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:
Mar. 09, 2021

Filed:

May. 03, 2019
Applicant:

E. Dillon & Company, Swords Creek, VA (US);

Inventors:

Thomas Harmon Harris, Rosedale, VA (US);

Mike Miller, Honaker, VA (US);

Mark J. Norden, Abingdon, VA (US);

Assignee:

E. DILLON & COMPANY, Swords Creek, VA (US);

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E04B 2/08 (2006.01); E04B 2/18 (2006.01); E21F 17/103 (2006.01); E04B 2/02 (2006.01);
U.S. Cl.
CPC ...
E04B 2/08 (2013.01); E04B 2/18 (2013.01); E04B 2002/0208 (2013.01); E21F 17/103 (2013.01);
Abstract

A wall construction system including plurality of interlocking concrete blocks. The interlocking blocks include one or more stretcher blocks, corner blocks, and half blocks. The blocks include top and end shear lugs and bottom and end grooves. The bottom grooves accommodate the top shear lugs of blocks in a lower course of stacked blocks. Corner blocks provide a means for creating a corner and turning the direction of a course of blocks by 90 degrees. The interlocking features of the blocks enable dry-stacking in successive courses to construct a wall or multi-wall structure. When stacked end to end in successive rows, the top and end shear lugs of each interlocking block engage complimentary grooves in the underlying, overlying, and adjacent blocks thereby enabling the blocks to rapidly self-align vertically and lock together as they are stacked. The resulting dry-stacked structure exhibits a high lateral resistance to overpressures or transverse loads.


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