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US4170431A Expired / Lapsed US ⏱️ 0.0 years remaining

Offshore platforms

Assignee: Individual
•
Filing: 1977-12-29
•
Granted: 1979-10-09
•
Expires: 1997-12-29
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Abstract

Abstract An offshore platform support structure having a column structure including at least two sections, each section being joined to a vertically adjacent section by a plurality of circumferentially arranged joints defining a plurality of hinge axes lying in a plane substantially normal to the vertical axis of the column structure, to permit yielding tilting about any one of the hinge axis in response to excessive lateral forces exerted against the column structure, and the structure further including damping means arranged to control the rate of return of said sections to the initial position from a relatively tilted position.

Inventors

  • 👤 Eric Wood

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 21:45
CPC Classifications
E; E02; E02B; E02B17/00; E02B17/0004; E02B17/02; E02B17/027; E02B2017/0039; E02B2017/0043; E02B2017/0056; E02B2017/0065; E02B2017/0073; E02B2017/0086

Claims Analysis

Total Claims: 6
Claim 1
Independent Claim 178 words
An offshore platform support structure comprising a column structure for standing on the sea bed, the structure being in three column sections, a lower section, an intermediate section and an upper section, the lower section and intermediate section being located one relative to the other by knuckle type joints so that the intermediate section is relatively tiltable from an initial position relative to the lower section about any of several circumferentially arranged tilting axes lying transverse to the upright platform axis, and the intermediate section and upper section being located one relative to the other by knuckle type joints so that the upper section can tilt relative to the intermediate section in the same manner in which the intermediate section can tilt relative to the lower section, the tilting axes between the lower and intermediate sections being angularly offset relative to the axes of relative tilting between the intermediate and upper sections, and the structure further including damping means arranged to control the rate of return of said sections to the initial position from a relatively tilted position.
Claim 2
Dependent Claim 178 words
An offshore platform support structure comprising a column structure for standing on the sea bed, the structure being in three column sections, a lower section, an intermediate section and an upper section, the lower section and intermediate section being located one relative to the other by knuckle type joints so that the intermediate section is relatively tiltable from an initial position relative to the lower section about any of several circumferentially arranged tilting axes lying transverse to the upright platform axis, and the intermediate section and upper section being located one relative to the other by knuckle type joints so that the upper section can tilt relative to the intermediate section in the same manner in which the intermediate section can tilt relative to the lower section, the tilting axes between the lower and intermediate sections being angularly offset relative to the axes of relative tilting between the intermediate and upper sections, and the structure further including damping means arranged to control the rate of return of said sections to the initial position from a relatively tilted position.
Claim 3
Dependent Claim 39 words
A structure according to claim 1, wherein there are three ball an socket type joints defining the knuckle type joints between the lower section and the intermediate section and three similar joints between the intermediate section and upper section.
Claim 4
Dependent Claim 66 words
A structure according to claim 2, wherein the damping means are embodied in the knuckle type joints in that each knuckle type joint comprises a head and a socket, and the damping means includes restriction apertures in the socket and through which fluid is forced when the head and socket move back into seating relationship after a relative tilting movement separating the head and the socket.
Claim 5
Dependent Claim 40 words
A structure according to claim 3, wherein the head or socket is capable of limited relative sliding movement transversely of the structure to facilitate location of each head in its socket after separation as a result of a tilting movement.
Claim 6
Dependent Claim 41 words
A structure according to claim 4, wherein each head is mounted for sliding movement in a direction normal relative to the axis of tilting defined by the other two knuckle type joints of the three knuckle type joints between adjacent sections.

References Cited (Backward Citations)

US2430014A Cited
US3208228A Cited
US3283515A Cited
US3382629A Cited
US3710580A Cited
US3670515A Cited
US3735597A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1982-10-08 1983-04-09 1983-10-09 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1986-10-08 1987-04-09 1987-10-09 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1990-10-08 1991-04-09 1991-10-09 $7700.00 Window Closed / Lapsed

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