GEORGE EDWARD MIKS
Engineers in Prior Lake, MN
License number
Pennsylvania PE061288
Category
Engineers
Type
Professional Engineer
Address
Address
2
Prior Lake, MN 55379
Pennsylvania
Pennsylvania
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.