Static structures (e.g. – buildings) – Assembled in situ-type anchor or tie
Reexamination Certificate
1999-03-26
2002-01-01
Friedman, Carl D. (Department: 3635)
Static structures (e.g., buildings)
Assembled in situ-type anchor or tie
C052S712000, C052S081100, C403S389000, C403S396000
Reexamination Certificate
active
06334284
ABSTRACT:
STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT
Not Applicable
REFERENCE TO MICROFICHE APPENDIX:
Not Applicable
BACKGROUND OF THE INVENTION
A significant advance in basic structural systems for stationary structures has not occurred since the advent of prestressed and reinforced concrete, structural steel, and the use of cable as a tensional element. There have been some innovative engineering and architectural advances, such as various types of folding structures, tube and ball and other space trusses, and the dymaxion concept. However, none of these advances has escaped the use of conventional structural elements in compression, tension and flexion mode. Although there have been more recent developments in the field of vehicular structure, such as formed sheet rigidification, the fundamental methods have not changed significantly from the rigid rib, stringer, and truss design. The present invention is a significant advance in structural systems, both stationary and moveable, with respect to weight, strength, flexibility and magnitude.
There does not appear to be any prior art that this invention builds upon except generally in the field of structural engineering, none of which directly addresses structural combinations of torsion elements. Torsion loading is generally treated by practitioners of the art as the nemesis of conventional structural elements, and is generally not managed as the principal function of structural elements.
The patent classification system does not contain a classification for structural systems as such, the most appropriate description of the present invention, but does address specific types of structures, such as “static structures” (Class 52), “bridges” (Class 14), “railway rolling stock” (105/396+), “ships” (114/65+), “aeronautics” (244/117+), “land vehicles: bodies and tops” (296/) etc. There are also no classifications for structures which are dynamic in managing the stress of structural elements or for structures which can dynamically change shape or volume. The latter of these may be addressed to a certain extent in Class/Subclass 52/109, which allows for the extension and retraction of a structure by the use of pivotted diagonal levers, or in Class/Subclass 52/160, which covers closures and other panels made of flexible material. With respect to torsion devices, no structural classification could be found, the classifications being restricted to springs, etc. Therefore, at least with respect to the extent that the classification system may reveal such, there does not appear to be prior art described therein. However, there are some superficial graphic similarities involving shapes and forms to be found in certain patents that claim inventions that are confined to specific structural forms or other classes entirely.
There are two United States Patents that disclose structures that utilize ring or circular elements. One is the Ring Structure disclosed by U.S. Pat. No. 4,128,104 which is “a structural framework composed of ring members intersecting one another in a particular manner”. That disclosure does not specify any utilization of torsion loading of the ring members. The other is the Modular Dome Structure, U.S. Pat. No. 3,959,937, which is comprised of “ring-shaped” elements of equal size which form a dome when connected in a particular manner. That disclosure is restricted to “improved building construction for domes or other spherical frames”, does not teach a universal structural system, and does not specify any utilization of torsional strength of materials or loading.
Otherwise, there does not appear to be any prior art involving the structural use of elements which are designed to bear loads in torsion mode.
BRIEF SUMMARY OF THE INVENTION
The present invention is a structural system which employs “torsion elements” which are connected to form structures, and a method of construction therewith. The term “torsion element” used in this disclosure means a structural element that functions with torsion as its principal load bearing mode. Torsion elements use the torsional strength of materials and have the capacity to bear the torsion loads distributed to them by the structural system of which they are a part. The structural system converts most compression, tension and flexion loading of constructions using the system to torsional loading of the torsion elements of which the constructions are comprised. It is thus the principal object of the structural system which is the present invention that torsion elements bear as torsional load the greatest part of the entire load placed on the structures of which they are a part, and evenly distribute such loading among the connected torsion elements of which the structures are comprised. The present invention contemplates that structures comprised of connected torsion elements may be incorporated in yet other structures that also have conventional structural elements which are designed to bear compression, tension and flexion loads in conjunction with torsion elements.
The preferred embodiment of the present invention employs torsion elements which are toroidal in shape. These toroidal elements may be used to create new structural forms for both stationary and moveable structures. Some of the structural forms can be applied to construct buildings for unstable foundation conditions and which can survive foundation movement and failure. The use of toroidal torsion elements may also be applied to create structures which are dynamic, with the constituent elements capable of movement by design, not only by deflection as a result of loading, but also by the active management of structural stresses. Toroidal torsion elements may also be varied in shape dynamically so as to achieve alteration of the shape, size and volume of the structure of which they are constituent. The use of the invention includes every conceivable structure, from the smallest to the largest, nanostructures, bridges, towers, furniture, aircraft, land and sea vehicles, appliances, instruments, buildings, spacecraft, and planetary and space habitats.
The method of construction of structures using the present invention is also disclosed through numerous drawings of combinations and arrays of connected torsion elements.
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A Phi Dieu Tran
Friedman Carl D.
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