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US4504172A Expired / Lapsed US ⏱️ 0.0 years remaining

Caisson shield for arctic offshore production platform

Assignee: Mobil Oil AS
•
Filing: 1983-07-11
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Granted: 1985-03-12
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Expires: 2003-07-11
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Abstract

Abstract A caisson shield for the protection of an offshore production platform and, more particularly, a caisson shield for use in an arctic environment for the protection of the offshore structure in iceberg-infested waters which is capable of absorbing the destructive forces of an impact produced by a large iceberg. The caisson shield consists of an essentially annular concrete structure encircling at least the submerged support section of the offshore production platform including vertically upstanding concentrically spaced, annular side walls, a horizontal slab base resting on the marine bottom on which the side walls are supported, and a slab top supported on the side walls, and including annularly spaced internal radial partition walls whereby the entire overall caisson shield structure provides a generally toroidal configuration incorporating a plurality of closed compartments. In one enbodiment of the invention, located along the outer annular wall is a plurality of arcuate wall sections forming a series of arches and enclosed compartments between each arcuate wall section and the outer annular wall, which impart a "scallop-like" configuration to the outer circumference of the caisson shield. The "scallop-like" outer walls are capable of resisting and absorbing extremely high ice loads by being adapted to progressively crush the leading edge of an impacting iceberg and to thereby minimize the crush of the iceberg against the caisson shield before coming to rest against the shield.

Inventors

  • 👤 John D. Clinton
  • 👤 Gerhard H. Reusswig

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-07 21:18
CPC Classifications
E; E02; E02B; E02B17/00; E02B17/0017; E02B17/0021

Claims Analysis

Total Claims: 18
Claim 1
Independent Claim 142 words
An offshore production platform structure for use in iceberg-infested waters comprising: an above-water platform section; a support section extending from the marine floor to said platform section; and a massive annular caisson shield spaced radially outwardly from said support section and extending from the marine floor toward the marine surface; said caisson shield comprising an inner wall, an outer wall, a plurality of closed compartments formed between said inner wall and said outer wall, and a plurality of arched wall sections extending radially outwardly from said outer wall; said arched wall sections being constructed to progressively crush the leading edge of an impacting iceberg, said closed compartments being constructed to absorb maximum anticipated ice thrust forces including local punching failure of said outer wall, and said caisson shield being constructed to slide laterally while maximum anticipated ice thrust forces are being dissipated.
Claim 2
Dependent Claim 142 words
An offshore production platform structure for use in iceberg-infested waters comprising: an above-water platform section; a support section extending from the marine floor to said platform section; and a massive annular caisson shield spaced radially outwardly from said support section and extending from the marine floor toward the marine surface; said caisson shield comprising an inner wall, an outer wall, a plurality of closed compartments formed between said inner wall and said outer wall, and a plurality of arched wall sections extending radially outwardly from said outer wall; said arched wall sections being constructed to progressively crush the leading edge of an impacting iceberg, said closed compartments being constructed to absorb maximum anticipated ice thrust forces including local punching failure of said outer wall, and said caisson shield being constructed to slide laterally while maximum anticipated ice thrust forces are being dissipated.
Claim 3
Dependent Claim 30 words
The platform structure of claim 1 wherein said closed compartments are formed by a plurality of annularly spaced radially extending wall sections interconnecting said inner wall and said outer wall.
Claim 4
Dependent Claim 25 words
The platform structure of claim 1 wherein said arched wall sections are contiguously arranged about said outer wall to impart a generally scallop-shaped exterior configuration.
Claim 5
Dependent Claim 32 words
The platform structure of claim 3 wherein each of said arched wall sections includes internal partition wall means for subdividing each of said arched wall sections into a plurality of closed chambers.
Claim 6
Dependent Claim 15 words
The platform structure of claim 4 further comprising ballast filling each of said closed chambers.
Claim 7
Dependent Claim 20 words
The platform structure of claim 5 wherein said ballast comprises sea water filling at least some of said closed chambers.
Claim 8
Dependent Claim 20 words
The platform structure of claim 5 wherein said ballast comprises compacted sand filling at least some of said closed chambers.
Claim 9
Dependent Claim 20 words
The platform structure of claim 5 wherein said ballast comprises iron ore filling at least some of said closed chambers.
Claim 10
Dependent Claim 36 words
The platform structure of claim 1 further comprising a generally horizontal slab member supporting said caisson shield on the marine floor for allowing limited movement therealong responsive to excessive external lateral force caused by an iceberg.
Claim 11
Dependent Claim 28 words
The platform structure of claim 9 further comprising another horizontal slab member convering the top of said caisson shield to form the top wall of said closed compartments.
Claim 12
Dependent Claim 31 words
The platform structure of claim 1 wherein said caisson shield has a vertical height terminating below the marine surface to allow for access of marine traffic to said above-water platform section.
Claim 13
Dependent Claim 15 words
The platform structure of claim 1 wherein said caisson shield is a unitary monolithic structure.
Claim 14
Dependent Claim 19 words
The platform structure of claim 1 wherein said caisson shield is formed from a plurality of monolithic arcuate sections.
Claim 15
Dependent Claim 18 words
The platform structure of claim 1 wherein said caisson shield is formed of essentially prestressed and reinforced concrete.
Claim 16
Dependent Claim 26 words
The platform structure of claim 1 wherein said caisson shield has an outer diameter of about 200 meters and an inner diameter of about 150 meters.
Claim 17
Dependent Claim 24 words
The platform structure of claim 1 wherein said caisson shield has a radial spacing from said support section of about 15 to 25 meters.
Claim 18
Dependent Claim 19 words
The platform structure of claim 1 further comprising steel sheathing along the outer surfaces of said arched wall sections.

References Cited (Backward Citations)

US559116A Cited
US946841A Cited
US2063514A Cited
US2940266A Cited
US4188157A Cited
SU740900A1 Cited
US4303352A Cited
US4283159A Cited
US4422804A 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) 1988-03-11 1988-09-10 1989-03-12 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1992-03-11 1992-09-10 1993-03-12 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1996-03-11 1996-09-10 1997-03-12 $7700.00 Window Closed / Lapsed

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