterized in that
the inner lateral structural elements ( 20 ) are indirectly pretensioned pliable elements and the outer lateral structural elements ( 18 ) are capable to bear compressive forces, or
the outer lateral structural elements ( 18 ) are indirectly pretensioned pliable elements and the inner lateral structural elements ( 20 ) are capable to bear compressive forces.
6. The base ( 8 ) according to claim 3 , characterized in that at least one of the pliable elements ( 12 ; 14 ) comprises a tensioner ( 48 ) for inducing and adapting a pretension within the at least one pliable element ( 12 ; 14 ).
7. The base ( 8 ) according to claim 1 , characterized in that the upper tensile structural elements ( 12 ) and/or lower tensile structural elements ( 14 ) are pretensioned pliable elements.
8. The base ( 8 ) according to claim 1 , characterized in that the tensile structure element bearing portion ( 44 ) and/or the compressive structural element bearing portion ( 46 ) of the central column ( 10 ) is realized by a ring that is attached to the central column ( 10 ).
9. The base ( 8 ) according to claim 1 , characterized in that the compressive structural elements ( 16 ) are hinged connected to the compressive structural element bearing portion ( 46 ).
10. A wind turbine tower ( 50 ) comprising a wind turbine disposed on a base ( 8 ) according to claim 1 .
11. The wind turbine tower ( 50 ) according to claim 10 , characterized in that the base ( 8 ) comprises at least three of the upper tensile structural elements ( 12 ), three of the lower tensile structural elements ( 14 ), three of the compressive structural elements ( 16 ) and three of the tensile structural element foundations ( 22 ) being equally spaced apart from each other.
12. The wind turbine tower ( 50 ) according to claim 10 , characterized in that each lower end of the upper tensile structural elements ( 12 ) is connected to respective lower ends of neighbouring upper tensile structural elements ( 12 ) via respective outer lateral structural elements ( 18 ) in such a manner that all outer lateral structural elements ( 18 ) form an outer annulus around the central column ( 10 ).
13. The wind turbine tower ( 50 ) according to claim 12 , characterized in that central portions of the compressive structural elements ( 16 ) are connected with each other via inner lateral structural elements ( 20 ) in such a manner that all of the inner lateral structural elements ( 20 ) form an inner annulus around the central column ( 10 ).
14. The wind turbine tower ( 50 ) according to claim 13 , characterized in that
the inner lateral structural elements ( 20 ) are indirectly pretensioned pliable elements and the outer lateral structural elements ( 18 ) are capable to bear compressive forces, or
the outer lateral structural elements ( 18 ) are indirectly pretensioned pliable elements and the inner lateral structural elements ( 20 ) are capable to bear compressive forces.
15. The wind turbine tower ( 50 ) according to claim 12 , characterized in that at least one of the pliable elements ( 12 ; 14 ) comprises a tensioner ( 48 ) for inducing and adapting a pretension within the at least one pliable element ( 12 ; 14 ).
16. The wind turbine tower ( 50 ) according to claim 10 , characterized in that the upper tensile structural elements ( 12 ) and/or lower tensile structural elements ( 14 ) are pretensioned pliable elements.
17. The wind turbine tower ( 50 ) according to claim 10 , characterized in that the tensile structure element bearing portion ( 44 ) and/or the compressive structural element bearing portion ( 46 ) of the central column ( 10 ) is realized by a ring that is attached to the central column ( 10 ).
18. The wind turbine tower ( 50 ) according to claim 10 , characterized in that the compressive structural elements ( 16 ) are hinged connected to the compressive structural element bearing portion ( 46 ).
19. A base ( 8 ) for support of a wind turbine tower ( 50 ) comprising:
a tubular central column ( 10 ), with a central column foundation ( 36 ) for fixing the central column ( 10 ) to the ground or a support platform,
pliable inclined upper tensile structural elements ( 12 ), formed of tubular cylindrical bars, with upper ends attached to a tensile structure element bearing portion ( 44 ) of the central column ( 10 ) above the central column foundation ( 36 ), and
tensile structural element foundations ( 22 ) around the central column foundation ( 10 ), which provide a fixation to the ground independently from the central column foundation ( 36 ),
characterized in that
a lower end of each of the upper tensile structural elements ( 12 ) is attached to a respective, horizontally extending, flexurally rigid compressive structural element ( 16 ) that connects said lower end of the respective upper tensile structural element ( 12 ) with a compressive structural element bearing portion ( 46 ) of the central column ( 10 ), which is located between the tensile structure element bearing portion ( 44 ) and the central column foundation ( 36 ), and
each lower end of the upper tensile structural elements ( 12 ) is attached to a respective, vertically extending, pliable lower tensile structural element ( 14 ) that connects said lower end of the respective upper tensile structural element ( 12 ) with one of the tensile structural element foundations ( 22 ).