US4402483A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Earthquake isolation floor
Assignee: Mitsubishi Steel Mfg Co Ltd
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Filing: 1980-10-23
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Granted: 1983-09-06
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Expires: 2000-10-23
Abstract
Abstract An earthquake isolation floor comprises a horizontal plate-like support frame having a generally circular or polygonal configuration, a support frame having a horizontal surface with a similar configuration to that of the fundamental frame in a plan view, but of relatively smaller dimensions, a number of horizontal springs disposed radially between the fundamental and support frames with each of the springs being kept in a preset state, and a number of horizontal dampers disposed radially between the fundamental and the support frames, whereby machinery and tools, etc. to be protected against vibration such as caused by an earthquake are adapted to be mounted on the support frame.
Inventors
- 👤 Hiroshi Kurabayashi
- 👤 Kozo Sakaba
- 👤 Takafumi Fujita
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-31 13:47
CPC Classifications
E; E02; E02D; E02D27/00; E02D27/32; E02D27/34; E04; E04H; E04H9/00; E04H9/02; E04H9/021; E04H9/0235; F; F16; F16F; F16F15/00; F16F15/02
Claims Analysis
Total Claims: 15
Claim 1
Independent Claim
170 words
An earthquake isolation floor comprising: a generally flat, horizontal fundamental frame having a pre-determined configuration and an outer periphery; a support frame smaller than said fundamental frame, said support frame being slidably mounted to said fundamental frame; a vertical wall disposed above said fundamental frame, and near said periphery of said fundamental frame; a plurality of horizontal pre-stressed springs disposed about said support frame, each said spring having a first and a second end, said first end being in contact with said vertical wall, and said second end being in contact with said support frame; an annular cover plate disposed above said support frame, the outer edge of said cover plate being connected to said vertical wall; a plurality of upper ribs disposed above said support frame and connected to the inner edge of said cover plate; and a plurality of lower ribs disposed below said support frame and connected to the upper surface of said fundamental frame; whereby said upper and lower ribs prevent said support frame from rocking.
Claim 2
Dependent Claim
170 words
An earthquake isolation floor comprising: a generally flat, horizontal fundamental frame having a pre-determined configuration and an outer periphery; a support frame smaller than said fundamental frame, said support frame being slidably mounted to said fundamental frame; a vertical wall disposed above said fundamental frame, and near said periphery of said fundamental frame; a plurality of horizontal pre-stressed springs disposed about said support frame, each said spring having a first and a second end, said first end being in contact with said vertical wall, and said second end being in contact with said support frame; an annular cover plate disposed above said support frame, the outer edge of said cover plate being connected to said vertical wall; a plurality of upper ribs disposed above said support frame and connected to the inner edge of said cover plate; and a plurality of lower ribs disposed below said support frame and connected to the upper surface of said fundamental frame; whereby said upper and lower ribs prevent said support frame from rocking.
Claim 3
Dependent Claim
31 words
An earthquake isolation floor as claimed in claim 1 wherein a number of horizontal dampers are disposed around said support frame substantially radially between said support frame and said fundamental frame.
Claim 4
Dependent Claim
56 words
An earthquake isolation floor as claimed in claim 1 wherein said fundamental frame has a regular polygonal configuration and said support frame has a circular configuration both in plan view, whereby said horizontal springs are disposed radially between the middles of the respective sides of said polygonal configuration and the outer periphery of said support frame.
Claim 5
Dependent Claim
38 words
An earthquake isolation floor as claimed in claim 3 wherein a number of horizontal dampers are disposed radially between every other corner of said polygonal configuration of said fundamental frame and the outer periphery of said support frame.
Claim 6
Dependent Claim
31 words
An earthquake isolation floor as claimed in claim 1, 2, 3 or 4 wherein said support frame is slidably mounted on said fundamental frame by means of sliding elements disposed therebetween.
Claim 7
Dependent Claim
17 words
An earthquake isolation floor as claimed in claim 5 wherein said sliding elements are low friction elements.
Claim 8
Dependent Claim
27 words
An earthquake isolation floor as claimed in claim 1 wherein said support frame is slidably mounted on said fundamental frame by means of sliding elements disposed therebetween.
Claim 9
Dependent Claim
17 words
An earthquake isolation floor as claimed in claim 7 wherein said sliding elements are low friction elements.
Claim 10
Dependent Claim
59 words
An earthquake isolation floor as claimed in claim 1, 2, 3 or 4 wherein a number of said earthquake isolation floors are disposed at intervals so that said support frames of said earthquake isolation floors are adapted to carry a common support frame thereon so as to mount thereon machinery and tools, etc. of relatively large dimensions or weight.
Claim 11
Dependent Claim
55 words
An earthquake isolation floor as claimed in claim 1 wherein a number of said earthquake isolation floors are disposed at intervals so that said support frames of said earthquake isolation floors are adapted to carry a common support frame thereon so as to mount thereon machinery and tools, etc. of relatively large dimensions or weight.
Claim 12
Dependent Claim
29 words
An earthquake isolation floor as claimed in claim 9 wherein said support frames are respectively slidably mounted on said fundamental frames, respectively, by means of sliding elements disposed therebetween.
Claim 13
Dependent Claim
17 words
An earthquake isolation floor as claimed in claim 11 wherein said sliding elements are low friction elements.
Claim 14
Dependent Claim
28 words
An earthquake isolation floor as claimed in claim 10 wherein said support frames are respectively slidably mounted on said fundamental frames by means of sliding elements disposed therebetween.
Claim 15
Dependent Claim
17 words
An earthquake isolation floor as claimed in claim 13 wherein said sliding elements are low friction elements.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1986-09-05 | 1987-03-07 | 1987-09-06 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1990-09-05 | 1991-03-07 | 1991-09-06 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1994-09-05 | 1995-03-07 | 1995-09-06 | $7700.00 | Window Closed / Lapsed |