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US3719048A Expired / Lapsed US ⏱️ 0.0 years remaining

Offshore structure with static and dynamic stabilization shell

Assignee: Chicago Bridge and Iron Co
•
Filing: 1971-11-18
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Granted: 1973-03-06
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Expires: 1991-11-18
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Abstract

Abstract An offshore structure floatable to a site for positioning by submergence on the floor of a body of water and subsequently raising it having a domed roof shell enclosing a volume therebelow, said roof shell being open at the bottom and having a peripheral ballasting ring which provides a substantial righting moment against significant tilting of the structure while the ballasting ring is at least partly above water level, a stabilization shell mounted adjacent to the upper part of the roof shell in fixed position relative thereto by connecting means joined to the roof shell, said stabilization shell being open at the bottom and enclosing a volume between the shells, a plurality of spaced apart bulkheads extending vertically between the two shells thereby dividing the space between the shells into compartments, and means to remove air from beneath the roof shell and from said compartments in submerging the structure.

Inventors

  • 👤 C Arne
  • 👤 E Brogren

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 16:45
CPC Classifications
B; B65; B65D; B65D88/00; B65D88/78

Claims Analysis

Total Claims: 18
Claim 1
Independent Claim 146 words
An offshore structure floatable to a site for positioning by submergence on the floor of a body of water comprising: a domed roof shell enclosing a volume therebelow, said roof shell being open at the bottom and having a peripheral ballasting ring which provides a substantial righting moment against significant tilting of the structure while the ballasting ring is at least partly above water level; a stabilization shell mounted adjacent to the upper part of the roof shell in fixed position relative thereto by connecting means joined to the roof shell, said stabilization shell being open at the bottom and enclosing a volume between the two shells; a plurality of spaced apart bulkheads extending vertically between the two shells thereby dividing the space between the shells into compartments; and means to remove air from beneath the roof shell and from said compartments in submerging the structure.
Claim 2
Dependent Claim 146 words
An offshore structure floatable to a site for positioning by submergence on the floor of a body of water comprising: a domed roof shell enclosing a volume therebelow, said roof shell being open at the bottom and having a peripheral ballasting ring which provides a substantial righting moment against significant tilting of the structure while the ballasting ring is at least partly above water level; a stabilization shell mounted adjacent to the upper part of the roof shell in fixed position relative thereto by connecting means joined to the roof shell, said stabilization shell being open at the bottom and enclosing a volume between the two shells; a plurality of spaced apart bulkheads extending vertically between the two shells thereby dividing the space between the shells into compartments; and means to remove air from beneath the roof shell and from said compartments in submerging the structure.
Claim 3
Dependent Claim 146 words
An offshore structure floatable to a site for positioning by submergence on the floor of a body of water comprising: a domed roof shell enclosing a volume therebelow, said roof shell being open at the bottom and having a peripheral ballasting ring which provides a substantial righting moment against significant tilting of the structure while the ballasting ring is at least partly above water level; a stabilization shell mounted adjacent to the upper part of the roof shell in fixed position relative thereto by connecting means joined to the roof shell, said stabilization shell being open at the bottom and enclosing a volume between the two shells; a plurality of spaced apart bulkheads extending vertically between the two shells thereby dividing the space between the shells into compartments; and means to remove air from beneath the roof shell and from said compartments in submerging the structure.
Claim 4
Dependent Claim 146 words
An offshore structure floatable to a site for positioning by submergence on the floor of a body of water comprising: a domed roof shell enclosing a volume therebelow, said roof shell being open at the bottom and having a peripheral ballasting ring which provides a substantial righting moment against significant tilting of the structure while the ballasting ring is at least partly above water level; a stabilization shell mounted adjacent to the upper part of the roof shell in fixed position relative thereto by connecting means joined to the roof shell, said stabilization shell being open at the bottom and enclosing a volume between the two shells; a plurality of spaced apart bulkheads extending vertically between the two shells thereby dividing the space between the shells into compartments; and means to remove air from beneath the roof shell and from said compartments in submerging the structure.
Claim 5
Dependent Claim 59 words
An offshore structure according to claim 1 in which the peripheral ballasting ring is at the lower edge of the roof shell and said edge is in a horizontal plane when the shell is in upright, nontilting position, and the stabilization shell has a lower peripheral edge in a plane parallel to the lower edge of the roof shell.
Claim 6
Dependent Claim 36 words
An offshore structure according to claim 2 in which the periphery of the ballasting ring and the periphery of the stabilization shell are circular, and the stabilization shell and roof shell have a common vertical axis.
Claim 7
Dependent Claim 26 words
An offshore structure according to claim 3 in which the bulkheads on the stabilization shell are radially positioned and are spaced apart equally from adjacent bulkheads.
Claim 8
Dependent Claim 24 words
An offshore structure according to claim 3 in which the bulkheads extend from the stabilization shell to the roof shell and are joined thereto.
Claim 9
Dependent Claim 37 words
An offshore structure according to claim 1 in which the roof shell has a hollow tubular vertical column extending upwardly from the top of the roof shell, and the submergence shell is joined to the vertical column.
Claim 10
Dependent Claim 19 words
An offshore structure according to claim 6 in which a conduit communicates with each compartment for removing air therefrom.
Claim 11
Dependent Claim 34 words
An offshore structure according to claim 1 in which the compartments are arranged to function as surge tanks during wave action and by so functioning alleviate the forces on the structure caused by waves.
Claim 12
Dependent Claim 30 words
An offshore structure according to claim 8 in which an alleviating force is derived form partly filling and emptying the surge tanks and is vested in the translocation of mass.
Claim 13
Dependent Claim 36 words
An offshore structure according to claim 8 in which an alleviating force is derived from partly filling and emptying the surge tanks and is vested in flow of liquid in the near vicinity of the structure.
Claim 14
Dependent Claim 20 words
An offshore structure according to claim 1 in which the compartments are effective to lower the structure to the bottom.
Claim 15
Dependent Claim 20 words
An offshore structure according to claim 1 in which the compartments are effective to raise the structure from the bottom.
Claim 16
Dependent Claim 43 words
An offshore structure according to claim 1 in which the compartments are proportioned to carry the structure upwards from the bottom with a moderate force, and air spilled from the compartments will make a path for the structure to follow in upward motion.
Claim 17
Dependent Claim 56 words
An offshore structure according to claim 1 in which the compartments are proportioned to carry the structure upwards from the bottom with a moderate force but are also designed to expell a quantity of air or water in a sudden burst which will cause the structure to be jarred loose from contact with the sea bottom.
Claim 18
Dependent Claim 43 words
An offshore structure according to claim 1 in which the compartments are effective to carry the structure upwards and air expelled from the compartments is captured under the main roof and retained there to bring the structure to an intermediate position of buoyancy.

References Cited (Backward Citations)

US3472033A Cited
US3429128A Cited
US3630161A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1976-03-05 1976-09-04 1977-03-06 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1980-03-05 1980-09-04 1981-03-06 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1984-03-05 1984-09-04 1985-03-06 $7700.00 Window Closed / Lapsed

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