Tower and method for the assembly of a tower
View Patent ↗A number of pre-casted elements are stacked vertically to build the tower, while parts of the elements are forming the tower wall. Each element of the tower is fixed on its position and is connected with a tower foundation by a number of assigned post-tensioned cables. These cables are running inside the tower and they are pulled through the tower without embedding in dedicated channels. The post-tensioned-cables are fixed at certain points with the tower wall via damper-means to prevent their oscillation.
1. A method for the assembly of a tower, comprising:
vertically stacking a plurality of pre-casted elements to form a wall of a tower;
connecting each of the plurality of pre-casted elements with a tower foundation by a plurality of assigned post-tensioned-cables, which are located inside the tower;
pulling the post-tensioned-cables through the tower without embedding in dedicated channels in the tower walls; and
fixing each of the post-tensioned-cables at points with the tower wall via a damper element to prevent oscillation,
wherein the post-tensioned-cables are stacked upon one of the plurality of pre-casted elements and are guided in an offset-circumferentially manner through the one pre-casted element in order to avoid interferences.
2. The method according to claim 1 , wherein each of the plurality of pre-casted elements are cylindrically shaped or tapered.
3. The method according to claim 1 , wherein post-tensioned-cables of a pre-casted element are fixed with a first ending at the pre-casted element, pulled inside subsequent pre-casted elements to the tower foundation and fixed at the tower foundation with a second ending.
4. The method according to claim 1 , wherein a bottom element of the tower is cast directly on the tower foundation.
5. The method according to claim 4 , wherein the plurality of pre-casted elements are casted on site of the tower.
6. The method according to claim 4 , wherein the plurality of pre-casted elements are casted off site of the tower.
7. The method according to claim 1 ,
wherein a bottom element of the tower is cast directly on rocky ground, and
wherein rock-anchors are used for securing of the post-tensioned-cables.
8. The method according to claim 1 , wherein at least one of the plurality of pre-casted elements is made of concrete or steel.
9. The method according to claim 8 , wherein, when the at least one of the plurality of pre-casted elements is made of concrete, the at least one of the plurality of pre-casted elements is reinforced by fibers.
10. The method according to claim 9 , wherein the fibers are steel or glass.
11. The method according to claim 1 , wherein the points for the damper elements are spaced with a regular distance as interval.
12. The method according to claim 1 , wherein a joint is used to fix each of the post-tensioned-cable with the point, while the joint is fitted with a viscous damping-element.
13. The method according to claim 12 , wherein the viscous damping element is made of a rubber or a tar compound.
14. The method according to claim 1 , wherein the damper elements are tuned absorbers.
15. The method according to claim 1 , further comprising:
arranging a last element on top of the tower, wherein the last element is adjacent to one of the plurality of pre-casted elements, and wherein a vertical height of the top element is substantially shorter than a vertical height of the adjacent element.
16. The method according to claim 1 , wherein the post-tensioned-cables are pulled through the plurality of pre-casted elements close or parallel to the tower wall.
17. The method according to claim 1 , wherein the tower is used for a wind-turbine.
18. A tower for a wind-turbine, comprising
a tower foundation;
a plurality of post-tensioned cables;
a plurality of pre-casted elements constructed to be stacked vertically to build the tower,
wherein the plurality of pre-casted elements form a wall of the tower,
wherein each of the plurality of pre-casted elements is assigned a portion of the plurality of post-tension cables which are attached to the respective pre-casted element, the plurality of post-tension cables extending vertically inside the tower through dedicated channels in the tower wall such that the post-tension cables are not embedded in the dedicated channels; and
a damper element, each of the plurality of post-tensioned-cables are fixed at points with the tower wall via the damper element to prevent oscillation of the respective cable,
wherein the post-tensioned-cables are stacked upon one of the plurality of pre-casted elements and are guided in an offset-circumferentially manner through the one pre-casted element in order to avoid interferences.