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Joel Foderberg Phones & Addresses

  • Edwards, CO
  • 13904 Lucille St, Overland Park, KS 66221 (913) 469-6845 (913) 685-0763
  • Kansas City, KS
  • 13904 Lucille Ln, Shawnee Mission, KS 66221 (913) 469-6845 (913) 685-0763
  • Olathe, KS
  • Shawnee Msn, KS
  • 13904 Lucille St, Overland Park, KS 66221 (913) 685-0763

Work

Position: Handlers, Equipment Cleaners, Helpers, and Laborers Occupations

Education

Degree: High school graduate or higher

Emails

Business Records

Name / Title
Company / Classification
Phones & Addresses
Joel Foderberg
President
LIFT, INC
Precast Concrete Erection
5525 Kaw Dr, Kansas City, KS 66102
PO Box 2432, Kansas City, KS 66110
(913) 287-4343

Publications

Us Patents

Lightweight Precast Concrete Wall Panel System

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US Patent:
6837013, Jan 4, 2005
Filed:
Oct 8, 2002
Appl. No.:
10/267985
Inventors:
Joel Foderberg - Overland Park KS, US
Gary Foderberg - Olathe KS, US
International Classification:
E04B 114
US Classification:
52356, 52600, 52602, 52320, 52326, 52327, 52354, 52378, 52379, 527302, 52735
Abstract:
Wall system employing lightweight precast concrete wall panels. The precast wall panels include a concrete slab and a plurality of spaced-apart elongated generally parallel bent sheet metal channels that are partially embedded in the slab. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the channels at locations where the framing members and channels cross.

Channel-Reinforced Concrete Wall Panel System

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US Patent:
7028439, Apr 18, 2006
Filed:
Sep 28, 2004
Appl. No.:
10/951843
Inventors:
Joel Foderberg - Overland Park KS, US
Gary Foderberg - Olathe KS, US
International Classification:
E04B 1/18
E04B 1/04
US Classification:
52414, 52356, 52600
Abstract:
A wall system employing channel-reinforced lightweight precast concrete wall panels. The precast wall panels include a concrete slab, a pair of spaced-apart elongated generally parallel metallic side channels, and a plurality of spaced-apart elongated generally parallel metallic attachment channels. The side channels and attachment channels are partially embedded in the slab and extend substantially perpendicular to one another. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the attachment channels at locations where the framing members and attachment channels cross.

Channel-Reinforced Concrete Wall Panel System

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US Patent:
20040187419, Sep 30, 2004
Filed:
Mar 31, 2003
Appl. No.:
10/404588
Inventors:
Joel Foderberg - Overland Park KS, US
Gary Foderberg - Olathe KS, US
International Classification:
E04B005/16
E04B001/20
US Classification:
052/327000, 052/337000, 052/319000
Abstract:
A wall system employing channel-reinforced lightweight precast concrete wall panels. The precast wall panels include a concrete slab, a pair of spaced-apart elongated generally parallel metallic side channels, and a plurality of spaced-apart elongated generally parallel metallic attachment channels. The side channels and attachment channels are partially embedded in the slab and extend substantially perpendicular to one another. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the attachment channels at locations where the framing members and attachment channels cross.

Lightweight Precast Concrete Wall Panel System

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US Patent:
20040206045, Oct 21, 2004
Filed:
May 13, 2004
Appl. No.:
10/845565
Inventors:
Joel Foderberg - Overland Park KS, US
Gary Foderberg - Olathe KS, US
International Classification:
E04C002/00
US Classification:
052/782100, 052/506010
Abstract:
Wall system employing lightweight precast concrete wall panels. The precast wall panels include a concrete slab and a plurality of spaced-apart elongated generally parallel bent sheet metal channels that are partially embedded in the slab. Each wall panel can be coupled to a support wall by extending self-tapping screws through metallic wall framing members and the channels at locations where the framing members and channels cross.

System For Insulated Concrete Composite Wall Panels

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US Patent:
20190284805, Sep 19, 2019
Filed:
Jun 3, 2019
Appl. No.:
16/430069
Inventors:
Joel Foderberg - Overland Park KS, US
International Classification:
E04C 2/288
E04G 17/065
E04B 2/00
E04C 2/04
E04C 2/34
E04C 5/06
E04C 5/20
B28B 23/02
Abstract:
A shear connector for use with insulated concrete panels. The shear connector comprises an elongated core member that includes a first end and a second end, and a flanged end-piece removably secured to one of the first end or the second end of the core member. At least a portion of the flanged end-piece includes a maximum diameter that is larger than a maximum diameter of the core member. The shear connector is configured to transfer shear forces.

System For Insulated Concrete Composite Wall Panels

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US Patent:
20180305927, Oct 25, 2018
Filed:
Jul 2, 2018
Appl. No.:
16/025568
Inventors:
Joel Foderberg - Overland Park KS, US
International Classification:
E04C 2/288
E04C 5/20
B28B 23/02
Abstract:
A shear connector for use with insulated concrete panels. The shear connector comprises an elongated core member that includes a first end and a second end, and a flanged end-piece removably secured to one of the first end or the second end of the core member. At least a portion of the flanged end-piece includes a maximum diameter that is larger than a maximum diameter of the core member. The shear connector is configured to transfer shear forces.

System For Insulated Concrete Composite Wall Panels

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US Patent:
20170350122, Dec 7, 2017
Filed:
Apr 21, 2017
Appl. No.:
15/493246
Inventors:
Joel Foderberg - Overland Park KS, US
International Classification:
E04C 2/288
E04C 5/06
E04B 1/41
E04C 2/34
B28B 1/00
E04B 1/61
E04C 2/04
E04B 2/00
Abstract:
A shear connector for use with insulated concrete panels. The shear connector comprises an elongated core member that includes a first end and a second end, and a flanged end-piece removably secured to one of the first end or the second end of the core member. At least a portion of the flanged end-piece includes a maximum diameter that is larger than a maximum diameter of the core member. The shear connector is configured to transfer shear forces.

Tie System For Insulated Concrete Panels

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US Patent:
20150184383, Jul 2, 2015
Filed:
Mar 13, 2015
Appl. No.:
14/656933
Inventors:
Joel Foderberg - Overland Park KS, US
Keith Jensen - Overland Park KS, US
International Classification:
E04C 2/04
B29C 39/10
E04B 1/41
E04B 2/84
E04B 1/76
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.
Joel E Foderberg from Edwards, CO, age ~60 Get Report