Articulated multiple buoy marine platform apparatus

Information

  • Patent Grant
  • 6425710
  • Patent Number
    6,425,710
  • Date Filed
    Friday, October 20, 2000
    23 years ago
  • Date Issued
    Tuesday, July 30, 2002
    22 years ago
  • Inventors
  • Examiners
    • Will; Thomas B.
    • Addie; Raymond W
    Agents
    • Garvey, Smith, Nehrbass & Doody, LLC
    • Garvey, Jr.; Charles C.
Abstract
A marine platform provides a plurality of buoys, a platform having a peripheral portion that includes a plurality of attachment positions, one attachment position for each buoy, and an articulating connection that connects each buoy to the platform at a respective attachment position, the connection allowing for sea state induced buoy motions while minimizing effect on the platform.
Description




STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT




Not applicable




REFERENCE TO A “MICROFICHE APPENDIX”




Not applicable




BACKGROUND OF THE INVENTION




1. Field of the Invention




The present invention relates to floating marine platforms. More particularly, the present invention relates to a novel multiple buoy platform that supports a platform with a plurality of buoys and wherein articulating connections form an interface between the platform and the buoys.




2. General Background of the Invention




Many types of marine platforms have been designed, patented and used commercially. Marine platforms typically take the form of either fixed platforms that include a large underwater support structure or “jacket” or a floating platform having a submersible support. Sometimes these platforms are called semi-submersible rigs.




Jack-up barges are another type of platform that can be used in an offshore marine environment for drilling/production. Jack-up barges have a barge with long legs that can be powered up for travel and powered down to elevate the barge above the water.




Other types of platforms for deep water (1500 feet or deeper) have been patented. The September 2000 issue of Offshore Magazine shows many floating offshore platforms for use in deep water drilling and/or production. Some of the following patents relate to offshore platforms, some of which are buoy type offshore platforms, all of which are hereby incorporated herein by reference. Other patents have issued that relate in general to floating structures, and include some patents disclosing structures that would not be suitable for use in oil and gas well drilling and/or production.


















ISSUE







PATENT #




DATE




TITLE











3,540,396




11/17/70




Offshore Well Apparatus and System






4,297,965




11/03/81




Tension leg Structure for Tension Leg








Platform






5,439,060




08/08/95




Tensioned Riser Deepwater Tower






5,558,467




09/24,96




Deep Water offshore Apparatus






5,706,897




01/13/98




Drilling, Production, Test, and Oil








Storage Caisson






5,722,797




03/03/98




Floating Caisson for Offshore








Production and Drilling






5,873,416




02/23/99




Drilling, Production, Test, and Oil








Storage Caisson






5,924,822




07/20/99




Method for Deck Installation on an








Offshore Substructure






6,012,873




01/11/00




Buoyant Leg Platform With Retractable








Gravity Base and Method of Anchoring








and Relocating the Same






6,027,286




02/22/00




Offshore Spar Production System and








Method for Creating a Controlled Tilt








of the Caisson Axis














One of the problems with the spar type construction is that the single spar must be enormous and thus very expensive to manufacture, transport, and install if it is supporting a drilling rig or production platform weighing between 5,000 and 40,000 tons, for example (or even a package of between 500-100,000 tons).




BRIEF SUMMARY OF THE INVENTION




The present invention provides an improved offshore marine platform that can be used for drilling for oil and/or gas or in the production of oil and gas from an offshore environment. Such drilling and/or production facilities typically weigh between 500-100,000 tons, more commonly between 3,000-50,000 tons.




The apparatus of the present invention thus provides a marine platform that is comprised of a plurality of spaced apart buoys, the platform having a periphery that includes a plurality of attachment positions, one attachment position for each buoy.




Each of the buoys will move due to current and/or wind and/or wave action or due to other dynamic marine environmental factors. “Articulating connection” as used herein should be understood to mean any connection or joint that connects a buoy to the superstructure, transmits axial and shear forces, and allows the support buoy(s) to move relative to the superstructure without separation, and wherein the bending moment transferred to the superstructure from one of the so connected buoys or from multiple of the so connected buoys is reduced, minimized or substantially eliminated. “Articulating connection” is a joint movably connecting a buoy to a superstructure wherein axial and tangential forces are substantially transmitted, however, transfer of bending moment is substantially reduced or minimized through the joint allowing relative movement between the buoy and the superstructure.




An articulating connection connects each buoy to the platform at a respective attachment position, the connection allowing for sea state induced buoy motions while minimizing effects on the platform.




The apparatus of the present invention provides a marine platform that further comprises a mooring extending from a plurality of the buoys for holding the platform and buoys to a desired location.




In a preferred embodiment, the present invention provides a marine platform wherein each of the articulating connections includes corresponding concave and convex engaging portions. In another embodiment, a universal type joint is disclosed.




In another embodiment a marine platform has buoys with convex articulating portions and the platform has correspondingly shaped concave articulating portions.




In a preferred embodiment, each buoy can be provided with a concave articulating portion and the platform with a convex articulating portion.




In a preferred embodiment, each buoy has a height and a diameter. In a preferred embodiment, the height is much greater than the diameter for each of the buoys.




In the preferred embodiment, each buoy is preferably between 25 and 100 feet in diameter.




The apparatus of the present invention preferably provides a plurality of buoys, wherein each buoy is between about 100 and 500 feet in height.




The buoys can be of a generally uniform diameter along a majority of the buoy. However, each buoy can have a variable diameter in an alternate embodiment.




In a preferred embodiment, each buoy is generally cylindrically shaped. However, each buoy can be provided with simply an upper end portion that is generally cylindrically shaped.




In a preferred embodiment, there are at least three buoys and at least three attachment positions, preferably four buoys and four attachment positions.




In a preferred embodiment, each articulated connection is preferably hemispherically shaped for the upper end portion of each buoy and there is a correspondingly concavely shaped receptacle on the platform that fits the surface of each hemispherically shaped upper end portion.




In a preferred embodiment, the platform is comprised of a trussed deck. The trussed deck preferably has lower horizontal members, upper horizontal members and a plurality of inclined members spanning between the upper and lower horizontal members, and wherein the attachment positions are next to the lower horizontal member.




In a preferred embodiment, the apparatus supports an oil and gas well drilling and/or production platform weighing between 500 and 100,000 tons, more particularly, weighing between 3,000 tons and 50,000.




The apparatus of the present invention uses articulating connections between the submerged portion of the buoy and the superstructure to minimize or reduce topside, wave induced motions during the structural life of the apparatus.




The apparatus of the present invention thus enables smaller, multiple hull components to be used to support the superstructure than a single column or single buoy floater.




With the present invention, the topside angular motion is reduced and is less than the topside angular motion of a single column floater of comparable weight.




With the present invention, there is substantially no bending moment or minimum bending moment transferred between each buoy and the structure being supported. The present invention thus minimizes or substantially eliminates moment transfer at the articulating connection that is formed between each buoy and the structure being supported. The buoys are thus substantially free to move in any direction relative to the supported structure or load excepting motion that would separate a buoy from the supported structure.




The present invention has particular utility in the supporting of oil and gas well drilling facilities and oil and gas well drilling production facilities. The apparatus of the present invention has particular utility in very deep water, for example, in excess of 1500 feet.




The present invention also has particular utility in tropical environments (for example West Africa and Brazil) wherein the environment produces long period swell action.











BRIEF DESCRIPTION OF THE DRAWINGS




For a further understanding of the nature, objects, and advantages of the present invention, reference should be had to the following detailed description, read in conjunction with the following drawings, wherein like reference numerals denote like elements and wherein:





FIG. 1

is an elevation view of a preferred embodiment of the apparatus of the present invention;





FIG. 2

is a plan view of a preferred embodiment of the apparatus of the present invention;





FIG. 3

is another elevation view of a preferred embodiment of the apparatus of the present invention;





FIG. 4

is a sectional view taken along lines


4





4


of

FIG. 2

;





FIGS. 5-6

are fragmentary perspective views of the preferred embodiment of the apparatus of the present invention illustrating the articulating connection between a buoy and the platform; and





FIGS. 7-8

show alternate mooring arrangements for the apparatus of the present invention;





FIG. 9

is a partial elevation view of an alternate embodiment of the apparatus of the present invention that features buoys of variable diameter;





FIG. 10

is a sectional view taken along lines


10





10


of

FIG. 9

;





FIG. 10A

is a sectional view taken along lines


10





10


of FIG.


9


and showing a buoy lower end portion that is square;





FIG. 11

is a partial elevation view of a third embodiment of the apparatus of the present invention showing an alternate buoy construction;





FIG. 12

is a perspective elevation view of a third embodiment of the apparatus of the present invention showing an alternate buoy construction;





FIGS. 13-14

are elevation views of a fourth embodiment of the apparatus of the present invention showing an alternate articulating connection between each buoy and the platform.

FIG. 14

is rotated 90 degrees from

FIG. 13

around the longitudinal axis of the buoy.











DETAILED DESCRIPTION OF THE INVENTION





FIGS. 1-6

show a preferred embodiment of the apparatus of the present invention designated generally by the numeral


10


in

FIGS. 1-4

. In

FIGS. 1-4

, floating marine platform apparatus


10


is shown in a marine environment or ocean


12


having a water surface


11


. The apparatus


10


includes a plurality of buoys


13


-


16


, preferably four (optionally between three (3) and eight (8)), that support a superstructure defined by the combination of platform


17


and drilling and/or producing facilities


53


. Oil and gas well producing facility as used herein shall include a facility used for oil and gas well drilling or production, or a combination of drilling and production.




Buoys


13


-


16


can be any desired shape, including the alternate buoys shown in the drawings or buoys with configurations like those in the September 2000 issue of Offshore Magazine. Platform


17


can be any desired platform or rig, such as a trussed deck constructed of a plurality of upper horizontal members


18


, a plurality of lower horizontal members


19


, a plurality of vertical members


20


and a plurality of diagonal members


21


to define a trussed deck or platform


17


. As shown in

FIG. 1

, platform


17


can include any desired oil and gas drilling and/or production facility


53


, such facilities (in combination with platform


17


) defining a superstructure weighing between about 500-100,000 tons, between 3,000-50,000 tons). (See FIGS.


3


and


8


).




Each buoy


13


-


16


has an upper end portion


22


that can be conically shaped at


23


(see FIGS.


5


-


6


). An attachment portion


27


provides a convex upper surface


25


that receives a correspondingly shaped concave surface


26


of connecting portion


27


of platform


17


. The concave surface


26


can be generally hemispherically shaped. However, the concave surface


26


is curved to articulate upon the surface


25


. Surface


26


is preferably smaller than a full hemispherical surface, sized to articulate upon surface


25


even wherein there is an angular variation that can be as much as 30 degrees (or more) between the central longitudinal axis


29


of horizontal member


19


of platform


17


and a pure horizontal plane. To address wear, bearing materials may be used in the articulating connections which are conventionally available. A preferred bearing material would be graphite impregnated brass or bronze bushing.




As an example, the following equations can be used in sizing buoys of uniform cylindrical cross-section (however, buoys with other than cylindrical cross sections and/or varying cross sections can be sized by those skilled in the art using appropriate formulas for said configurations):






Heave Period T(heave)=2π(


M/K


)






Where




M=total Heave mass;




K=Heave stiffness;






Heave Stiffness


K





πD




2




G








Where




D=the diameter of the section of the buoy passing through the water plane;




G=the unit weight of water (approximately 65 pounds per cubic foot);




 Heave Mass


M


=(Dry buoy mass)+(entrapped fluid mass)+(permanent solid ballast mass)+(added virtual fluid mass)




The buoys may be constructed of stiffened steel plate, or continuously cast (slip formed) concrete or through other conventional construction techniques. Typically, a number of internal stiffeners are included to provide the required overall structural strength.




The attachment portion


24


at the upper end of each buoy


13


-


16


can be reinforced with a plurality of vertical plates


30


as shown in FIG.


6


. Likewise, the connection portion


27


of platform


17


can be provided with a plurality of internal reinforcing plates


35


. The plates


35


extend between upper curved plate


36


and lower curved plate


37


. A conical plate


38


can be attached to (or can be integral with) upper curved plate


36


as shown in

FIG. 6. A

square harness articulating connection (not shown) going around the primary articulating connection may also be used.




Platform apparatus


10


can be secured to the sea bed


51


using piling or anchors


52


and mooring lines


32


,


41


(

FIGS. 1-4

,


8


). In a preferred embodiment (FIGS.


1


-


4


), one or more mooring lines


32


extend from each buoy


13


-


16


at an upper padeye


31


to the sea bed


51


. The mooring lines in

FIGS. 1

,


2


,


3


and


4


extend between padeyes


31


and anchors


52


at sea bed


51


.




In a preferred embodiment, a plurality of horizontal mooring lines


34


extend between lower padeyes


33


on two buoys


13


,


14


as shown in FIG.


1


. While the lower horizontal mooring lines


34


are shown connecting to buoys


13


,


14


, it should be understood that each pair of buoys (


14


-


15


,


15


-


16


,


16


-


13


) has a horizontal line


34


extending there between in the same configuration shown in FIG.


1


.





FIG. 7

shows a first alternate embodiment of the present invention, utilizing tensioned mooring lines


39


that extend between connection points (eg. padeyes)


40


on each of the buoys


13


-


16


and anchors (such as


52


) embedded in the sea bed


51


. In the embodiment of

FIG. 7

, horizontal mooring lines


34


could optionally be provided between each pair of buoys such as


13


and


14


, or


14


and


15


, or


15


and


16


, or


6


and


13


.





FIG. 8

shows an alternate arrangement wherein caternary mooring lines


41


extend between padeyes


31


and the anchors


52


that are anchored to the sea bed


51


.




The plan view of

FIG. 2

shows various orientations that could be used for either mooring lines


32


or mooring lines


41


. One arrangement provides a plurality of three mooring lines


32


or


41


attached to each buoy


13


-


16


, the mooring lines


32


or


41


being spaced about 120 degrees apart as shown in hard lines. In phantom lines in

FIG. 2

, another geometry for the mooring lines


32


,


41


is shown, wherein there are two mooring lines for each buoy that are about 90 degrees apart.




The platform A constructed of upper and lower sets of horizontal members


18


,


19


; vertical members


20


; and diagonal members


21


.





FIGS. 9

,


10


and


10


A show an alternate construction for each of the buoys. It should be understood that a buoy such as one of those shown in

FIGS. 9

,


10


or


10


A could be used to replace any one or all of the buoys


13


-


16


shown in

FIGS. 1-4

and


5


-


6


.




Buoy


42


can be provided with a variable diameter having a smaller diameter cylindrical middle section


43


, and a larger diameter lower section


44


which can be for example, either cylindrical (See

FIG. 10

) or squared (see FIG.


10


A). The cylindrical lower section


44


is shown in

FIGS. 9 and 10

, and the squared lower section


45


shown in FIG.


10


A.




Another buoy construction is shown in

FIGS. 11 and 12

. It should be understood that the buoy shown in FIG.


11


and


12


could be used to replace any one or all of the plurality of buoys


13


-


16


of

FIGS. 1-6

. In

FIGS. 11 and 12

, the buoy


46


has a cylindrical middle section


47


, a conical upper section


48


, and a trussed lower section


49


. Padeyes


50


on the upper end portion of trussed lower section


49


can be used to support any of the afore described mooring lines such as


32


,


39


, or


41


. In the embodiment of

FIGS. 11 and 12

, each of the buoys


46


can have a similar construction and configuration at the upper end portion to that of a preferred embodiment shown in

FIGS. 1-6

, providing a conical upper section


48


and a attachment portion


24


.




In

FIGS. 13 and 14

, there can be seen an alternate articulating connection between platform


17


and a selected buoy


13


(or


14


-


16


or


42


, or


46


). A gimble or universal joint


62


arrangement is shown in

FIGS. 13 and 14

, providing a first pinned connection at


54


and a second pinned connection at


55


. The first pin


56


can be of a larger diameter, having a central opening


58


through which the second, smaller diameter pin


57


passes as shown. The central longitudinal axes of the pins


54


,


55


preferably intersect arrow


59


in

FIGS. 13-14

shows that a buoy can optionally be made to rotate relative to the gimbal connection shown. Bearing plates


60


,


61


can rotate relative to one another. To minimize frictional force transference and wear, both pins can be mounted in bearings.




Each of the buoys will move due to current and/or wind and/or wave action or due to other dynamic marine environmental factors. “Articulating connection” as used herein should be understood to mean any connection or joint that connects a buoy to the superstructure, transmits axial and shear forces, and allows the support buoy(s) to move relative to the superstructure without separation, and wherein the bending moment transferred to the superstructure from one of the so connected buoys or from multiple of the so connected buoys is reduced, minimized or substantially eliminated.















PARTS LIST












PART NUMBER




DESCRIPTION









10




floating marine platform apparatus






11




water surface






12




ocean






13




buoy






14




buoy






15




buoy






16




buoy






17




platform






18




upper horizontal member






19




lower horizontal member






20




vertical member






21




diagonal member






22




upper end portion






23




conical shape






24




attachment portion






25




convex surface






26




concave surface






27




connecting portion






28




central longitudinal axis






29




axis






30




internal reinforcing plate






31




upper padeye






32




mooring line






33




lower padeye






34




horizontal mooring line






35




internal reinforcing plate






36




upper curved plate






37




lower curved plate






38




conical plate






39




tensioned mooring line






40




padeye






41




caternary mooring line






42




buoy






43




cylindrical middle section






44




cylindrical lower section






45




square lower section






46




buoy






47




cylindrical middle section






48




conical upper section






49




trussed lower section






50




padeye






51




sea bed






52




anchor






53




drilling/production facility






54




first pinned connection






55




second pinned connection






56




pin






57




pin






58




opening






59




arrow






60




bearing plate






61




bearing plate






62




universal joint














The foregoing embodiments, are presented by way of example only; the scope of the present invention is to be limited only by the following claims.



Claims
  • 1. A marine platform, comprising:a) a plurality of individual buoys; b) a platform structure having an oil and gas well, producing facility and a peripheral portion that includes a plurality of connecting positions one connecting position for each bouy; c) a plurality of articulating connections, including a different articulating connection connecting each buoy to the platform at a respective connecting position, each articulating connection allowing for buoy motions induced by sea movement between a buoy and the platform structure while reducing sea movement effect on the platform; and wherein the separate articulating connections enable movement of each one of the buoys relative to the platform structure so that axial and tangential forces between the platform and each buoy is transmitted, while transfer of bending movement is reduced or minimized.
  • 2. The marine platform of claim 1 further comprising a mooring extending from a plurality of the buoys for holding the platform and buoys to a desired location.
  • 3. The marine platform of claim 1 wherein the articulating connections are universal joints.
  • 4. The marine platform of claim 1 wherein each of the articulating connections includes correspondingly concave and convex portions.
  • 5. The marine platform of claim 4 wherein at least one buoy has a convex articulating portion and the platform has at least one concave articulating portion, the at least one convex articulating portion and the at least one concave articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 6. The marine platform of claim 4 wherein at least one buoy has a concave articulating portion and the platform has at least one convex articulating portion, the at least one concave articulating portion and the at least one convex articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 7. The marine platform of claim 1 wherein each buoy has a height and a diameter, the height being greater than the diameter.
  • 8. The marine platform of claim 1 wherein there are at least three buoys and at least three connecting positions.
  • 9. The marine platform of claim 1 wherein there are at least four buoys and at least four connecting positions.
  • 10. The marine platform of claim 1 wherein there are between 3 and 8 connecting positions.
  • 11. The marine platform of claim 1 wherein the platform is comprised of a trussed deck.
  • 12. The marine platform of claim 1 wherein the trussed deck has lower horizontal members, upper horizontal members, and a plurality of inclined members spanning between the upper and lower horizontal members, and wherein the connecting positions are next to the lower horizontal members.
  • 13. The marine platform of claim 1 wherein each buoy is between 100 and 500 feet in height.
  • 14. The marine platform of claim 1 wherein each buoy is between about 25 and 100 feet in diameter.
  • 15. The marine platform of claim 1 wherein each buoy has a generally uniform diameter over a majority of its length.
  • 16. The marine platform of claim 1 wherein each buoy has an upper end portion that is generally cylindrically shaped.
  • 17. The marine platform of claim 1 wherein at least one articulated connection is comprised of a buoy with a hemispherically shaped upper end and a correspondingly shaped concave receptacle on the platform that fits the hemispherically shaped upper end.
  • 18. The marine platform of claim 1 wherein the buoys support a platform that weighs between 500 and 100,000 tons.
  • 19. A marine platform, comprising:a) a plurality of individual buoys; b) a platform superstructure having an oil and gas well producing facility weighing between 500 tons and 100,000 tons and a peripheral portion that includes a plurality of connecting positions, one connecting position for each buoy; c) a plurality of articulating connections, a separate articulating connections connecting each buoy to the platform superstructure at a respective connecting position, the plurality of articulating connections allowing for buoy motions induced by sea movement while reducing sea movement effect on the platform superstructure; and d) wherein each articulating connection is a separate joint movably connecting a buoy to the platform superstructure, and wherein axial and tangential forces are substantially transmitted without transfer of substantial bending movement, allowing relative movement between each buoy and the superstructure.
  • 20. The marine platform of claim 18 further comprising a mooring extending from a plurality of the buoys for holding the platform and buoys to a desired location.
  • 21. The marine platform of claim 19 wherein the articulating connections are universal joints.
  • 22. The marine platform of claim 19 wherein each of the articulating connections includes correspondingly concave and convex engaging portions.
  • 23. The marine platform of claim 19 wherein at least one buoy has a convex articulating portion and the platform has at least one concave articulating portion, the at least one convex articulating portion and the at least one concave articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 24. The marine platform of claim 19 wherein at least one buoy has a concave. articulating portion and the platform has at least one convex articulating portion, the at least one concave articulating portion and the at least one convex articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 25. The marine platform of claim 19 wherein each buoy has a height and a diameter, the height being greater than the diameter.
  • 26. The marine platform of claim 19 wherein there are at least three buoys and at least three connecting positions.
  • 27. The marine platform of claim 19 wherein there are at least four buoys and at least four connecting positions.
  • 28. The marine platform of claim 19 wherein the platform is comprised of a trussed deck.
  • 29. The marine platform of claim 19 wherein the trussed deck has lower horizontal members, upper horizontal members, and a plurality of inclined members spanning between the upper and lower horizontal members, and wherein the connecting positions are next to the lower horizontal members.
  • 30. The marine platform of claim 19 wherein each buoy is between 100 and 500 feet in height.
  • 31. The marine platform of claim 19 wherein each buoy is between about 25 and 100 feet in diameter.
  • 32. The marine platform of claim 19 wherein each buoy has a generally uniform diameter over a majority of its length.
  • 33. The marine platform of claim 19 wherein each buoy has an upper end portion that is generally cylindrically shaped.
  • 34. The marine platform of claim 19 wherein at least one articulated connection is comprised of a buoy with a hemispherically shaped upper end and a correspondinly shaped concave receptacle on the platform that fits the hemispherically shaped upper end.
  • 35. A marine platform, comprising:a) a plurality of individual buoys; b) a platform superstructure having an oil and gas well producing facility and a peripheral portion that includes a plurality of connecting positions, one connecting position for each buoy; c) a plurality of articulating connections, one of the articulating connections connecting a said individual buoy to the platform superstructure at a respective connecting position, each articulating connection allowing for buoy motion induced by sea movement while reducing sea movement effect on the platform superstructure; and d) wherein each articulating connection is a separate joint movably connecting a said buoy to the platform superstructure, and wherein axial and tangential forces are substantially transmitted without transfer of substantial bending moment, allowing relative movement between each buoy and the superstructure.
  • 36. The marine platform of claim 35 further comprising a mooring extending from a plurality of the buoys for holding the platform and buoys to a desired location.
  • 37. The marine platform of claim 35 wherein the articulating connections are universal joints.
  • 38. The marine platform of claim 35 wherein each of the articulating connections includes correspondingly concave and convex engaging portions.
  • 39. The marine platform of claim 38 wherein at least one buoy has a convex articulating portion and the platform has at least one concave articulating portion, the at least one convex articulating portion and the at least one concave articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 40. The marine platform of claim 38 wherein at least one buoy has a concave articulating portion and the platform has at least one convex articulating portion, the at least one concave articulating portion and the at least one convex articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 41. The marine platform of claim 35 wherein each buoy has a height and a diameter, the height being greater than the diameter.
  • 42. The marine platform of claim 35 wherein there are at least three buoys and at least three connecting positions.
  • 43. The marine platform of claim 35 wherein there are at least four buoys and at least four connecting positions. four connecting positions.
  • 44. The marine platform of claim 35 wherein there are between 3 and 8 connecting positions.
  • 45. The marine platform of claim 35 wherein the platform is comprised of a trussed deck.
  • 46. The marine platform of claim 35 wherein the trussed deck has lower horizontal members, upper horizontal members, and a plurality of inclined members spanning between the upper and lower horizontal members, and wherein the connecting positions are next to the lower horizontal members.
  • 47. The marine platform of claim 35 wherein each buoy is between 100 and 500 feet in height.
  • 48. The marine platform of claim 35 wherein each buoy is between about 25 and 100 feet in diameter.
  • 49. The marine platform of claim 35 wherein each buoy has a generally uniform diameter over a majority of its length.
  • 50. The marine platform of claim 35 wherein each buoy has an upper end portion that is generally cylindrically shaped.
  • 51. The marine platform of claim 35 wherein at least one articulated connection is comprised of a buoy with a hemispherically shaped upper end and a correspondingly shaped concave receptacle on the platform that fits the hemispherically shaped upper end.
  • 52. The marine platform of claim 35 wherein the buoys support a platform that weighs between 500 and 100,000 tons.
  • 53. A marine platform, comprising:a) a plurality of individual buoys; b) a platform superstructure that includes an oil and gas well producing facility weighing between 500 tons and 100,000 tons and a peripheral portion that includes a plurality of connecting positions, one connecting position for each buoy; c) a plurality of articulating connections, respective articulating connections connecting the plurality of buoys to the platform at different respective connecting positions, the plurality of articulating connections allowing for buoy motions induced by sea movement while reducing sea movement effect on the platform; and d) wherein each articulating connection is a separate joint movably connecting a said buoy to the platform superstructure, and wherein axial and tangential forces are substantially transmitted without transfer of substantial bending moment, allowing relative movement between each buoy and the superstructure.
  • 54. The marine platform of claim 53 further comprising a mooring extending from a plurality of the buoys for holding the platform and buoys to a desired location.
  • 55. The marine platform of claim 53 wherein the articulating connections are universal joints.
  • 56. The marine platform of claim 53 wherein each of the articulating connections includes correspondingly concave and convex engaging portions.
  • 57. The marine platform of claim 53 wherein at least one buoy has a convex articulating portion and the platform has at least one concave articulating portion, the at least one convex articulating portion and the at least one concave articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 58. The marine platform of claim 53 wherein at least one buoy has a concave articulating portion and the platform has at least one convex articulating portion, the at least one concave articulating portion and the at least one convex articulating portion forming at least one articulating connection of the plurality of articulating connections.
  • 59. The marine platform of claim 53 wherein each buoy has a height and a diameter, the height being greater than the diameter.
  • 60. The marine platform of claim 53 wherein there are at least three buoys and at least three connecting positions.
  • 61. The marine platform of claim 53 wherein there are at least four buoys and at least four connecting positions.
  • 62. The marine platform of claim 53 wherein the platform is comprised of a trussed deck.
  • 63. The marine platform of claim 53 wherein the trussed deck has lower horizontal members, upper horizontal members, and a plurality of inclined members spanning between the upper and lower horizontal members, and wherein the connecting positions are next to the lower horizontal members.
  • 64. The marine platform of claim 53 wherein each buoy is between 100 and 500 feet in height.
  • 65. The marine platform of claim 53 wherein each buoy is between about 25 and 100 feet in diameter.
  • 66. The marine platform of claim 53 wherein each buoy has a generally uniform diameter over a majority of its length.
  • 67. The marine platform of claim 53 wherein each buoy has an upper end portion that is generally cylindrically shaped.
  • 68. The marine platform of claim 53 wherein at least one articulated connection is comprised of a buoy with a hemispherically shaped upper end and a correspondingly shaped cave receptacle on the platform that fits the hemispherically shaped upper end.
CROSS-REFERENCE TO RELATED APPLICATIONS

Priority of U.S. Provisional patent application Ser. No. 60/213,034, filed Jun. 21, 2000, incorporated herein by reference, is hereby claimed.

US Referenced Citations (25)
Number Name Date Kind
3519036 Manning Jul 1970 A
3708985 Pogonowski Jan 1973 A
3736756 Lloyd Jun 1973 A
4026119 Dotti May 1977 A
4106146 Maari Aug 1978 A
4155670 Stafford May 1979 A
4249618 Lamy Feb 1981 A
4436454 Ninet et al. Mar 1984 A
4470723 Michel et al. Sep 1984 A
4674918 Kalpins Jun 1987 A
4702321 Horton Oct 1987 A
4714382 Khachaturian Dec 1987 A
4733991 Myers Mar 1988 A
4913238 Danazcko et al. Apr 1990 A
4930924 Hunt Jun 1990 A
4930938 Rawstron et al. Jun 1990 A
4966495 Goldman Oct 1990 A
5403124 Kocaman et al. Apr 1995 A
5443330 Copple Aug 1995 A
5542783 Pollack Aug 1996 A
5553977 Andersen et al. Sep 1996 A
5846028 Thory Dec 1998 A
5931602 Gulbrandsen et al. Aug 1999 A
6149350 Khachaturian Nov 2000 A
6171028 Van Gelder Jan 2001 B1
Non-Patent Literature Citations (1)
Entry
2000 Worldwide Survey of Deepwater Production Solutions, Offshore Magazine, Sep. 2000.
Provisional Applications (1)
Number Date Country
60/213034 Jun 2000 US