The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Aug. 11, 2020

Filed:

Feb. 15, 2019
Applicants:

Dongyuan Wang, Austin, TX (US);

Jing LI, Chengdu, CN;

Ying Han, Chengdu, CN;

Inventors:

Dongyuan Wang, Austin, TX (US);

Jing Li, Chengdu, CN;

Ying Han, Chengdu, CN;

Assignee:

Montana Systems Inc., Rolling Hills Estates, CA (US);

Attorneys:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
E02D 27/42 (2006.01); E02D 15/04 (2006.01); F03D 13/20 (2016.01); E02D 5/34 (2006.01);
U.S. Cl.
CPC ...
E02D 27/425 (2013.01); E02D 15/04 (2013.01); F03D 13/22 (2016.05); E02D 5/34 (2013.01);
Abstract

Embodiments of the present foundation for wind turbine generators comprise four structural members: a relatively long central hollow pier, several arm grade beams, a continued grade beam and a continued shear key. The central hollow pier positions in the center of the foundation system, arm grade beams are arranged evenly in radial direction and extend from the pier to the continued grade beam. Continued grade beam is arranged circumferentially in outer periphery and the continued shear key is built below it. Arm grade beams have a varied section with the far end embedding into ground. The top of the continued grade beam matches the top of arm grade beams, while the continued shear key embeds deeper into ground. All structural members are constructed of cast-in-place concrete reinforced with rebars, and all connections are fixed and rigid. The present foundation uses the ground to shape and form the structural members, no formwork, backfilling and compaction is needed.


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