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US4389141A Expired / Lapsed US ⏱️ 0.0 years remaining

Marine structure having a deck or work platform supported by absorbing mechanisms

Assignee: Mobil Oil AS
•
Filing: 1980-12-31
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Granted: 1983-06-21
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Expires: 2000-12-31
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Abstract

Abstract A support arrangement for a platform held in suspension from an offshore frame structure which provides damping between the structures in inverse proportion to the magnitude of a seismic shock. The effects of seismic shocks on the suspended platform are mitigated by providing first and second nonlinear shock absorbers coupled laterally in first and second horizontal directions between the platform and the frame structures. The first and second shock absorbers are designed to be substantially rigid to provide stiff damping for relatively low amplitude seismic forces while providing substantially softer or less rigid damping for relatively high amplitude seismic forces, such that the suspended load is able to move relatively freely in all horizontal directions when it is subjected to relatively severe seismic shocks.

Inventors

  • 👤 Norman E. Cumings

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 15:35
CPC Classifications
E; E02; E02B; E02B17/00; E02B17/02; E02B17/021; E02B17/024

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 283 words
A marine offshore structure for compensating for seismic shocks comprising: (a) an exterior truss structure having its base anchored to the subsurface floor; (b) a marine deck or work platform within said truss structure; (c) a plurality of vertical structural members interconnecting said truss structure and said deck or working platform for suspending said deck or work platform from said truss structure, said vertical structural members being flexible along their respective length to permit horizontal movement of said truss structure relative to said deck or work platform; (d) means for mitigating the effects of seismic shocks on said deck or work platform, including at least one first nonlinear shock absorber means coupled laterally in a first horizontal direction between said deck or work platform and said truss structure for damping horizontal seismic forces in said first direction between said deck or work platform and said truss structure, said first nonlinear shock absorber means being substantially rigid to provide stiff damping of relatively low amplitude seismic forces and providing substantially less rigid damping during relatively high amplitude seismic forces; and at least one second nonlinear shock absorber means coupled laterally in a second horizontal direction, substantially orthogonal to said first direction, between said deck or work platform and said truss structure for damping horizontal seismic forces in said second direction between said deck or work platform and said truss structure, said second nonlinear shock absorber means being substantially rigid to provide stiff damping of relatively low amplitude seismic shocks and providing substantially less damping during relatively high amplitude seismic forces, whereby said deck or work platform is able to move relatively freely in horizontal directios when it is subjected to relatively severe seismic shocks.
Claim 2
Dependent Claim 283 words
A marine offshore structure for compensating for seismic shocks comprising: (a) an exterior truss structure having its base anchored to the subsurface floor; (b) a marine deck or work platform within said truss structure; (c) a plurality of vertical structural members interconnecting said truss structure and said deck or working platform for suspending said deck or work platform from said truss structure, said vertical structural members being flexible along their respective length to permit horizontal movement of said truss structure relative to said deck or work platform; (d) means for mitigating the effects of seismic shocks on said deck or work platform, including at least one first nonlinear shock absorber means coupled laterally in a first horizontal direction between said deck or work platform and said truss structure for damping horizontal seismic forces in said first direction between said deck or work platform and said truss structure, said first nonlinear shock absorber means being substantially rigid to provide stiff damping of relatively low amplitude seismic forces and providing substantially less rigid damping during relatively high amplitude seismic forces; and at least one second nonlinear shock absorber means coupled laterally in a second horizontal direction, substantially orthogonal to said first direction, between said deck or work platform and said truss structure for damping horizontal seismic forces in said second direction between said deck or work platform and said truss structure, said second nonlinear shock absorber means being substantially rigid to provide stiff damping of relatively low amplitude seismic shocks and providing substantially less damping during relatively high amplitude seismic forces, whereby said deck or work platform is able to move relatively freely in horizontal directios when it is subjected to relatively severe seismic shocks.
Claim 3
Dependent Claim 38 words
A support arrangement as claimed in claim 1, said first nonlinear shock absorber means and said second nonlinear shock absorber means each providing damping for seismic forces which is inversely proportional to the magnitude of the seismic shock.
Claim 4
Dependent Claim 76 words
A support arrangement as claimed in claim 2, said first nonlinear shock absorber means and said second nonlinear shock absorber means each including a piston mounted for bidirectional movement in a cylinder in a manner to displace a fluid during movement thereof, and a closed fluid loop coupling both sides of the piston and having a means for varying the impedance to fluid flowing in said loop inversely proportional to the magnitude of the seismic shock.
Claim 5
Dependent Claim 32 words
A support arrangement as claimed in claim 3, said means for varying the impedance including a plurality of valves which are selectively opened in dependence upon the magnitude of the seismic shock.

References Cited (Backward Citations)

US2035009A Cited
US2055000A Cited
US3110464A Cited
US3761068A Cited
US3726986A Cited
US3796017A Cited
US3732655A Cited
US3977140A Cited
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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) 1986-06-20 1986-12-20 1987-06-21 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1990-06-20 1990-12-20 1991-06-21 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1994-06-20 1994-12-20 1995-06-21 $7700.00 Window Closed / Lapsed

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