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Paul Diane Trs Kubat

from La Mirada, CA
Age ~69
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Also known as:
Paul A Kubat, Paul P Kubat, Paul T Kubat, Paul D Kubat, Tuan Vu
Phone and address:
14736 Roma Dr, La Mirada, CA 90638
(714) 994-5327
Related to:
Diane Kubat, 62J Hart, 85Robin M Hart, 63Jennifer Hana Kubat, 37Jacqueline C Hart, 85Michelle A Kubat, 38Irena Kubat, 59
Connected to:
Christine M Kubat, 54Colin Kubat, 40Shannon N Kubatka, 50Tami J Kubatzke, 64David W Kubayko, 54Jacqueline M Kubb, 70Jason L Kubbins, 45Anna L Kube, 56Christina M Kube, 55

Paul Kubat Phones & Addresses

  • 14736 Roma Dr, La Mirada, CA 90638 (714) 994-5327
  • 14738 Roma Dr, La Mirada, CA 90638
  • Lamirada, CA
  • 11209 Brink Ave, Norwalk, CA 90650
  • Nashville, TN
  • 368 Surfside Dr, Port Hueneme, CA 93041
  • Houston, TX
  • Buena Park, CA
  • 14736 Roma Dr, La Mirada, CA 90638

Work

Position: Clerical/White Collar

Education

Degree: High school graduate or higher

Resumes

Resumes

Paul Kubat Photo 1

Paul Kubat

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Location:
La Mirada, CA
Industry:
Oil & Energy
Work:
National Oilwell Varco 2011 - 2013
Staff Design Engineer
Paul Kubat Photo 2

Paul Kubat

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Location:
La Mirada, CA

Business Records

Name / Title
Company / Classification
Phones & Addresses
Paul Kubat
Director Information Technology
Ameron International
Utilities · Mfg Concrete Pipe · Mfg Fabricated Pipe/Fittings · Test Development and Evaluation Service · Mfg Concrete Products Mfg Steel Pipe/Tubes Metals Service Center · Mfg Concrete Products Mfg Steel Pipe/Tubes · Other Concrete Prod Mfg · Concrete Products, NEC
10681 Foothill Blvd SUITE 450, Rancho Cucamonga, CA 91730
10441 Vine St, Lakeside, CA 92040
PO Box 600398, San Diego, CA 92160
10681 Fthill Blvd, Rancho Cucamonga, CA 91730
(619) 561-6363, (323) 564-6626, (909) 899-1716, (909) 944-4100
Paul Kubat
Director Information Technology
Ameron Research Engineeri
Concrete Contractor Ret Lumber/Building Materials · Concrete Work
1501 Hughes Way, Long Beach, CA 90810
(310) 707-1070

Publications

Us Patents

Pressure Cast Concrete Or Mortar Lined Steel Pipes And Methods Of Making The Same

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US Patent:
8069880, Dec 6, 2011
Filed:
Apr 2, 2008
Appl. No.:
12/061263
Inventors:
Ralph S. Friedrich - Hermosa Beach CA, US
Qizhong Sheng - Cerritos CA, US
Paul Kubat - La Mirada CA, US
Assignee:
Ameron International Corporation - Pasadena CA
International Classification:
F16L 9/00
B28B 5/00
US Classification:
138176, 138143, 138146, 138175, 138DIG 5, 264228, 264516
Abstract:
Pressure cast lined steel pipes comprise an annular concrete or mortar liner along an inside diameter, and a metal shell surrounding the liner, wherein the liner is in direct contact with the metal shell. The wall thickness of the liner can be from 10 to 50 times the thickness of the metal shell. The pipe may be coated with a dielectric material. A mold assembly used to form the pipe includes an annular concrete or mortar composition chamber formed between the metal shell and an inner mold member. Pressurized water is used in the mold assembly to pressurize the concrete or mortar composition and exert a desired pressure force onto the metal shell while the composition cures in the mold. Once a desired degree of cure is achieved, the pressure is removed causing the metal shell to exert a desired compression force onto the cured liner.

Pressure Cast Concrete Or Mortar Lined Steel Pipes And Methods Of Making The Same

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US Patent:
8627854, Jan 14, 2014
Filed:
Dec 6, 2011
Appl. No.:
13/312781
Inventors:
Ralph S. Friedrich - Hermosa Beach CA, US
Qizhong Sheng - Cerritos CA, US
Paul Kubat - La Mirada CA, US
Assignee:
Ameron International Corporation - Houston TX
International Classification:
F16L 9/00
US Classification:
138176, 138143, 138146, 138175, 138DIG 5
Abstract:
Pressure cast lined steel pipes comprise an annular concrete or mortar liner along an inside diameter, and a metal shell surrounding the liner, wherein the liner is in direct contact with the metal shell. The wall thickness of the liner can be from 10 to 50 times the thickness of the metal shell. The pipe may be coated with a dielectric material. A mold assembly used to form the pipe includes an annular concrete or mortar composition chamber formed between the metal shell and an inner mold member. Pressurized water is used in the mold assembly to pressurize the concrete or mortar composition and exert a desired pressure force onto the metal shell while the composition cures in the mold. Once a desired degree of cure is achieved, the pressure is removed causing the metal shell to exert a desired compression force onto the cured liner.

Self-Actuating Molds For Vertically Casting Concrete Pipe

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US Patent:
57140804, Feb 3, 1998
Filed:
May 5, 1995
Appl. No.:
8/435885
Inventors:
Ming C. Kuo - Cerritos CA
Paul Kubat - La Mirada CA
Assignee:
Ameron International Corporation - Pasadena CA
International Classification:
B22C 1310
B29C 3320
B29C 4140
US Classification:
249 63
Abstract:
A gated mold for casting concrete pipe requires no wedges or bolts for securement. A core mold may be contracted by lifting at an actuation point, and expanded by resting on a base ring. An external mold may be expanded by lifting at an actuation point, and contracted by resting on a base ring. The mold gates are opened and closed with sets of collapsing links pivotably attached to a longitudinally extending actuation column. Longitudinal motion of the actuation column forces the links to collapse or extend, thereby expanding or contracting the mold. Appropriately positioned actuation and lifting points are provided such that the mold can be lifted vertically along the longitudinal axis containing the mold center of gravity.

Double Containment Pipe Mechanical Joints

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US Patent:
59347120, Aug 10, 1999
Filed:
Feb 14, 1997
Appl. No.:
8/800318
Inventors:
Ralph S. Friedrich - Hermosa Beach FL
Paul Kubat - La Mirada CA
Assignee:
Ameron International Corporation - Pasadena CA
International Classification:
F16L 3750
F16L 4704
F16L 17067
US Classification:
28512315
Abstract:
A double containment coupling is used to form a mechanical joint between double containment pipes. The coupling has an inner primary member within an outer secondary member. Two seals, one on top of the other, are fitted on top of the primary pipe which extends beyond the secondary pipe of the double containment pipe. The coupling inner member is fitted over the primary pipe and seals. An inner locking nut is threaded on the coupling inner member outer surface pushing a thrust ring onto one of the seals, sliding the seal over the other seal compressing and energizing both seals so as to create a seal between the primary pipe and the coupling inner member. A first end of a closure member is threaded onto the outer surface of the coupling outer member. An outer locking nut threaded on a second end of the closure member compresses a seal between the closure member and the secondary pipe creating a seal between the closure member and the secondary pipe outer surface.

Fire Resistant Sprinkler Coupling

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US Patent:
57160775, Feb 10, 1998
Filed:
May 6, 1996
Appl. No.:
8/642218
Inventors:
Ralph S. Friedrich - Hermosa Beach CA
Paul Kubat - La Mirada CA
Assignee:
Ameron International Corporation - Pasadena CA
International Classification:
F16L 5912
US Classification:
285 45
Abstract:
A fire resistant sprinkler coupling for fire resistant composite pipe having a stainless steel pipe coupling having a first portion for attachment of a nozzle and a second portion adapted to receive a nipple. The nipple extends through a wall of the composite fire resistant pipe and into a stainless steel anchor sleeve for securing the pipe coupling to the composite fire pipe. An outer protective jacket is positioned on an outer surface of the composite fire steel sleeve and insulation pipe around the nipple and at least a portion of the pipe coupling. The outer protective jacket comprises a stainless steel sleeve and an insulation layer. Alternatively, the outer protective jacket includes a structural wall comprising layers of helically wound reenforcing fiber that is bonded together with a thermoset polymer resin selected from the group consisting of phenolic resins, siloxane-modified phenolic resins, furan resins, and mixtures thereof. At least one fire resistant layer is applied to the surface of the structural wall. The fire resistant layer includes a fibrous carrier component impregnated with a resin selected from the same group of resins used to form the structural wall.
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Paul Diane Trs Kubat from La Mirada, CA, age ~69 Get Report