Structural panel and method of fabrication

Inactive Publication Date: 2005-12-29
GREEN SANDWICH TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

[0025] The present invention relates to pre-fabricated structural panels which utilize commercially available materials, and a cost-efficient and simple method of construction. Accordingly, the main obj

Problems solved by technology

While these structural panels have been useful in the construction industry, they have had the disadvantage of being costly and sometimes unavailable in rural areas.
They also have the disadvantage of not being able to be custom engineered and fabricated to meet the load demands of a particular structure and are only available in a few, structurally limited, configurations.
However, such materials are manufactured from petrochemical substances and have potential environmental damage issues associated with them.
There is also the increasing price of these fillers due to the finite quantity of petroleum resources and their depletion.
Additionally, there is the difficulty in obtaining plastic foams in developing countries and remote locations as well as the high cost of shipping to these locations due to plastic foam volume to weight ratio.
At least one company produces lattice structures having forty-five degree (45°) bends for use in their structural panels, a configuration that is more structurally sound but which also increases the cost of the structural panel due to production economics.
Typically, such structural panels are limited to only one thickness option.
While structurally superior, these designs result in increased expense passed to the end consumer.
The design of the structural panel may also be complicated which further increases production costs.
In rural areas and foreign countries many of these specialized materials are not available and must be shipped, further increasing expense or prohibiting the area from using pre-fabricated structural panels altogether.
Previous methods of fabricating panels with a wire truss structure and a wire face mesh have been made utilizing machines and techniques which resulted in panels being limited in the dimensions of the components employed.
If a different panel was desired, a new machine was needed to make the new panel type or, at least, extensive, time consuming, and costly modifications or re-fabrication of the machine, was required.
The manufacture of all Structural Concrete Insulating Panels (SCIP) to date has involved significant capital investment due to the complexity of the machinery required, or, in the case of low-cost methods, it has been very limited in breadth of capacity in terms of sizes of panels able to be produced.
In addition, most methods of production have required high levels of technical skill to operate as well as utility (electrical and water) and other support not readily available in developing nations.
Also, all other systems have a linear manufacturing path which results in the entire operation being shut down if any part of it fails.
A significant drawback to this design is the linear product flow.
While longer apparatus' could be fabricated, allowing for longer panels, this compounds the problem of other work halting while the panel is in the compre

Method used

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  • Structural panel and method of fabrication

Examples

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Example

[0083] In accordance with the present invention, an exemplary commercially available truss 70 is illustrated in FIG. 1. The truss 70 generally comprises a wire 72 having a series of bends 74 around a pair of mutually spaced apart side rods 76. The rods 76 are laid in parallel fashion along the bends 74 of wire 72 and welded or otherwise attached to the wire 72 to provide a generally planar configuration. The trusses 70 are constructed and sold in varying widths which can be utilized for the creation of different thicknesses of structural panels. Such trusses 70 include commonly available masonry reinforcement trusses and space frame trusses, although other commercially available trusses may be used.

[0084] As is common in the industry, center wire 72 is bent in a zigzag configuration to provide strength to the truss 70. The angle of the bends 74 may be varied depending on structural loading imposed on the panel, for example masonry reinforcement trusses traditionally have approximat...

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PUM

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Abstract

A process for manufacturing a structural panel includes determining structural loads to be placed upon the structural panel. The structural panel is manufactured from at least two generally parallel and spaced-apart thin-shell cementitious skins that are joined by a truss. The thickness of each cementitious skin is selected to meet the structural loads to be placed thereon and each skin is shaped to center reinforcement in the skin.

Description

RELATED APPLICATION [0001] This application claims priority from provisional patent application Ser. No. 60 / 621,195, filed Oct. 22, 2004, and claims priority as a continuation-in-part of U.S. patent application Ser. No. 10 / 823,082, filed Apr. 12, 2004, which claimed priority as a continuation-in-part of U.S. Pat. No. 6,718,712, issued Apr. 13, 2004, which claimed priority from provisional application Ser. No. 60 / 127,224, filed Mar. 31, 1999.BACKGROUND OF THE INVENTION [0002] The present invention relates generally to construction materials. More particularly, the invention concerns structural panels and methods for their manufacture which employ fillers, together with a reinforcing structure comprised of commercially available components, which when assembled and faced with a durable covering provides a building component. [0003] Prefabricated structural building panels are utilized in the construction of structures such as houses and commercial, industrial and institutional buildin...

Claims

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Application Information

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IPC IPC(8): E04B1/00E04B2/84E04B2/86E04C2/04
CPCE04B2/845E04B2/847E04C2/044E04B2002/8688E04B2002/867
Inventor HEATH, MARK DAVID
Owner GREEN SANDWICH TECH
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