Hybrid concrete-composite tower for a wind turbine and method of manufacturing

Patent metadata

Field	Value
Publication number	US-10519685-B2
Application number	US-201515122018-A
Country	US
Kind code	B2
Filing date	Mar 2, 2015
Priority date	Feb 28, 2014
Publication date	Dec 31, 2019
Grant date	Dec 31, 2019

Abstract

A wind turbine tower includes a plurality of tower sections axially aligned and connected together. Each tower section includes an inner wall having a tapered cylindrical shape concentrically positioned within an outer wall having a tapered cylindrical shape. An annular space is defined between the inner wall and the outer wall, and a layer of concrete is disposed within the annular space. A plurality of post-tensioning cables extend longitudinally within the annular space or outside the outer wall, such that a first one of the tower sections is connected to a second one of the tower sections by a plurality of the post-tensioning cables.

First claim

What is claimed is:

1. A wind turbine tower comprising:
a plurality of tower sections axially aligned and connected together;
each tower section including an inner wall having a tapered cylindrical shape concentrically positioned within an outer wall having a tapered cylindrical shape and defining an annular space between the inner wall and the outer wall, and a layer of concrete within the annular space;
shear transfer members formed on one of a longitudinally extending inside surface of the outer wall and a longitudinally extending outside surface of the inner wall, wherein the shear transfer members are one of circumferentially extending ridges and circumferentially extending grooves; and
a plurality of post-tensioning cables;
wherein a third one of the tower sections includes an inner wall having a tapered cylindrical shape concentrically positioned within and attached to an outer wall having a tapered cylindrical shape and defining an annular space between the inner wall and the outer wall, the third one of the tower sections having no fill material within the annular space;
wherein the post-tensioning cables extend longitudinally one of within the annular space and outside the outer wall, such that a first one of the tower sections is connected to a second one of the tower sections by a plurality of the post-tensioning cables; and
wherein the third one of the tower sections is connected to the first and second ones of the tower sections by the plurality of the post-tensioning cables.

2. The wind turbine tower according to claim 1 , further including a foundation formed in the ground, wherein the first one of the tower sections is positioned on the foundation, the third one of the tower sections is connected to the second one of the tower sections, and the plurality of the post-tensioning cables connect the foundation, and the first, second, and third tower sections together.

3. The wind turbine tower according to claim 2 , wherein the foundation is formed from reinforced concrete and includes a base, a substantially cylindrical body extending outwardly from the base and defining an access space therein, and a radially inwardly extending mounting flange formed in the body, the mounting flange defining a surface to which the first one of the tower sections is mounted.

4. A method of forming a wind turbine tower, characterized in that:
forming a foundation;
forming a plurality of outer walls having a tapered cylindrical shape;
forming a plurality of inner walls having a tapered cylindrical shape;
joining each inner wall within one of the outer walls with a plurality of fasteners to define a plurality of shells such that an annular space is defined between the inner wall and the outer wall of each shell, each shell having a first end and a second end;
mounting the first end of a first one of the shells on the foundation;
disposing elongated tubes defining cable channels longitudinally within the annular space;
introducing wet concrete into the annular space of the first one of the shells;
after the concrete is cured, extending a plurality of post-tensioning cables through the elongated tubes and between the foundation and the second end of the first one of the shells and applying tension to the plurality of post-tensioning cables to connect the first one of the shells to the foundation;
mounting the first end of a second one of the shells to the second end of the first one of the shells;
disposing elongated tubes defining cable channels longitudinally within the annular space of the second one of the shells;
introducing wet concrete into the annular space of the second one of the shells;
after the concrete in the annular space of the second one of the shells is cured, extending a plurality of post-tensioning cables through the elongated tubes and between the foundation and the second end of the second one of the shells and applying tension to the plurality of post-tensioning cables to connect the second one of the shells to the first one of the shells and to the foundation;
mounting the first end of a third one of the shells to the second end of the second one of the shells, the third one of the shells having no fill material within the annular space;
disposing elongated tubes defining cable channels longitudinally within the annular space of the third one of the shells; and
extending a plurality of post-tensioning cables between the foundation and the second end of the third one of the shells and applying tension to the plurality of post-tensioning cables to connect the third one of the shells to the first and second ones of the shells and to the foundation.

5. The method of forming a wind turbine tower according to claim 4 , further including shear transfer members formed on one of a longitudinally extending inside surface of each outer wall and a longitudinally extending outside surface of each inner wall.

6. The method of forming a wind turbine tower according to claim 4 , further including mounting a wind turbine to the second end of the third one of the shells.

7. The method of forming a wind turbine tower according to claim 4 , further including:
forming the plurality of outer walls and the plurality of inner walls a location remote from a location where the foundation is formed;
flattening the outer walls and the inner walls into an oblate shape;
positioning a one of the outer walls and the inner walls that have been flattened into an oblate shape on truck bed;
moving the truck bed and the one of the outer walls and the inner walls that has been flattened into an oblate shape positioned thereon to the location where the foundation is formed.

8. The method of forming a wind turbine tower according to claim 4 , wherein the foundation is formed from reinforced concrete and includes a base, a substantially cylindrical body extending outwardly from the base and defining an access space therein, and a radially inwardly extending mounting flange formed in the body, the mounting flange defining a surface to which the first one of the tower sections is mounted.

9. The method of forming a wind turbine tower according to claim 8 , wherein the substantially cylindrical body extends longitudinally outward of the foundation such that it defines a lower tower section of the wind turbine tower.

10. The method of forming a wind turbine tower according to claim 4 , wherein prior to the step of introducing wet concrete into the annular space of the first one of the shells, further including inserting temporary post-tensioning rods within the elongated tubes to temporarily secure the first one of the shells to the foundation.

11. The method of forming a wind turbine tower according to claim 4 , wherein prior to the step of introducing wet concrete into the annular space of the second one of the shells, further including inserting temporary post-tensioning rods within the elongated tubes to temporarily secure the second one of the shells to the first one of the shells.

12. The method of forming a wind turbine tower according to claim 4 , further including forming the plurality of outer tubes and inner tubes from fiber reinforced polymer in a field winding manufacturing process at a location where the wind turbine tower will be formed and erected.

13. The method of forming a wind turbine tower according to claim 4 , further including a self-erecting tower-mounted crane mounted to the first one of the shells; and further including lifting and positioning the second one of the shells onto the first one of the shells with the self-erecting tower-mounted crane.

14. A method of assembling a wind turbine tower characterized in that:

Assignees

• Univ Maine System

Inventors

• Viselli Anthony M
• Dagher Habib J

Classifications

• E04H12/02

  Structures made of specified materials · CPC title

• Y02E10/728

  Onshore wind turbines · CPC title

• E04H12/08

  of metal · CPC title

• E04H12/12

  of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements · CPC title

• F03D13/20

  Arrangements for mounting or supporting wind motors; Masts or towers for wind motors · CPC title