Floating structure using mechanical braking

• US 4,913,592 A
• Filed: 02/24/1989
• Issued: 04/03/1990
• Est. Priority Date: 02/24/1989
• Status: Expired due to Term

• Current Assignee: Murphy Exploration & Production Co. (Murphy Oil Corporation)
• Original Assignee: Odeco Incorporated
• Inventors: Rehmann, William H. Jr., Petty, Terry D.
• Primary Examiner(s): Reese, Randolph A.
• Assistant Examiner(s): MCBEE, J
• Application Number:
  US07/314,747
• Time in Patent Office: 403 Days
• Field of Search: 405/195, 405/224, 405/199, 166/355, 188/67, 188/1-11, 188/38, 188/41, 188/43, 188/44
• US Class Current: 405/223.1
• CPC Class Codes: B63B 2021/505 Methods for installation or mooring of floating offshore platforms on site
• CPC Class Codes: B63B 21/502 by means of tension legs
• CPC Class Codes: E21B 17/01 Risers
• CPC Class Codes: E21B 19/002 specially adapted for underwater drilling E21B19/09, E21B19/143 take precedence

Abstract

The floating structure has a structural frame and a long member which has a lower end anchored to the seabed. The structural frame has limited heave motion relative to the long member. An extensible tensioner is between the frame and the long member. Mechanical brakes apply braking forces against the long member only when the floating structure heaves up. The brakes are inactive when the floating structure heaves down.

Claims

1. A structure for floating over a seabed and being subject to resonant oscillatory heave in response to wave action, comprising:

at least one long member extending from said seabed, said long member having a bottom end fixed to said seabed and an upper end suspended from said structure;

first means coupled between said long member and said structure for applying a tension force to said long member;

second means for generating frictional coulomb damping forces on said structure when it moves vertically in an upward direction, thereby preventing excessive platform heave near resonance; and

third means for deactivating said second means when said structure heaves down.

2. A floating structure according to claim 1, wherein

said second means include fins between the upper end of said long member and said first means, and brakes adapted to press against said fins for dissipating energy due to the heat generated by said frictional forces between said brakes and said fins.

3. A floating structure according to claim 2, and

fourth means for restricting said fins from lateral displacements.

4. A floating structure according to claim 2, wherein

said brakes are inactive when said floating structure heaves down.

5. A floating structure according to claim 2, wherein

said brakes are linear, hydraulically-activated brakes.

6. A floating structure according to claim 2, wherein

said second means increase said tension force in said long member only when said floating structure heaves up.

7. A floating structure according to claim 6, wherein

said brakes are inactive when said floating structure heaves down.

8. A floating structure according to claim 1, wherein

said floating structure is a drilling and/or production platform including production risers, said long member is a pipe, and said first means has a hydraulic cylinder having a reciprocating piston-rod.

9. A floating structure according to claim 8, and

fins between the upper end of said long member and said hydraulic cylinder;

and

said second means include brakes adapted to press against said fins.

10. A floating structure according to claim 9, wherein

said brakes are inactive when said floating structure heaves down.

11. A floating structure according to claim 9, wherein

said brakes are linear, hydraulically-activated brakes.

12. A floating structure according to claim 11, wherein

said brakes increase said tension force in said long member only when said floating structure heaves up.

13. A structure for floating over a seabed and being subject to resonant oscillatory heave in response to wave action, comprising:

at least one long member extending from said seabed, said long member having a bottom end fixed to said seabed and an upper end suspended from said structure;

first means coupled between said long member and said structure for applying a tension force to said long member; and

second means for generating frictional coulomb damping forces on said structure only when it moves vertically in an upward direction, thereby increasing said tension in said long member and preventing excessive platform heave near resonance.

14. A floating structure according to claim 13, and

third means for deactivating said second means when said structure heaves down.

15. A floating structure according to claim 13, wherein

the lower end of said long member is anchored to said seabed.

16. The floating structure according to claim 14, wherein

the lower end of said long member is anchored to said seabed.

17. The floating structure according to claim 14, wherein

said second means include fins between the upper end of said long member and said first means, and brakes adapted to press against said fins.

18. A structure for floating over a seabed and being subject to resonant oscillatory heave in response to wave action;

at least one long member having a bottom end anchored to said seabed and a top end suspended from said structure;

first means for applying a tension force to said long member;

second means for generating frictional coulomb damping forces when said floating structure heaves up, said frictional forces increasing said tension in said long member;

third means for deactivating said second means when said structure heaves down; and

said third means including motion sensing means for activating said brakes when said floating structure heaves up.