Patent · US Expired

Seismic isolation system between floor and foundation comprising a ball and socket joint and elastic or elastomeric element

US6324795A · kind A · utility

35Cited by
16References
11Claims
0Family size

Assignee

Inventors

Key dates

Filing dateNov 24, 1999
Grant dateDec 4, 2001
Priority date
Expiry dateNov 24, 2019

Classification

  • Technology area (CPC E)Fixed Constructions
  • CPC primaryE02D27/34
  • WIPO fieldCivil engineering
  • WIPO sectorOther fields

Abstract

A seismic isolation system with a plurality of ball-and-socket joints attaching a base structure to a plurality of foundation pads or piers. A plurality of pads or piers 3, 13 form a foundation structure. A seismic isolation bearing 20 attaches a pad to the floor 1 of a building or other structure. The seismic isolation bearing includes a joint 22 attached to an elastic element 12. The seismic isolation bearing allows tilting of the pad in relation to the base structure in response to vertical movement of a foundation pad. Additionally, rotation of the joint works in conjunction with the elastic element to reduce the shear deformation in the elastic element in response to transverse movement of the foundation pad.

Source: USPTO / EPO open patent data. Objective bibliographic and citation counts.