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US4127005A Expired / Lapsed US ⏱️ 0.0 years remaining

Riser/jacket vertical bearing assembly for vertically moored platform

Assignee: BP Corp North America Inc
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Filing: 1976-09-03
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Granted: 1978-11-28
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Expires: 1996-09-03
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Abstract

Abstract This invention relates to a vertically moored platform which is a floating structure anchored only by essentially parallel and vertical elongated members such as riser pipes under tension. Up to 32 or more such riser pipes are connected between the floating structure and anchor means on the sea floor. Special riser pipe/jacket vertical bearing assembly is provided to place the riser pipes under proper tension and to transmit force from the riser pipes to the floating structure.

Inventors

  • 👤 Bodwell D. Osborne

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-01 20:10
CPC Classifications
B; B63; B63B; B63B21/00; B63B21/50; B63B21/502; E; E02; E02B; E02B17/00; E02B17/02; E02B17/027

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 107 words
A system for connecting the upper end of a tensioned riser pipe having an external ring to a floating structure which comprises: a rigid bracket having an internal groove complementing and surrounding said external ring, said bracket tapering downwardly and outwardly and having a lower shoulder (69) and ring member (68), each essentially perpendicular to said riser pipe, a bulkhead (77) on said floating structure, a bearing plate (71) supported by said bulkhead, and a jack (76) between said bulkhead and said shoulder, said jack having a ram (78) extendible essentially parallel to said riser pipe so that axial tension can be applied to said riser pipe.
Claim 2
Independent Claim 107 words
A system for connecting the upper end of a tensioned riser pipe having an external ring to a floating structure which comprises: a rigid bracket having an internal groove complementing and surrounding said external ring, said bracket tapering downwardly and outwardly and having a lower shoulder (69) and ring member (68), each essentially perpendicular to said riser pipe, a bulkhead (77) on said floating structure, a bearing plate (71) supported by said bulkhead, and a jack (76) between said bulkhead and said shoulder, said jack having a ram (78) extendible essentially parallel to said riser pipe so that axial tension can be applied to said riser pipe.
Claim 3
Dependent Claim 19 words
A system as defined in claim 1 including shim plates (70) between said bearing plate and said ring member.
Claim 4
Independent Claim 132 words
A method of applying tension to a riser pipe anchoring a buoyant structure to the floor of a body of water which comprises: providing an external ring on the upper end of said riser pipe; placing a jack on the bulkhead of the said buoyant structure adjacent to the upper end of said riser pipe, said jack having a ram extendible only in a direction essentially parallel to the axis of said riser pipe; placing a bracket on top of the ram of said jack, said bracket having an internal groove complementing and surrounding said external ring on said riser pipe, said bracket tapering downwardly and outwardly and having a lower shoulder sitting on the top of ram (78) of said jack; applying tension to said riser pipe by extending said ram.
Claim 5
Independent Claim 132 words
A method of applying tension to a riser pipe anchoring a buoyant structure to the floor of a body of water which comprises: providing an external ring on the upper end of said riser pipe; placing a jack on the bulkhead of the said buoyant structure adjacent to the upper end of said riser pipe, said jack having a ram extendible only in a direction essentially parallel to the axis of said riser pipe; placing a bracket on top of the ram of said jack, said bracket having an internal groove complementing and surrounding said external ring on said riser pipe, said bracket tapering downwardly and outwardly and having a lower shoulder sitting on the top of ram (78) of said jack; applying tension to said riser pipe by extending said ram.

References Cited (Backward Citations)

US2954676A Cited
US3259368A Cited
US3976021A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-11-27 1982-05-29 1982-11-28 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-11-27 1986-05-29 1986-11-28 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-11-27 1990-05-29 1990-11-28 $7700.00 Window Closed / Lapsed

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