Classifications

• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
  • E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
  • E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
  • E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
  • E02B17/024—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform shock absorbing means for the supporting construction
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0039—Methods for placing the offshore structure
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0039—Methods for placing the offshore structure
  • E02B2017/0043—Placing the offshore structure on a pre-installed foundation structure
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0052—Removal or dismantling of offshore structures from their offshore location
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0056—Platforms with supporting legs
  • E02B2017/006—Platforms with supporting legs with lattice style supporting legs
• • E—FIXED CONSTRUCTIONS
  • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
  • E02B—HYDRAULIC ENGINEERING
  • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
  • E02B2017/0056—Platforms with supporting legs
  • E02B2017/0073—Details of sea bottom engaging footing
  • E02B2017/0082—Spudcans, skirts or extended feet

Definitions

• the present invention relates to a platform and system for conducting offshore hydrocarbon recovery operations. More particularly, the present invention relates to a platform structure and system for allowing the use of a jack-up rig in deeper water.
• Jack-up rigs provide a derrick and associated equipment for drilling, completing or working over a well. This equipment is mounted to a combined hull ⁇ deck which is capable of floating these facilities to site. A plurality of retractable legs are provided which renders the jack-up rig conveniently portable. Once floated into position for conventional operations, the legs are jacked-down until they engage the seafloor. Further jacking transfers the load from the buoyant hull to the legs, then lifts the hull/deck out of the water and above the splash zone to produce a stable, bottom founded offshore platform for conducting well operations.
• a consideration of this design is that to best take advantage of the mobile nature of the facilities provided on the jack-up rig, the rig is removed after drilling is complete and does not remain deployed at the development during the production phase except, possibly, for temporary drilling and workover operations.
• the considerable investment in drilling, completion and workover equipment is best utilized by redeploying the jack-up rig to another location as soon as these operations are complete.
• surface completions for production are not accommodated on the jack-up rig itself.
• a small structure called a "well jacket" can be used with the jack-up rig to provide the benefits of a surface completion with the convenience of a jack-up rig.
• well jackets and jack-up rig combinations are limited to shallow water deployment. Further, practical limitations on the length of the retractable legs more directly restrict the depth in which jack-up rigs can be traditionally deployed.
• Topside facilities provide convenient well access for production operations.
• such structures must dedicate a significant amount of their structural strength to supporting drilling facilities that are only required for a relatively short period of time in the life of the overall operations from the platform in recovering oil and gas from a reservoir.
• the structure must be able to withstand the maximum design environmental conditions, the design hurricane criteria, with these drilling facilities in place.
• recovery operations lead to depletion of the hydrocarbon reservoir and, in time, the platform loses its usefulness at a site.
• the well jacket that forms the tower supporting the deck of the platform may be structural sound and capable of an extended useful life.
• the "Hyjack” platform has been proposed which combines a small surface tower sufficient to support production operations with a substantial jacket base which supports the surface tower and temporarily supports a jack-up rig for drilling operations. Following drilling, the jack-up rig is moved off and the small surface tower supports production operations. This is described in greater detail in U.S. Patent Application 08/129,820, filed September 30, 1993, by Dale M. Gallaher et al for an
• an offshore platform structure for temporarily using a jack-up rig for well operations in deepwater applications comprising: a bottom founded jacket base.
• a surface tower supported by the jacket base and extending above the ocean surface, a platform deck supported by the surface tower, a subsea rig support interface presented at the top of the jacket base and adapted to support the jack-up rig for well operations, and at least one rig support buoyancy tank connected to the rig support interface.
• FIG. 1 is a side elevational view illustrating a deployed offshore platform structure
• FIG. 2 is a top elevational view of a rig mat taken from line 2-2 in FIG. 1;
• FIG. 3 is a cross sectional view of the offshore platform structure of FIG. 1 taken at line 3-3 of FIG. 1;
• FIG. 4 is a top perspective view of a rig mat as deployed in FIG. 1;
• FIG. 5 is a bottom perspective view of the rig mat of FIG. 4;
• FIG. 6 is a side elevational view of an installation of a rig mat
• FIG. 7 is a side elevational view of a jack-up rig being deployed upon an offshore platform structure with a rig mat
• FIG. 8 is a partially cross sectioned view illustrative of one embodiment of a mat locking connection taken along line 8-8 in FIG. 9;
• FIG. 9 is a side elevational view of a jack-up rig deployed upon the offshore platform structure
• FIG. 10 is a side elevational view of a compliant tower embodiment of the present invention deploying a jack-up rig;
• FIGS. 11A-11D are side elevational views of the salvage and redeployment of an offshore platform structure into a different water depth
• FIG. 12A is a top elevational view of an alternative embodiment of a rig support buoyancy tank
• FIG. 12B is a side elevational view of the rig support buoyancy tank of FIG. 12A.
• rig support buoyancy tank 110 in the form of rig mat 110A is provided to compensate for the weight of jack-up rig 34 upon deployment onto bottom founded jacket base 12.
• jack-up rig 34 is shown in its initial approach.
• Offshore platform structure 10 provides a subsea rig support interface 26 at the top of bottom founded jacket base 12 having legs 14 and a framework 16 of braces 18.
• the jacket base is pinned to ocean floor 24 with piles 22 which are secured to the jacket base at a plurality of pile sleeves 20.
• a surface tower 28 is supported by jacket base 12 to present a platform deck 32 above ocean surface 30. Surface tower 28 is positioned to allow unobstructed access to subsea rig support interface 26.
• One convenient manner of providing this access for a three leg jack-up rig 34 is to place the surface tower on one corner of the jack-up rig and to provide legs 14 of a quadrilateral jacket base substantially aligned with the discrete contact points such as spud buckets 38 that generally correspond to the footprint of the jack-up rig.
• Rig mat 110A is illustrated in greater detail in
• Figures 2 and 4 illustrate the top of the rig mat which presents secondary subsea support interface 138 on top of a tank member 112.
• the spud buckets of secondary subsea support interface 138 are positioned to receive feet 36 of jack-up rig 34.
• the bottom of tank member 112 presents jacket base interface 114 (see FIG. 5) which correspond to spud buckets 38 of the subsea rig support interface presented at the top of the jacket base. See FIG. 3.
• Rig mat 110A has a selectively buoyant and ballastable tank member 112 with jacket base interface 114 on the lower surface (see FIG. 5) and secondary subsea rig support interface 39 on the upper surface (see FIG. 4) .
• Internal structural members connect interfaces 114 and 39 in a load bearing relationship. Most conveniently, the load is transferred vertically between discrete aligned contact points. However, if necessary, it may be possible to fabricate a rig mat with structural framework suitable to distribute the load between the jacket base and the jack-up rig in other than direct vertical alignment. Thus, it may be possible to use rig mat 110A as an adapter to allow use of a jack-up rig having a dissimilar footprint from that which was the original design assumption when jacket base 12 was fabricated.
• Dissimilar footprints in jacket base interface 114 and secondary subsea rig support interface 39 is one of the features illustrated in alternative embodiment HOC of the rig mat illustrated in FIGS. 12A and 12B.
• discrete tank members 112 are interconnected by external structural members or framework 111. It may be desirable to compartmentalize in the interior of the tank members. These compartments can be connected with valves that will provide greater control than merely providing an air line in, a valve in the bottom for water to escape when air enters, and a valve on top for air to be released when ballast is allowed to enter through the bottom. Providing extra control through valves and compartments can provide versatility in response to using a mixture of compressible and incompressible fluids to control buoyancy across a range of pressure conditions.
• FIGS. 6-9 illustrate installation of rig mat 110A and deployment of jack-up rig 34.
• rig mat 110A has been partially ballasted, filled with sufficient water to make it less than neutrally buoyant.
• FIG. 8 illustrates one such mat locking connection to secure rig mat 110A to jacket base 12.
• jacket base interface 114 presents a centering pin 37 extending from a rimmed foot 36A.
• the spud bucket is provided in the form of a steel lattice structure 38D which may be coated with a rubber or other elastomeric cushion 38B.
• a spring loaded landing receptacle 38E extends upwardly from the center of the lattice structure.
• springs 144 the cathodic protection for which has been omitted for the sake of clarity.
• Other spring systems such as using elastomeric components or dampener systems may be alternatively used.
• centering pins 37 of jacket base interface 114 are guided into recess 146 in landing receptacle 38E which progressively loads and centers as the spring is deflected and rimmed foot 36A seats upon lattice structure legs 34 of jack-up rig 34.
• Hydraulically driven gripping arms 41 are deployed to engage the edges of foot 36A to secure the rig mat to the jacket base to enhance stability when the rig mat is buoyant and the jack-up rig is in place.
• jack-up rig 34 has been floated on hull 52 into position adjacent surface tower 28 and legs 50 are being lowered toward secondary rig support interface 39 presented on the upper surface of tank member 112.
• Derrick 56 is withdrawn on cantilever deck 58 to enable this close maneuvering.
• An air compressor or other source of high pressure gas is conveniently provided on jack-up rig 34 and connected to rig mat 110A through conduit or air line 118.
• the interior of tank member 112 has ballast chambers into which air or another gas may be pumped for buoyancy and a valve system 116 through which gas may be pumped and displaced seawater released.
• jack-up rig 34 may be removed by essentially reversing the installation steps.
• Rig mat 110A may be ballasted to substantially neutral buoyancy by selectively allowing sea water to enter and the air to escape from tank member 112. Unless useful for controlling dynamic response as discussed below, the rig mat can then be removed with a crane barge.
• FIGS. 10 and 11A-11D illustrate another embodiment of a rig support buoyancy tank 110, here in the form of a plurality of vertically oriented, elongated cylindrical tank members HOB.
• the elongated tank members are mounted to a plurality of levels of framework 16 in jacket base 12 in vertical alignment with discrete contact points in subsea rig interface 38.
• FIG. 10 illustrates also illustrates a compliant tower embodiment.
• dynamic response is a consideration for traditional bottom-founded platforms having fixed or rigid tower structures to deepwater, dynamic response becomes of more central concern for compliant towers.
• Compliant towers are designed to "give" in a controlled manner in response to dynamic environmental loads rather than to nearly rigidly resist those forces.
• a basic requirement in controlling this response is to produce a structure having harmonic frequencies or natural periods that avoid those encountered in nature.
• jacket base 12 has parallel legs 14 to enhance its flexibility. For clarity sake, the middle regions of this long jacket base have been omitted from FIG. 10.
• offshore platform structure 10 with jack-up rig 34 in place, is one condition that must be accommodated. It may, however, be more difficult to design an offshore platform having a suitably wide range to accommodate both having the mass of the jack-up rig present and having it absent. It may also be difficult to find two separate ranges avoiding natural harmonics of the structure to accommodate the offshore platform in both drilling operations with the jack-up rig in place and in production operations with the jack-up rig removed.
• ballastable tank member 110 to take on ballast when the jack-up rig is removed can substantially narrow the range of masses that must be accommodated. This may be conveniently provided by the same ballastable rig support buoyancy tank 110 which alleviated the load of the weight of the jack-up rig. Although a rig mat 110A may be deployed, the continued need for tank members, in both the presence or absence of the jack-up rig, is here accommodated by elongated, cylindrical, vertically oriented tank members HOB. If used to provide buoyancy support to offset the weight of jack-up rig 34 during drilling or other well operations, this buoyant reserve can be replaced with seawater with the removal of the jack-up rig, to substantially replace the mass of the jack-up rig.
• FIGS. 11A-11D illustrate a method for redeploying an offshore platform structure from a first site to a second site which has a different water depth.
• Selectively buoyant and ballastable tank members 110 at the top of jacket base 12 are very useful for this purpose.
• Application S.N. 08/129,829 discloses the use of staged pile sleeves 20 having a first stage 60 which projects above a second stage 62. On the initial deployment, the piles are locked to the pile sleeves in the first stage.
• the first stage sleeve is accessible for cutting, e.g., through ROV operations. See ROV 122 in FIG. HA. Severing the first stage sleeve 60 with the pile to sleeve connection inside and the top of the pile within releases the platform from its pinned connection at sea floor 24. Battered piles may require severing below the pile sleeve as well for releasing the jacket base.
• FIG. HB water is then displaced with air pumped into selectively buoyant and ballastable tank members HOB.
• a suitable air pump may be supplied on crane barge 116.
• air may also be pumped into one or more of legs 14 of jacket base 12 which are generally formed of hollow tubular goods.
• Jacket bases having a quadrilateral cross section may be helped by providing such buoyancy to the corner supporting surface tower 28.
• Other jacket bases may benefit from the additional buoyancy generally, in the jacket legs or through auxiliary provisions.
• the bulk of the buoyancy is provided at the top of jacket base and the jacket base is lifted off the sea floor and toward surface 30 where the vertically floating jacket base has sufficient stability to conduct offshore fabrication operations supported by crane barge 116. All or part of surface tower 28 is removed, see FIG.
• HC and a resized surface tower 28A is installed. See FIG. HD.
• Such operations provide the jacket base with convenient versatility that substantially enhances its reuse by facilitating resizing of the surface tower to correctly accommodate the water depth and cooperate with a cantilever deck mounted derrick on a jack-up rig.
• the reworked jacket base is then towed to a new site and redeployed, ballasting the tank members 110 and legs 16.
• the base is then pinned to ocean floor 24 though piles 22 securely locked within pile sleeves 20 at second stage locking profile 62.

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• Engineering & Computer Science (AREA)
• General Engineering & Computer Science (AREA)
• Mechanical Engineering (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Earth Drilling (AREA)
• Jib Cranes (AREA)
• Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)

Applications Claiming Priority (7)

Publications (1)

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• 1995
  • 1995-12-22 AR AR33477195A patent/AR000525A1/es unknown
  • 1995-12-22 AU AU44356/96A patent/AU683596B2/en not_active Expired - Fee Related
  • 1995-12-22 JP JP8520219A patent/JPH10511753A/ja active Pending
  • 1995-12-22 CN CN 95197507 patent/CN1174584A/zh active Pending
  • 1995-12-22 WO PCT/EP1995/005162 patent/WO1996020313A1/en not_active Application Discontinuation
  • 1995-12-22 EP EP95943228A patent/EP0799352A1/de not_active Ceased
• 1997
  • 1997-06-20 NO NO972871A patent/NO972871L/no unknown
  • 1997-06-23 OA OA70035A patent/OA10432A/en unknown

Non-Patent Citations (1)

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