NOVEL WIND TURBINE AND ANCHORING SYSTEM THEREOF

Abstract

A novel wind turbine, the tower of which ending with three legs and which is also anchored to the ground by means of a characteristic anchoring system depending on the type of existing soil. It is anchored on conventional rock soil with a pile foundation, it is anchored in a hard-rock soil with an anchor-rock foundation, it is anchored in a non-rocky soil with a gravitational foundation and it is anchored on clayey or swampy soil with a gravitational foundation reinforced with piles.

Claims

1- Novel wind turbine and anchoring system thereof, of the type of wind turbine that supports a tubular tower, a nacelle, a rotor and its blades, characterized in that the tower ends in three legs and each of said legs is anchored on rocky soil with an anchored-in-rock foundation, it is anchored on conventional soil with a pile foundation, it is anchored in a competent non-rocky soil with a gravitational foundation and it is anchored on clayey or swampy soil with a gravitational foundation reinforced with piles.

2- Novel wind turbine according to claim 1, wherein the three legs are widely separated from each other, in a ratio between diameter and spacing between legs of one to twenty.

3- Novel wind turbine according to claim 1, wherein the anchored-in-rock foundation has a cube footing for each leg, connection elements between the footing and the leg and a plurality of bars extending downwardly from the footing.

4- Novel wind turbine according to claim 1, where the pile foundation is made with piles of great length reinforced with metal and filled with concrete, it also has connection elements protruding from the surface of the pile.

5- Novel wind turbine according to claim 1, wherein the gravitational foundation is made with a conical footing that includes inside connection elements with the leg.

6- Novel wind turbine according to claim 1, wherein the gravitational foundation is made with a conical footing that includes inside connection elements with the leg and from whose base a plurality of small piles that go deep into the ground extend.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Below, it is very briefly described a series of drawings which will help us to better understand the invention and that expressly relate to an embodiment of said invention that is presented as a non-limiting example thereof.

[0015] FIG. 1 represents the entire wind turbine object of the invention.

[0016] FIG. 2 shows the anchoring system in rocky soils.

[0017] FIG. 3 shows the anchoring system by means of a pile foundation.

[0018] FIG. 4 shows the anchoring system by means a gravitational foundation.

[0019] FIG. 5 shows a last anchoring system by means of a gravitational foundation with piles.

DETAILED DESCRIPTION

[0020] As shown in FIG. 1, the wind turbine of the invention consists of a nacelle with its corresponding rotor and blades and a tubular tower terminated in a transition piece, which has three legs and sits on the ground. The legs are spaced from each other at a distance much greater than their diameter, in the present embodiment they are 18 m from each other. The ratio between diameter and distance between legs is approximately one to twenty. Depending on the type of soil in question, the anchoring system of the legs will have some characteristics or others.

[0021] FIG. 2 shows the anchoring system in a rocky soil. The legs of the wind turbine are locked on a cube footing from which a plurality of bars extend and which are anchored to the rock. In the detail shown in the figure, and according to a specific practical embodiment for a wind turbine of a certain height, weight and power, nine bars are included for each of the three footings. The footing has inside connection elements with the leg and the bars extending downwards deepening in the rocky terrain.

[0022] As shown in FIG. 3, the anchoring system in this embodiment is a pile foundation. When the soil is not hard enough to introduce the anchoring bars into the rock, it is proceeded with a pile anchoring system. A deep hole is made, 20 or 30 m deep, which is subsequently filled with metal rods forming the reinforcement and that extend circumferentially along the walls of the hole. The connection elements are placed on the surface with each leg of the wind turbine, which are also attached to the metal reinforcement. Finally, concrete is poured into the hole and left to set.

[0023] FIG. 4 shows the type of anchoring system used in competent non-rocky soils. In this type of terrain, the conventional gravitational foundation is used, that is, the stability of the foundation is given by the dead weight of the conical footing and the weight of the structure that it supports on top. The footing includes inside connection elements with its corresponding leg. The footing is formed by a structure of metal bars arranged in a conical shape (not shown in the figure) on which concrete is poured and left to set.

[0024] FIG. 5 shows the type of anchoring system used in clayey or swampy soils. In this type of terrain, the gravitational foundation is used where, to give the foundation greater consistency, a plurality of small piles extend from the base of the footing deepening in the terrain and bringing stability to the ensemble. On the three footings which support the wind turbine gravel is poured to smooth the ground.