Lattice tower assembly for a wind turbine

Abstract

The present subject matter is directed to a lattice tower covering and / or assembly for a wind turbine. The lattice tower assembly includes a plurality of structural members connected together to define an open lattice tower. The structural members include a plurality of supports, a plurality of inner cross-support members, and a plurality of outer cross-support members. The inner and outer cross-support members are connected between the supports so as to define one or more openings. The lattice tower covering includes one or more panel elements. Each of the panel elements are retained in position between the supports and cover at least a portion of one or more of the openings. Further, the lattice tower covering has a surface area defined by the plurality of supports and the one or more panel elements.

Description

FIELD OF THE INVENTION[0001]The present invention relates generally to wind turbines, and more particularly to an improved lattice tower covering for a wind turbine.BACKGROUND OF THE INVENTION[0002]Conventional wind turbine towers typically include a tubular pole or a lattice structure to support a wind turbine at a considerable height to capture wind energy. The tubular pole configuration is relatively more simple and easier to assemble than the lattice structure. However, tubular poles use more steel than the lattice structure, resulting in a cost disadvantage with rising prices of steel.[0003]Thus, lattice tower structures can have potential as an alternative to the tubular poles, especially for high hub applications and for wind turbines located in wind farms having challenging logistic requirements. For example, transporting the tubular tower sections to the site can be challenging because the sections can be twenty plus meters long and over four meters in diameter. As such, in...

AI Technical Summary

Problems solved by technology

However, tubular poles use more steel than the lattice structure, resulting in a cost disadvantage with rising prices of steel.

For example, transporting the tubular tower sections to the site can be challenging because the sections can be twenty plus meters long and over four meters in diameter.

As such, in some instances, a dedicated road is needed, but may not be possible.

The cladding material 56, however, must be pre-formed and the dedicated hardware must be fabricated, both of which add costs to the lattice tower structure 48.

In addition, the cladding material 56 covers the bolt connections making them difficult for operators to access.

The nut inserts, however, are expensive, and the pull rivets are not as strong as a nut and bolt configuration.

Accordingly, more fasteners are required, which increase the costs of the tower.

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