Richard J Gagliano

age ~63

from Gig Harbor, WA

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Richard Gagliano Phones & Addresses

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Phones & Addresses

Richard J Gagliano
President

PIN FOUNDATIONS, INC

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Position:

TORT ATTORNEY at THARPE & HOWELL, LLP

Location:

United States

Industry:

Legal Services

Work:

THARPE & HOWELL, LLP since Oct 2000
TORT ATTORNEY
tharpe & howell 2000 - 2010
attorney

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Location:

United States

Industry:

Marketing and Advertising

Integrated Precast Footings
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US Patent:

6578333, Jun 17, 2003
Filed:

Aug 30, 2000
Appl. No.:

09/651899
Inventors:

Richard J. Gagliano - Gig Harbor WA 98332
International Classification:

E02D 2750
US Classification:

52295, 52155, 52426, 52699, 249 34, 405230
Abstract:

A low impact foundation system requiring little or no excavation, and allowing for the preservation of the soil and drainage characteristics of the site upon which it is erected. The system utilizes small obliquely driven piles in combination with a pre-cast component designed to engage a standard foundation wall.

Surface Structures And Methods Thereof
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US Patent:

6910832, Jun 28, 2005
Filed:

Jul 31, 2003
Appl. No.:

10/633155
Inventors:

Richard J. Gagliano - Gig Harbor WA, US
Roderick H. Buckley - Maple Valley WA, US
International Classification:

E02D005/22
E02D027/50
E04G011/00
US Classification:

405231, 405232, 405257, 527245, 52699, 52155, 52295, 52426, 249 34, 249 48
Abstract:

A novel foundation system, method of manufacture and method of implementation are disclosed, comprising a simplified cast structure/pile combination strengthened by dispersed steel fibers within the cementious material.

Integrated Footings
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US Patent:

7076925, Jul 18, 2006
Filed:

Jul 24, 2001
Appl. No.:

10/362838
Inventors:

Richard Gagliano - Gig Harbor WA, US
Assignee:

PIN Foundations, Inc. - Gig Harbor WA
International Classification:

E02D 27/50
E04G 11/00
US Classification:

52155, 52295, 52426, 52699, 249 34
Abstract:

A low impact foundation system requiring little or no excavation, and allowing for the preservation of soil and drainage characteristics of the site upon which it is erected. The system utilizes small obliquely driven piles in combination with footing or otherwise footing components designed to engage a foundation wall and replace the common footing typically constructed below such walls.

Surface Structures And Methods Thereof
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US Patent:

7326003, Feb 5, 2008
Filed:

Jun 8, 2005
Appl. No.:

11/149047
Inventors:

Richard J. Gagliano - Gig Harbor WA, US
International Classification:

E02D 27/32
US Classification:

405229
Abstract:

A novel foundation system, method of manufacture and method of implementation are disclosed, comprising a simplified cast structure/pile combination advantageously shaped for selective positioning in different soil conditions to become a supporting foundation. In at least one aspect, the shape comprises a cavity or shaped recess that is initially empty, and operable to accept soil displaced by soil heave. The cavity preferably is configured to have a depth estimated to be equal to or greater that an estimated vertical heave displacement of a given site soil, in order to minimize soil heave displacement of the cast structure/pile combination. In at least one other aspect, the shape comprises a portion configured to cleave soil if the soil heaves.

Novel Surface Structures And Methods Thereof
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US Patent:

20070224001, Sep 27, 2007
Filed:

Feb 22, 2007
Appl. No.:

11/710387
Inventors:

Richard Gagliano - Gig Harbor WA, US
International Classification:

E02D 31/00
US Classification:

405229000
Abstract:

A novel foundation system, method of manufacture and method of implementation are disclosed, comprising a simplified cast structure/pile combination advantageously shaped for selective positioning in different soil conditions to become a supporting foundation. In at least one aspect, the shape comprises a cavity or shaped recess that is initially empty, and operable to accept soil displaced by soil heave. The cavity preferably is configured to have a depth estimated to be equal to or greater that an estimated vertical heave displacement of a given site soil, in order to minimize soil heave displacement of the cast structure/pile combination. In at least one other aspect, the shape comprises a portion configured to cleave soil if the soil heaves.

Multiple Pile Foundation Locking Systems
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US Patent:

20130272802, Oct 17, 2013
Filed:

Sep 12, 2012
Appl. No.:

13/611259
Inventors:

Richard J. Gagliano - Gig Harbor WA, US
International Classification:

E02D 5/38
E02D 5/22
US Classification:

405257, 405231
Abstract:

Low environmental impact, surface installed, multiple pile foundation locking systems providing stable connection between above ground structures and the earth, having a plurality of driving holes in an engineered component through which piles may be driven into the surrounding soil and locked in a predetermined position to create, in differing configurations, the necessary resistances to any combination or relative proportions of bearing, uplift and lateral loads associated with such structures. The piles are driven at predetermined angles relative to the supported structure, consistent with its loading characteristics, and are locked in the driving holes through which they pass, further binding in their configuration under load.

Structure Load Transfer Systems
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US Patent:

53951840, Mar 7, 1995
Filed:

Jan 29, 1993
Appl. No.:

8/011370
Inventors:

Richard J. Gagliano - Seattle WA
International Classification:

E02D 500
US Classification:

405229
Abstract:

Low environmental impact, surface installed, load transfer systems providing stable connection between above ground structures and the earth, having a plurality of offset driving holes in an integral structure member, or in a bracket or brackets attachable to such a structure, through which piles may be driven into the surrounding soil to create, in differing configurations, the necessary resistances to any combination or relative proportions of the bearing, uplift and lateral loads associated with such structures. The piles are driven at predetermined angles relative to the supported structure, and consistent with its loading characteristics, and bind under load against the offset driving holes through which they pass.

Pinned Foundation System
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US Patent:

50392565, Aug 13, 1991
Filed:

Mar 15, 1990
Appl. No.:

7/493996
Inventors:

Richard Gagliano - Seattle WA
International Classification:

E02D 500
US Classification:

405244
Abstract:

A pinned foundation system with resiliency under certain loading conditions and requiring minimum excavation, having a cast footing in combination with a plurality of sleeves through which piles may be driven into the soil to create the necessary bearing, uplift and lateral forces to support a structure. The sleeves are retained in fixed position relative to the footing, at predetermined angles corresponding to the specific structure loading characteristics desired for the ensuing foundation.