George E. Miks
Engineers at Lusitano St, Prior Lake, MN
License number
South Dakota 7571
Expiration Date
Mar 31, 2018
Category
Professional Engineer
Type
Civil
Address
Address
1715 Lusitano St, Prior Lake, MN 55379
Phone
(612) 882-7310
Professional information
Insulated Concrete Panel Billets
US Patent:
2006010, May 18, 2006
Filed:
Oct 26, 2004
Appl. No.:
10/973098
Inventors:
Michael LeJeune - Wayzata MN, US
Jason Hensley - Shakopee MN, US
Thomas Kuckhahn - Prior Lake MN, US
Donald Hall - New Prague MN, US
Richard Wesen - Chisago City MN, US
George Miks - Shakopee MN, US
Jason Hensley - Shakopee MN, US
Thomas Kuckhahn - Prior Lake MN, US
Donald Hall - New Prague MN, US
Richard Wesen - Chisago City MN, US
George Miks - Shakopee MN, US
International Classification:
E04B 1/00
US Classification:
052741100
Abstract:
Improved premolded foam billets and drop-in foam billet joints increase the R value in concrete panels.
Lightweight Concrete Panel
US Patent:
2008023, Oct 2, 2008
Filed:
Mar 30, 2007
Appl. No.:
11/731231
Inventors:
Jason Hensley - Shakopee MN, US
Thomas Kuckhahn - Prior Lake MN, US
Richard Mantel - Belle Plaine MN, US
George Miks - Shakopee MN, US
Thomas Kuckhahn - Prior Lake MN, US
Richard Mantel - Belle Plaine MN, US
George Miks - Shakopee MN, US
International Classification:
E04C 5/08
US Classification:
5222314, 5230917, 523097
Abstract:
A lightweight cast concrete panel including concrete having a wet weight of between about 132 to about 140 pounds per cubic foot, and air content of between about 7 to about 11 percent.
Wind Turbine Tower
US Patent:
2013021, Aug 22, 2013
Filed:
Feb 21, 2012
Appl. No.:
13/400867
Inventors:
George E. Miks - Shakopee MN, US
Thomas M. Kuckhahn - Prior Lake MN, US
Gregory J. Havlik - Chanhassen MN, US
Thomas M. Kuckhahn - Prior Lake MN, US
Gregory J. Havlik - Chanhassen MN, US
Assignee:
FABCON, INC. - Savage MN
International Classification:
E04H 12/16, E04C 5/12, E04C 5/08, E02D 27/42, E04H 12/00
US Classification:
522234, 52296, 5274517, 5222314, 5222313
Abstract:
A wind tower erected on a foundation in which individual levels are formed by connecting a plurality of cast concrete panels along their vertical joints. Additional levels are installed on each prior level and secured with an all-thread post tensioning system and couplers.