The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Jan. 07, 1997

Filed:

May. 03, 1993
Applicant:
Inventor:

John Cunningham, Saratoga Springs, NY (US);

Assignee:

Other;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
F16M / ; E04H / ;
U.S. Cl.
CPC ...
527413 ; 521677 ; 521678 ; 52292 ; 521674 ; 527411 ; 248608 ; 248678 ; 248560 ;
Abstract

A system for supporting an architectural element such that the supporting structure resists unexpected, infrequent shocks such as might be encountered during an earthquake or other disaster and isolates the architectural element from variations in the level or stability of the surface on which the structure rests. The system provides an apparatus for supporting an architectural element that includes a pair of laterally spaced apart fixed bearing members arranged on a surface beneath or adjacent to a site for an architectural element, and an elongated elastic member supported on bearing surfaces of the bearing members at a distance spaced inwardly from the ends of the elongated member. An architectural element, which may comprise a base for a building or other structure, a building, or a portion of a building, may be placed in association with the elongated member. Beginning from an equilibrium state, the elongated member is capable of bending in proportion to the magnitude of an additional load applied intermediate the ends of the elongated members, with the ends of the elongated members sliding against the bearing members a distance also proportional to the magnitude of the additional load.


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