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James Romualdi Phones & Addresses

  • Pittsburgh, PA
  • Monroeville, PA

Professional Records

License Records

James P Romualdi

Address:
Pittsburgh, PA 15217
License #:
32513 - Expired
Issued Date:
Dec 20, 1985
Expiration Date:
Jun 30, 1994
Type:
Civil Engineer

James P Romualdi

Address:
Pittsburgh, PA 15217
License #:
PE004794E - Expired
Category:
Engineers
Type:
Professional Engineer

Business Records

Name / Title
Company / Classification
Phones & Addresses
James P. Romualdi
President, Director
Forensic Consultants and Engineers, Incorporated
715 Bilberry Rd, Monroeville, PA 15146

Publications

Us Patents

Pole Construction

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US Patent:
42428513, Jan 6, 1981
Filed:
Apr 16, 1979
Appl. No.:
6/030441
Inventors:
Joe C. Pohlman - Pittsburgh PA
James P. Romualdi - Pittsburgh PA
International Classification:
E04G 2100
US Classification:
52743
Abstract:
A pole construction having a generally telescoping configuration between its ends and the method of forming such a pole are disclosed. The pole is formed of longitudinally axially aligned cylindrical structural steel tubes. Each section of tube is of a uniform outer diameter and the respective sections progressively decrease in outer diameter. One end section of a larger tube overlaps the end section of the next smaller tube. An annular body of a non-metallic non-shrinking settable material such as concrete fills the space between the overlapping end sections of the tubes and rigidly secures the overlapping tubes to each other.

Concrete Plank And Method For Making It For Elevated Playing Court Surfaces

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US Patent:
40704270, Jan 24, 1978
Filed:
Aug 27, 1976
Appl. No.:
5/718384
Inventors:
James P. Romualdi - Pittsburgh PA
Samuel M. Bell - Pittsburgh PA
International Classification:
B28B 108
B28B 320
US Classification:
264 71
Abstract:
A concrete plank and method for making it which duplicates the flexibility of a non-concrete plank of any given thickness which is used for an elevated playing court surface in which the concrete plank has a thickness which follows a given set of parameters. The concrete plank is reinforced with closely spaced layers of mesh.

Composite Structural Member And Method Of Constructing Same

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US Patent:
41663470, Sep 4, 1979
Filed:
Apr 24, 1978
Appl. No.:
5/898702
Inventors:
Joe C. Pohlman - Pittsburgh PA
James P. Romualdi - Pittsburgh PA
International Classification:
E04C 310
E04C 334
US Classification:
52223R
Abstract:
A composite structural member such as an electric transmission or distribution pole, having a thin-walled metal casing, a core of non-metallic settable rigid material such as concrete, and reinforcing members embedded in the core, and method of constructing the structural member are disclosed. The reinforcing members extend between the ends of the casing and communicate with the case. They are pre-stressed prior to the pouring of the concrete into the casing whereby the applied pre-stress is transmitted to the casing. The reinforcing members are secured to the casing such that the applied pre-stress remains permanently on the casing only. The method of forming the structural member includes securing one of the ends of the reinforcing members to one end of this casing and applying a predetermined stress to the reinforcing members, securing the other ends of the reinforcing members to the other end of the casing, pouring concrete into the casing, and allowing the concrete to set whereby the stress transmitted to the casing remains permanently on the casing only and is not transmitted to the core.

Liner Construction

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US Patent:
41909933, Mar 4, 1980
Filed:
Aug 7, 1978
Appl. No.:
5/931607
Inventors:
Joe C. Pohlman - Pittsburgh PA
James P. Romualdi - Pittsburgh PA
International Classification:
E04B 132
US Classification:
52249
Abstract:
A liner construction for stack-like structures, such as industrial and utility type chimneys and method for forming such a construction are disclosed. The liner includes a plurality of rods or cables supported at their upper ends to an upper portion of a chimney structure and extends downwardly within the chimney and over a substantial length of the height of the chimney. A plurality of hoops or the like are secured to the rods to form a framework of open sections. Mesh is secured to the framework. A body of non-metallic settable material such as concrete encases the mesh and framework. Tubular heat insulation may be secured to the framework to abut the outer surface of the concrete body. The method for forming the liner includes the initial step of suspending a tubular framework of open sections from an upper portion of a chimney to extend downwardly within the confines of the chimney and over a substantial length of the chimney height. Mesh is secured to the framework to define a generally tubular shell.
James P Romualdi from Pittsburgh, PADeceased Get Report