Equipment tower having a concrete plinth
An equipment tower includes a foundation, a cast-in-place concrete plinth extending vertically from the foundation, and a tower portion extending vertically from the plinth. The equipment tower is constructed at a site having a set of tower specific parameters, and at least one dimension of the plinth is selected based on a tower specific parameter. For example, a height of the plinth may be selected to achieve a desired elevation of the topmost surface of the plinth, so that two towers having identical tower segments will have a common equipment height in spite of variations in their respective foundation elevations due to variations in local ground level. Moreover, the cast-in-place plinth may be designed to include a door opening large enough to accommodate equipment to be installed within the tower.
1. A method for maintaining a target elevation of a plurality of wind turbines of a wind farm, the plurality of wind turbines comprising standardized wind turbine tower sections, the method comprising:
forming a first foundation for a first wind turbine at a first location of the wind farm;
casting a first plinth in place on the first foundation, wherein the first plinth has a height such that a standardized wind turbine tower section erected on the first plinth reaches the target elevation;
erecting the standardized wind turbine tower section on the first plinth;
forming a second foundation for a second wind turbine at a second location of the wind farm;
determining a difference between a local ground elevation at the first location and the second location;
calculating a height of a second plinth that is responsive to the difference in the local ground elevation such that a standardized wind turbine tower section erected on the second plinth reaches the target elevation;
casting the second plinth in place on the second foundation according to the calculated height; and
erecting the standardized wind turbine tower section on the second plinth.
2. The method of claim 1 , wherein the height of the second plinth is increased from a height of the first plinth based on a decrease in the local ground elevation measured between the second foundation and the first foundation.
3. The method of claim 1 , wherein the height of the second plinth is decreased from a height of the first plinth based on an increase in the local ground elevation measured between the second foundation and the first foundation.
4. The method of claim 1 , further comprising:
casting an opening within the first plinth, the opening sized to accommodate equipment scheduled for installation in the first wind turbine; and
casting an opening within the second plinth, the opening sized to accommodate equipment scheduled for installation in the second wind turbine tower.
5. The method of claim 1 , wherein the opening within the first plinth and the opening within the second plinth is a door.
6. The method of claim 5 , wherein a wall thickness of the first plinth and a wall thickness of the second plinth is selected to accommodate a door opening.
7. The method of claim 1 , further comprising:
installing equipment in the first wind turbine and the second wind turbine tower through the respective opening in the first plinth and the second plinth.
8. The method of claim 1 , wherein the first plinth is integrally casted with the first foundation and the second plinth is integrally casted with the second foundation.