Method of building a hybrid tower for a wind generator
In the method of building a hybrid tower, a metal mast is erected and connected to a foundation and a concrete structure having a plurality of superimposed concrete segments is built around the metal mast by using the metal mast as a support. Afterwards, the metal mast is disconnected from the foundation and lifted by telescoping and guiding the metal mast along concrete structure. Finally, the lifted metal mast is connected to the concrete structure. Building of the concrete structure comprises: (a) installing at least one first segment of the concrete structure; (b) lifting the installed segment(s) of the concrete structure along the metal mast by guiding the lifted segments of the concrete structure using the metal mast, so as to clear a space having a sufficient height to receive a next segment of the concrete structure; (c) installing the next segment of the concrete structure in said space; and (d) repeating steps (b) and (c) until a last segment of the concrete structure is installed at a bottom part of the concrete structure.
1. A method of building a hybrid tower, comprising:
erecting a metal mast connected to a foundation;
building a concrete structure having a plurality of superimposed concrete segments around the metal mast by using the metal mast as a support;
disconnecting the metal mast from the foundation;
lifting the metal mast by telescoping and guiding the metal mast along the concrete structure; and
connecting the lifted metal mast to the concrete structure,
wherein building of the concrete structure comprises:
a) installing at least one first segment of the concrete structure;
b) lifting the installed segment(s) of the concrete structure along the metal mast by guiding the lifted segments of the concrete structure using the metal mast, so as to clear a space having a sufficient height to receive a next segment of the concrete structure;
c) installing the next segment of the concrete structure in said space; and
d) repeating steps b) and c) until a last segment of the concrete structure is installed at a bottom part of the concrete structure.
2. The method as claimed in claim 1 , wherein the concrete structure is built by assembling prefabricated elements.
3. The method as claimed in claim 1 , further comprising mounting a wind generator nacelle to an upper part of the metal mast.
4. The method as claimed in claim 1 , wherein a guiding structure is connected to a bottom portion of the metal mast, and wherein the guiding structure has a lower portion provided with a guide part for cooperating with the concrete structure when the metal mast is lifted.
5. The method as claimed in claim 4 , wherein the guiding structure is disconnected from the bottom portion of the metal mast after the step of lifting the metal mast.
6. The method as claimed in claim 4 , wherein the guiding structure is placed between the metal mast and the foundation in the step of erecting the metal mast, and wherein the guiding structure is used as a lifting support structure in the step of building the concrete structure.