# US 7,610,733 B2 · Rapid steel frame assembly

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- Number: US 7,610,733 B2
- Document ID: US7610733B2
- Status: Granted
- Kind: B2
- Application number: 11/741,849
- Filed: 2007-04-30
- Published: 2007-11-08
- Granted: 2009-11-03
- Earliest claimed: 2001-03-19
- Assignees: Business Network Solutions U.S.A. Inc.
- Inventors: John L. Rizzotto
- Web page: https://patentgrep.com/patent/US7610733B2

## CPC

- E04B 1/24: the supporting parts consisting of metal
- E02D 27/42: Foundations for poles, masts or chimneys {(sockets or holders for poles or masts per se E04H12/22)}
- E02D 27/50: Anchored foundations
- E04B 1/34352: {Base structures or supporting means therefor}
- E04C 3/11: with non-parallel upper and lower edges, e.g. roof trusses (arched girders, portal frames E04C3/38)
- E04C 3/40: of metal (E04C3/46 takes precedence)
- E04C 5/06: of high bending resistance, i.e. of essentially three-dimensional [3D] extent, e.g. lattice girders {(anchorage devices specially adapted for balconies E04B1/0038; supporting devices for connector reinforcing rods for concrete walls E04G21/125)}
- E04H 12/2261: {on a flat base (E04H12/08, E04H12/10 take precedence)}
- E04B 1/2403: {Connection details of the elongated load-supporting parts}
- E04B 2001/2421: {Socket type connectors}
- E04B 2001/2439: {Adjustable connections, e.g. using elongated slots or threaded adjustment elements}
- E04B 2001/2451: {Connections between closed section profiles}
- E04B 2001/2463: {Connections to foundations}
- E04B 2001/249: {Structures with a sloping roof}
- E04C 2003/0491: {the truss elements being located in one single surface or in several parallel surfaces}
- Y10S 52/11: Mobile-structure stabilizing anchor
- E04B: GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS (border constructions of opening in walls, floors or ceilings E06B1/00; {electromagnetic shielding H05K9/0001})
- E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)}
- E04C: STRUCTURAL ELEMENTS; BUILDING MATERIALS (for bridges E01D; specially designed for insulation or other protection E04B; elements used as building aids E04G; for mining E21; for tunnels E21D; structural elements with broader range of application than for building engineering F16, particularly F16S)
- E04H: BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL (foundations E02D)
- Y10S: TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS

## Abstract

A framing assembly system for steel building that substantially reduces assembly time while maintaining excellent strength and mechanical integrity and has vastly improved resistance to uplift forces. Foundation assemblies or anchor structures are first precisely located before concrete is poured to form the foundation, encasing the anchor structures within the foundation. Columns may then be attached to the anchor structures without the need for readjusting the location of the columns. The rest of the building framework is subsequently attached to the columns. The resulting structure is highly resistant to uplift forces and seismic effects while being much faster and simpler to assemble than previous structures. Cracking of the concrete foundation prior to the complete curing of the concrete is also reduced.

## Claims

### Claim 1

A method of forming a foundation structure for use in building construction, comprising the steps of:
preparing an area of ground;
positioning a plurality of frameworks in said area, each of the plurality of frameworks comprising a plurality of steel-reinforcing bars arranged and attached to each other;
securing the framework into the ground;
tying at least one of the plurality of frameworks to another of the frameworks using steel reinforcing bars;
positioning and securing a plurality of column attachment members to the plurality of frameworks, via respective base portions of the column attachment member;
attaching a plurality of columns to the plurality of column attachment members, via respective column receiving portions of the column attachment member; and
pouring concrete into the prepared area so as to cover the plurality of frameworks and at least a portion of each column attachment member.

### Claim 2 (depends on 1)

The method of claim 1, wherein the plurality of anchor structures are arranged and secured into the earth within the perimeter of the foundation structure.

### Claim 3 (depends on 1)

The method of claim 1, wherein the plurality of column attachment members are positioned using a laser interferometer to ensure precise location before being secured to the plurality of frameworks.

### Claim 4

A method of assembling a steel frame building, comprising:
preparing an area of ground;
positioning a plurality of frameworks in said area, each of the plurality of frameworks comprising a plurality of steel-reinforcing bars arranged and attached to each other;
securing the framework into the ground;
tying at least one of the plurality of frameworks to another of the frameworks using steel reinforcing bars;
positioning and securing a plurality of column attachment members to the plurality of frameworks, each of the column attachment members having a base portion and a column receiving portion, the base portion configured and adapted for attachment to the top of one framework, and the column receiving portion configured and adapted for attachment to a column;
pouring concrete into the prepared area so as to cover the plurality of frameworks and at least a portion of each column attachment member;
attaching columns to the column receiving portions of the column attachment members;
attaching wall panels to the columns;
connecting the tops of the columns to form a header; and
attaching trusses to the header.

### Claim 5 (depends on 4)

The method of claim 4, further comprising the steps of:
attaching roof panels to the trusses to form a roof; and
spraying insulation within the interior of the roof.

### Claim 6

A method of forming a foundation structure used in building assembly, comprising the steps of:
preparing an area of ground;
positioning support structures in the prepared area and securing said support structures to the prepared area;
pouring concrete into the prepared earth, such that at least part of the support structures project above the concrete; and
building the framework of the building on top of the support structures prior to concrete curing such that at least a portion of the weight from said framework is transmitted through the support structures into the ground, thereby reducing the amount of weight borne by the concrete as it cures, and reducing the incidences of foundation cracking.

### Claim 7 (depends on 6)

The method of claim 6, wherein the support structures comprises:
a plurality of steel-reinforcing bars arranged and attached to each other in a framework, said framework comprising a top and a bottom, said bottom configured and adapted for securing said framework into the ground; and
a column attachment member having a base portion and a column receiving portion, said base portion configured and adapted for attachment to said top of said framework and said column receiving portion configured and adapted for attachment to a column;
wherein said framework and at least a part of said column attachment member are encased in concrete.