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Stress Steering Structure

United States Patent 5,615,528
issued April 1, 1997
Inventors:  Owens; Charles R.
Appl. No.: 338,408
Filed: November 14, 1994

Intl. Cl.: E04C 1/00
Current U.S. Cl.: 52/576; 249/61; 249/62; 264/317; 425/DIG. 2; 428/542.8; 428/703; 52/577; 52/DIG.; 52/DIG. 0
Field of Search: 52/576, 577, DIG. 2, DIG. 10; 428/72, 178, 703, 542.8; 425/DIG. 12; 249/61, 62; 264/317

Primary Examiner: Kent; Christopher T.
Attorney: McAulay Fisher Nissen Goldberg & Kiel, LLP



Abstract

A load bearing structure having a set of uniform voids functions to resolve the forces imposed by developing compression in the material having the voids and minimizing the amount of tension developed in the material. For the voids to have this function, they must be deployed in a particular fashion. The voids are deployed to encompass a particular set of points. The set of points are such that each point in the matrix is spaced an equal distance from twelve and only twelve adjacent points of the matrix. The distance between the points does not matter as long as all are uniformly distanced in accordance with that rule. If the structure is considered to be composed of a closely packed set of hypothetical rhombic dodecahedra (RD) and the four edge vertices of each of those hypothetical RDs is truncated, the result will be a set of cubic voids. The center of each of those cubic voids will define the matrix referred to above and the cubic voids will serve to provide the optimum resolution of stress which minimizes the development of tension in the material. One in four of the hypothetical or mathematical RDs can be eliminated achieving the same force resolution result in a structure that contains less material. The shape and size, but not the position, of the voids can be varied with only slight loss in optimum stress resolution. Some voids can be omitted with only slight loss of optimum stress resolution.

24 Claims, 5 Drawing Figures

References Cited

U.S. Patent Documents

948,541 Feb., 1910 Coleman 52/577 X
2,881,717 Apr., 1959 Fuller
2,905,113 Sept., 1959 Fuller
2,914,074 Nov., 1959 Fuller
2,986,241 May, 1961 Fuller
3,063,521 Nov., 1962 Fuller
3,229,437 Jan., 1966 Adie 52/576
3,354,591 Nov., 1967 Fuller
3,412,519 Nov., 1968 Brettingen
3,495,367 Feb., 1970 Kobayashi 52/577 X
3,810,336 May, 1974 Sadao
4,059,932 Nov., 1977 Resch
4,156,997 Jun., 1979 Decker
4,207,715 Jun., 1980 Kitrick
4,679,361 Jul., 1987 Yacoe
4,711,062 Dec., 1987 Gwilliam et al.
4,796,394 Jan., 1989 Chastain
5,070,673 Jan., 1991 Weisse
5,110,661 May, 1992 Groves 428/178
5,230,196 Jul., 1993 Ziegler
5,261,194 Nov., 1993 Roberts
5,329,737 Jul., 1994 Roberts et al.
5,331,779 Jul., 1994 Hing

Foreign Patent Documents

816814 Aug., 1937 FR 52/576
2135806 Dec., 1972 FR
2155495 May, 1973 FR
Other References

PT Bouwtechniek, vol. 37, No. 3, Mar. 1982 Rijswijk NL, pp. 21-25 Pieter Huybers `Polyedrisch bouwen`-see FIGS. 4, 23.

Bauwelt, No. 50, Dec. 1968 Berlin DE, pp. 1601-1607, Walter Kuhn `Raumliches Bauen mit Elementen aus der Konkretisierung geometrishcher Gitter` see p. 1602; FIG. 3, see p. 1606; FIG. 6.

Cundy & Rollett, Mathematical Models, 1961, pp. 195-197



A complete copy of the patent summarized above can be viewed and obtained at the

U.S. Patent & Trademark Office



 

 

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