FOUNDATION FOR WIND TURBINE TOWERS

Abstract

A foundation for wind turbine towers of the type used to support both metal towers and concrete towers of wind turbines that uses precast concrete or metal beams, combined with small footings concreted in situ, the beams being structurally connected at the central part of the foundation by the elements of connection and of support of the tower is disclosed. The invention affords the main advantage of achieving a notable reduction in the volume of materials used, both concrete and rebar, with a great reduction in assembly time and the consequent great economic savings as well as its ease of adaptation to different terrains is presented.

Claims

1. A foundation for wind turbine towers, characterised in that it comprises at least three precast beams (2a, 2b, 2c) arranged horizontally in a radial manner, whose outermost end or ends are each supported on a concrete footing (1) by means of a support ball joint (3) in the central part of the said footing (1), and are also secured by means of a plurality of anchors (4) between the end of the beam (2a, 2b, 2c) and the footing (1), the different beams being solidly secured together at the central part of the foundation by connecting means.

2. The foundation for wind turbine towers, according to claim 1, wherein the beam (2a) is approximately twice the length of the beams (2b, 2c), the inner ends of the beams (2b, 2c) being, in this case, solidly secured to the central part of the beam (2a, 2c), forming a cross-shaped plan structure.

3. The foundation for wind turbine towers, according to claim 1, wherein the means for solidly securing the beams (2a, 2b, 2c), include the use of connection techniques chosen from the group formed by threaded rods, brackets, reinforcement ends for concreting in housings of another beam, tongue-and-groove joints, and post-tensioning strands.

4. The foundation for wind turbine towers, according to claim 1, wherein the support ball joint (3) is chosen from the group formed by linear or spherical.

5. The foundation for wind turbine towers, according to claim 1, wherein, in the case that the wind turbine tower is metal, the means for solidly securing the beams (2a, 2b, 2c) comprise a concrete ballast filling (5), located below ground (8) level at the connection of beams (2a, 2b, 2c), over which there is an upper slab (6) emerging above ground (8) level, for the anchoring of the metal tower (7).

6. The foundation for wind turbine towers, according to claim 5, wherein the concrete ballast filling (5) is carried out over recoverable formwork made of wood, metal or a combination of both.

7. The foundation for wind turbine towers, according to claim 5, wherein the concrete ballast filling (5) is carried out over formwork of precast concrete elements.

8. The foundation for wind turbine towers, according to claim 1, wherein, in the case that the lower part of the wind tower turbine is concrete, the means of solidly securing the beams (2a, 2b, 2c) comprise precast concrete elements (10) placed between the inner ends of the beams (2a, 2b, 2c), defining a hollow tensioning chamber (9), and an upper slab (11), over the connection of the beams (2a, 2b, 2c) and over the tensioning chamber (9), for the support of the concrete tower (12) and the anchoring of the vertical post-tensioning (13) of the tower.

9. The foundation for wind turbine towers, according to claim 8, wherein the precast concrete elements (10) adopt a plan chosen from the group formed by circular sector, with an angle depending on the number of beams used, and polygonal, having a vertical wall solely on the side or sides not adjacent to the beams.

10. A method of construction of a foundation for wind turbine towers such as that described in claim 1, wherein it includes a first phase of preparing the terrain, a second phase of concreting the footings (1), a third phase of the curing of the footings (1), a fourth phase of assembling the precast concrete beams (2a, 2b, 2c), a fifth phase of carrying out the connection of the beams (2a, 2b, 2c) at the central part, and a sixth phase of filling the remaining space to the original ground (8) level.

11. The method of construction of a foundation for wind turbine towers, according to claim 10, wherein the first phase of preparing the terrain includes the excavation of troughs for the footings (1), of trenches between them to house the beams (2a, 2b, 2c), and of the central trough for the connection of the beams (2a, 2b, 2c) and for the concrete ballast filling (5) or the precast concrete elements (10), as the case may be.

12. The method of construction of a foundation for wind turbine towers, according to claim 10, wherein the phase of concreting the footings (1) includes a step of preparing the formwork, a step of fitting the metal reinforcement, a step of fitting the support ball joint (3) and the anchors (4) and a step of pouring the concrete.

13. The method of construction of a foundation for wind turbine towers, according to claim 10, wherein the fourth phase of assembling the precast concrete beams (2a, 2b, 2c) includes a step of placing the beams, by means of a crane, in their trench with their outer ends on the support ball joint (3), a step of solidly securing the inner ends of the beams (2a, 2b, 2c) together, or the inner ends of the beam (2b, 2c) with the middle part of the beam 2a if this is double length, by means of conventional techniques of connecting precast concrete elements, and a step of solidly securing the outer ends with the footings (1) by means of the anchors (4).

14. The method of construction of a foundation for wind turbine towers, according to claim 10, wherein, in the case that the wind turbine tower is metal, the fifth phase of carrying out the connection of the beams (2a, 2b, 2c) at the central part, includes a step of carrying out the concrete ballast filling (5), and a step of carrying out the upper slab (6) over the connection of the beams (2a, 2b, 2c).

15. The method of construction of a foundation for wind turbine towers, according to claim 10, wherein, in the case that the lower part of the wind turbine tower is made of concrete, the fifth phase of carrying out the connection of the beams (2a, 2b, 2c) at the central part, includes a step of assembling the precast concrete elements (10) in the openings remaining between the beams (2a, 2b, 2c) at the central part, by means of conventional techniques of connecting precast concrete elements, defining a hollow tensioning chamber (9), and a step of carrying out the upper slab (11) over the connection the beams (2a, 2b, 2c).

Description

DESCRIPTION OF THE FIGURES

[0024] To gain a better understanding of this invention, the attached drawing shows a practical preferred embodiment of a foundation for wind turbine towers, with two embodiment variations, one for metal towers and another for towers that have at least their lower part made of concrete.

[0025] In the said drawing, FIG. 1 shows sectional and plan views of a foundation for metal towers, with most of the foundation below ground level.

[0026] FIGS. 2a, 2b and 2c show sectional views of various variations of footings that are usable, depending on the type of ground, in a foundation for metal towers, with most of the foundation below ground level.

[0027] FIG. 3 shows sectional and plan views of a foundation for towers that are totally or partially concrete, with most of the foundation below ground level.

[0028] FIGS. 4a, 4b and 4c show sectional views of various variations of footings that are usable, depending on the type of ground, in a foundation for towers that are totally or partially concrete, with most of the foundation below ground level.

[0029] FIG. 5 shows elevation and plan views of the upper slab for the anchoring of a metal tower.

[0030] FIG. 6 shows elevation and plan views of a precast concrete element for closing the tensioning chamber for towers that are totally or partially concrete.

[0031] FIG. 7 shows elevation and plan views of the upper slab for the support of towers that are totally or partially concrete.

[0032] FIG. 8 shows a sectional view of a foundation for metal towers, with part of the foundation above ground level.

[0033] FIG. 9 shows a sectional view of a foundation for towers that are totally or partially concrete, with part of the foundation above ground level.

PREFERRED EMBODIMENT OF THE INVENTION

[0034] The conformation and characteristics of the invention can be better understood in the following description that relates to the attached figures.

[0035] FIGS. 1 and 3 show examples of foundations for wind turbine towers that comprise at least three precast beams (2a, 2b, 2c) arranged horizontally in a radial manner, whose outermost end or ends are each supported on a concrete footing (1) by means of a support ball joint (3) in the central part of the said footing (1), and are also secured by means of a plurality of anchors (4) between the end of the beam (2a, 2b, 2c) and the footing (1), the different beams being solidly secured together at the central part of the foundation by connection means. The support ball joint (3) can be linear or spherical and may or may not have displacement limitations in one or more directions.

[0036] In the preferred embodiment shown in FIGS. 1 and 3, three beams are used, of which beam (2a) is approximately twice the length of beams (2b, 2c), the inner ends of beams (2b, 2c) being, in this case, solidly secured to the central part of the beam (2a), forming a cross-shaped plan structure. This structure has proven to be the optimal one in terms of ease of manufacture, transport and performance. However, it is also possible to carry out the foundation that is the object of this invention alternatively with a plurality of beams of the same or different length, in a number greater than three, joined at their inner ends, and with each of their outer ends connected in the same way to a footing (1).

[0037] The precast beams (2a, 2b, 2c) can be of concrete, metal or a combination of both. In all of the cases, the means for solidly securing the beams (2a, 2b, 2c) comprise the use of conventional techniques of connecting precast concrete elements, such as threaded rods, brackets, reinforcement ends for concreting in the housings of another beam, tongue-and-groove joints, post-tensioning strands, etc.

[0038] Two embodiment variations are described. The first of them refers to the case of the wind turbine tower being metal, as shown in FIGS. 1, 2 and 5, and, in this case, the means for solidly securing the beams (2a, 2b, 2c) comprise, moreover, a concrete ballast filling (5), located below ground (8) level at the connection of beams (2a, 2b, 2c), over which there is an upper slab (6) emerging above the ground (8), for the anchoring of the metal tower (7).

[0039] The concrete ballast filling (5) can be carried out either over traditional recoverable formwork made of wood, metal or a combination of both, or over formwork made of precast concrete elements.

[0040] FIG. 2 shows how the upper slab (6) for anchoring the metal tower (7) adopts a preferably circular plan, with the possibility of it also being polygonal, made preferably of reinforced concrete of at least HA-50 strength.

[0041] The anchoring of the metal tower (7) to the upper slab (2) is carried out using conventional techniques of anchoring to foundations, such as threaded rods with nuts, bolts, etc . . .

[0042] The second embodiment variation refers to the case of the wind turbine tower being concrete, at least at its lower part, as shown in FIGS. 3, 4, 6 and 7, and, in this case, the means of solidly securing the beams (2a, 2b, 2c) comprise, moreover, precast concrete elements (10) placed between the inner ends of the beams (2a, 2b, 2c), defining a hollow tensioning chamber (9), and an upper slab (11), over the connection of the beams (2a, 2b, 2c) and over the tensioning chamber (9), for the support of the concrete tower (12) and anchoring of the vertical post-tensioning (13) of the tower.

[0043] The precast concrete elements (10) adopt a plan chosen from the group formed by circular sector with an angle depending on the number of beams used, and polygonal, having a vertical wall solely on the side or sides not adjacent to the beams. FIG. 6 shows the precast concrete elements (10) with a circular sector plan, with an angle of 90° in the case shown, and a vertical wall solely at the curved end.

[0044] FIG. 7 shows how the upper slab (11) includes access openings to the tensioning chamber (9), being preferably made of prestressed concrete, of at least HP-50 strength.

[0045] The concrete tower (12) is supported on the upper slab (11), and the vertical post-tensioning (13) of the said tower passes through the upper slab (11), through the opportune perforations or ducts, to the hollow tensioning chamber (9), where the means are located to perform the post-tensioning and securing of the cables that provide rigidity to the tower, as is common practice in towers made of precast concrete sections or segments.

[0046] In both variations, as shown in FIGS. 2a, 2b, 2c, 4a, 4b and 4c, it is possible to adopt different configurations in terms of the shape, dimensions and depth of all or any of the footings, to adapt the foundation to the particularities of each of the terrains where the tower is to be installed. Thus, FIGS. 2a and 4a show footings at the same depth, corresponding to a homogeneous terrain. FIGS. 2b and 4b show footings at different depths, corresponding to a heterogeneous terrain or a terrain with differences in level. Finally, FIGS. 2c and 4c show deep pile foundation footings, for deficient terrains.

[0047] The beams (2a, 2b, 2c) will be preferably of rectangular section, with a greater height in the central section and lesser height at the ends. The sections of greater height will normally be oriented downward, as is shown in FIGS. 1, 2, 3 and 4, in such a way that most of the foundation is buried below ground (8) level, minimising the visual impact. However, at sites where the visual impact is not as important, it is possible to assemble the beams (2a, 2b, 2c) alternatively with the sections of greater height oriented upward, as shown in FIGS. 8 and 9, emerging from ground (8) level together with part of the concrete ballast filling (5) or the precast concrete elements (10), together with the entire corresponding upper slab (6,11).

[0048] This foundation for wind turbine towers presented requires a specific construction method, that comprises [0049] a first phase of preparing the terrain, [0050] a second phase of concreting the footings (1), [0051] a third phase of the curing of the footings (1), [0052] a fourth phase of assembling the precast beams (2a, 2b), [0053] a fifth phase of carrying out the connection of the beams (2a, 2b) at the central part, and [0054] a sixth phase of filling the remaining space to the original ground (8) level.

[0055] The first phase of preparing of the terrain includes the excavation of troughs for the footings (1), of trenches between them to house the beams (2a, 2b), and of the central trough for the connection of the beams (2a, 2b) and for the concrete ballast filling (5) or precast concrete elements (10), as the case may be.

[0056] The second phase of concreting the footings (1) includes a step of preparing the formwork, a step of fitting the metal reinforcement, a step of fitting the support ball joint (3) and the anchors (4) and a step of pouring the concrete.

[0057] The third phase of the curing of the footings (1) will be carried out for a period of time appropriate for the shape and volume of concrete used.

[0058] The fourth phase of assembling the precast beams (2a, 2b) comprises a step of placing the beams, by means of a crane, in their trench with their outer ends on the support ball joint (3), a step of solidly securing the inner ends of the beams (2a, 2b) together, or the inner ends of the beam (2b) with the middle part of the beam 2a if this is double length, by means of conventional techniques of connecting precast concrete elements, and a step of solidly securing the outer ends with the footings (1) by means of the anchors (4).

[0059] In the case that the wind turbine tower is metal, the fifth phase of connecting the beams (2a, 2b) at the central part includes a step of carrying out the concrete ballast filling (5), and a step of carrying out the upper slab (6) over the connection of the beams (2a, 2b).

[0060] In the case that the wind turbine tower is concrete at its lower part, the fifth phase of connecting the beams (2a, 2b) at the central part, comprises a step of assembling the precast concrete elements (10) in the openings remaining between the beams (2a, 2b, 2c) at the central part, by means of conventional techniques of connecting precast concrete elements, defining a hollow tensioning chamber (9), and a step of carrying out the upper slab (11) over the connection the beams (2a, 2b).

[0061] A person skilled in the art will easily comprehend that the characteristics of different embodiments can be combined with the characteristics of other possible embodiments, provided that the combination is technically possible.

[0062] All of the information referring to examples or embodiments form part of the description of the invention.