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:
Sep. 06, 2022

Filed:

Jan. 29, 2020
Applicant:

Terracon Consultants, Inc., Olathe, KS (US);

Inventor:

Allan P. Henderson, Bakersfield, CA (US);

Assignee:

TERRACONN CONSULTANTS, INC., Olathe, KS (US);

Attorney:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
E02D 27/42 (2006.01); E02D 27/08 (2006.01); E02D 5/80 (2006.01); E04C 5/12 (2006.01); E02D 37/00 (2006.01);
U.S. Cl.
CPC ...
E02D 27/425 (2013.01); E02D 5/80 (2013.01); E02D 27/08 (2013.01); E02D 37/00 (2013.01); E04C 5/12 (2013.01); E02D 27/42 (2013.01); E02D 2200/12 (2013.01); E02D 2250/0023 (2013.01); E02D 2300/00 (2013.01); E02D 2600/30 (2013.01);
Abstract

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.


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