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:
Jan. 01, 2019

Filed:

Nov. 14, 2016
Applicant:

Iconx, Llc, Kansas City, KS (US);

Inventors:

Joel Foderberg, Overland Park, KS (US);

Keith Jensen, Overland Park, KS (US);

Assignee:

IconX, LLC, Kansas City, KS (US);

Attorney:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
B29C 39/10 (2006.01); E04C 2/288 (2006.01); E04C 2/04 (2006.01); E04B 2/84 (2006.01); E04B 1/76 (2006.01); E04B 1/41 (2006.01); E04C 5/16 (2006.01); B28B 1/16 (2006.01); B28B 23/02 (2006.01); B29L 9/00 (2006.01); B29K 105/06 (2006.01);
U.S. Cl.
CPC ...
E04C 2/288 (2013.01); B28B 1/16 (2013.01); B28B 23/02 (2013.01); B29C 39/10 (2013.01); E04B 1/41 (2013.01); E04B 1/7608 (2013.01); E04B 2/847 (2013.01); E04C 2/044 (2013.01); E04C 2/049 (2013.01); E04C 5/162 (2013.01); B29K 2105/06 (2013.01); B29L 2009/00 (2013.01); E04C 2002/045 (2013.01);
Abstract

An insulated concrete panel comprising an insulation layer having one or more openings extending therethrough, a first concrete layer adjacent to a first surface of the insulation layer, a second concrete layer adjacent to a second surface of the insulation layer, and a wall tie received within one or more of the openings. The wall tie includes a central section received within the one or more openings of the insulation layer, a first concrete engaging at least partially embedded within the first concrete layer, and a second concrete engaging section embedded within the second concrete layer. The second concrete engaging section has a maximum width that is larger than a maximum width of the central section. The central section of the wall tie is configured to transfer shear forces and resist delamination forces between the first and second concrete layers.


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