Method of erecting a wind turbine
A method of erecting a wind turbine on a wind turbine site, the wind turbine comprising a turbine tower and a nacelle. The method comprises the following steps: providing a plurality of tower sections being arrangeable upon each other in a vertical orientation in a tower structure to form the turbine tower; providing at least one damper unit configured to dampen oscillations of the turbine tower; attaching a damper unit to one of the plurality of the tower sections on an outside thereof, and subsequently arranging the tower section in the tower structure, and arranging the nacelle on top of the tower structure while the damper unit is attached to a tower section in the tower structure.
1. A method of erecting a wind turbine on a wind turbine site, the wind turbine comprising a turbine tower and a nacelle, the method comprising the following steps:
providing a plurality of tower sections being arrangeable upon each other in a vertical orientation in a tower structure to form the turbine tower,
providing at least one damper unit configured to dampen oscillations of the turbine tower, wherein the at least one damper unit includes a damper unit structure, a pendulum, and a suspension arrangement for suspending the pendulum from the damper unit structure,
attaching the at least one damper unit to one of the plurality of tower sections on an outside thereof such that the at least one damper unit is mounted to and carried by the one of the plurality of tower sections, and subsequently arranging the one of the plurality of tower sections in the tower structure, and
arranging the nacelle on top of the tower structure while the at least one damper unit is attached to the one of the plurality of tower sections in the tower structure.
2. The method of claim 1 , wherein the nacelle is attached to a tower section lifting sling of a hoisting system to arrange the nacelle on top of the tower structure.
3. The method of claim 2 , wherein the tower section lifting sling of the hoisting system is attached to the at least one damper unit before the nacelle is arranged on the tower structure.
4. The method of claim 3 , wherein the tower section lifting sling is released from the nacelle, and wherein the damper unit lifting sling is then used to release the at least one damper unit from the one of the plurality of tower sections.
5. The method of claim 4 , wherein the at least one damper unit is lowered to the ground after it is released from the tower section.
6. The method of claim 1 , wherein the width of a part of the nacelle that extends outside the tower section is smaller than the distance between the tower and an attachment point to the at least one damper unit of the damper unit lifting sling such that the at least one damper unit can be lifted without interference between the damper unit lifting sling and the nacelle during lifting of the at least one damper unit.
7. The method of claim 1 , wherein the step of attaching the at least one damper unit to the one of the plurality of the tower sections on an outside thereof comprises a step of providing at least one through hole in a wall of the one of the plurality of tower sections and fixing the at least one damper unit to the one of the plurality of tower sections by a locking structure extending through the through hole.
8. The method of claim 1 , wherein the step of attaching the at least one damper unit to the one of the plurality of the tower sections on an outside thereof comprises a step of providing at least one shelf support on an outer surface of the one of the plurality of tower sections and fixing the at least one damper unit to the one of the plurality of tower sections by engagement between the shelf support and a part of the at least one damper unit.
9. The method of claim 1 , wherein the step of attaching the at least one damper unit to the one of the plurality of the tower sections on an outside thereof comprises a step of providing at least one pivoting structure between the at least one damper unit and the one of the plurality of tower sections and aligning the at least one damper unit by reorienting the pivoting structure relative to the one of the plurality of tower sections.
10. The method according to claim 1 , wherein a damping frequency of the at least one damper unit is variable, and the method comprises a step of varying the damping frequency in dependency of the natural frequency of the tower structure.
11. The method according to claim 1 , wherein the damper unit structure encloses the pendulum.
12. The method according to claim 1 , wherein the one of the plurality of tower sections has a first end and a second end, and wherein the pendulum of the at least one damper unit is positioned between the first and second ends when the one of the plurality is tower sections is arranged in the tower structure.