System for joining a gondola to the concrete tower of an aerogenerator
View Patent ↗The present disclosure describes a system for joining a gondola to the concrete tower of an aerogenerator, wherein the concrete tower is formed by a lower annular section, one or several intermediate annular sections and an upper annular section, including a flat annular support which is inserted between an upper surface of the upper annular section of the tower and the lower surface of a yaw bearing that supports the gondola, the flat annular support comprising orifices wherethrough a plurality of joining means pass, each of which is fixed to the bottom of the upper annular section of the tower and to the bottom of the yaw bearing.
1. A system for joining a gondola to a concrete tower of an aerogenerator, where the concrete tower is formed by a lower annular section, one or several intermediate annular sections and an upper annular concrete section, the system comprising:
a flat annular support superimposed to but not embedded in an upper surface of the upper annular concrete section of the tower and subjacent to a lower surface of a yaw bearing that supports the gondola;
the flat annular support comprising a plurality of orifices; and
a plurality of joining devices positioned and configured to join the gondola to the upper annular concrete section, each joining device of the plurality of joining devices passing through a respective orifice of the plurality of orifices of the flat annular support, each joining device being inferiorly fixed to the upper annular concrete section of the tower and being superiorly fixed to the yaw bearing,
wherein the system is configured to transfer a load from the gondola to the upper surface of the upper annular concrete section.
2. The system of claim 1 , wherein the joining devices are evenly distributed over the flat annular support so as to define altogether at least one circumference inscribed on a surface of said flat annular support.
3. The system of claim 1 , wherein the joining devices are tension cables.
4. The system of claim 1 , wherein at least the upper annular concrete section of the tower is formed by several adjacent prefabricated modules and comprising at least one joint on the upper surface of the upper annular concrete section.
5. The system of claim 1 , further comprising a brake disc positioned between a lower surface of the yaw bearing and the upper surface of the upper annular concrete section of the tower.
6. The system of claim 5 , wherein the brake disc and the flat annular support comprise a single piece.
7. The system of claim 1 , further comprising a plurality of tension cables for fixing the flat annular support to the upper annular concrete section.
8. The system of claim 7 , wherein the plurality of tension cables penetrates the upper annular concrete section of the tower and is superiorly fixed to a top of the flat annular support and inferiorly fixed to the immediately lower intermediate annular section.
9. The system of claim 8 , wherein each intermediate annular section of the tower comprises a plurality of tension cables fixed to the immediately upper annular concrete section and to the immediately lower annular section.
10. The system of claim 9 , wherein the lower annular section of the tower comprises a plurality of additional tension cables fixed to the immediately upper intermediate annular section and to a foundation whereon the tower rests.
11. The system of claim 8 , wherein the tension cables are evenly distributed over annular sections so as to define altogether at least one circumference inscribed on a surface of said annular sections.
12. The system of claim 1 , wherein a contact surface between the flat annular support and the upper surface of the upper annular concrete section of the tower is filled with high-resistance resin or mortar.
13. The system of claim 1 , wherein the upper annular concrete section of the tower further comprises an upper end comprising the upper surface, and
wherein a thickness of the upper end of the upper annular concrete section is wider than the thickness of the upper annular concrete section in an area adjacent the upper end of the upper annular concrete section.