EP0039590A2 - Plate-forme pétrolière et procédé de fabrication, d'installation et de démontage d'une telle plate-forme - Google Patents

Plate-forme pétrolière et procédé de fabrication, d'installation et de démontage d'une telle plate-forme Download PDF

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Publication number
EP0039590A2
EP0039590A2 EP81301924A EP81301924A EP0039590A2 EP 0039590 A2 EP0039590 A2 EP 0039590A2 EP 81301924 A EP81301924 A EP 81301924A EP 81301924 A EP81301924 A EP 81301924A EP 0039590 A2 EP0039590 A2 EP 0039590A2
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EP
European Patent Office
Prior art keywords
module
platform
deck
base
legs
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP81301924A
Other languages
German (de)
English (en)
Other versions
EP0039590A3 (fr
Inventor
Edward Everett Horton
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Global Marine Inc
Original Assignee
Global Marine Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Global Marine Inc filed Critical Global Marine Inc
Publication of EP0039590A2 publication Critical patent/EP0039590A2/fr
Publication of EP0039590A3 publication Critical patent/EP0039590A3/fr
Withdrawn legal-status Critical Current

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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
    • E02B17/0017—Means for protecting offshore constructions
    • 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
    • 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
    • E02B2017/0047—Methods for placing the offshore structure using a barge
    • 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
    • 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
    • E02B2017/0069—Gravity 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
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0073—Details of sea bottom engaging footing
    • E02B2017/0086—Large footings connecting several legs or serving as a reservoir for the storage of oil or gas

Definitions

  • This invention pertains to the drilling of offshore hydrocarbon wells and to the production of hydrocarbons from such wells. More particularly, it pertains to economical structures and systems for drilling and producing hydrocarbons in the offshore environment.
  • Offshore oil drilling and production structures as presently developed and installed at offshore locations are basically either of the submersible jacket type or the jack-up type.
  • Jacket type platforms are characterised by a rigid structure which mounts a drilling platform; the structure is fabricated as a unit in a fabricating yard and is towed buoyantly in a buoyant condition or on a barge to the desired offshore location where the structure is up-ended and sunk into position to rest on the ocean floor.
  • Jack-up structures have a buoyant platform component equipped with a complete drilling rig facility to which are mounted several jackable legs or piles.
  • the structure is towed, with the legs retracted, to the desired offshore location where the legs are extended to engage the ocean bottom. Continued jacking causes the platform to be raised above the water surface.
  • Both submersible and jack-up structures must be towed as a unit from the place of fabrication to the offshore site to minimize the weight and transient difficulties with these types of unitary structures. It is frequently necessary that the construction of drilling rig facilities on both types must be completed at sea, necessitating use of heavy duty crane barges. Because submersible and jack-up structures must be moved as a unit, subsequent workover of a submerged well from such structures is complicated. Such structures are usually extremely large and precise placement of such structures is accomplished only with great difficulty.
  • the present invention involves an offshore platform structure composed of two separate components; a buoyant base structure and a platform or deck structure.
  • Each of the components of the platform may be separately manufactured in facilities having differing capabilities.
  • the base module is adapted to rest on the bottom of the body of water and extend upwardly therefrom to a level adjacent to and preferably above the surface of the water body.
  • the base module includes a water buoyancy chamber which adapts the base to be transported to a desired location in a buoyant condition and to be flooded at the location to a condition of negative buoyancy so as to sink and ultimately rest on the bottom.
  • the base includes at least three columns extending from the buoyancy chamber upwardly to adjacent to, and preferably above, the water surface.
  • An independent deck structure which is conveniently constructed in a fabricating yard, is adapted to separately be transported by barge and positioned in engagement with the upper ends of the base legs.
  • the deck structure includes jacking means for lifting the deck a desired distance above the water surface after engagement thereof with the base legs.
  • the platform Once the platform is installed and the base buoyancy chamber or chambers have served their purpose for transport or erection as described, they may be then used alternatively for oil storage.
  • FIG. 1 illustrates one embodiment of the invention in an assembled condition.
  • the platform is resting on the ocean bottom 10 and includes a base module 11 and a deck module 12, the latter being supported by the base module above the water level 13.
  • the deck module 12 is fabricated as a non-buoyant structure and supports conventional drilling equipment 14, crane 15, housing 16, and other facilities conventional to this type of operation. If desired, the deck module can be buoyant.
  • the deck module includes jackable legs 18 which are designed to engage with support columns forming part of the base module and by use of conventional jacking means lift the deck 12 a predetermined distance above the water surface 13.
  • the base module 11 includes a lower buoyant chamber 20 of box girder construction forming the entire periphery of the base.
  • another buoyant section 21 is supported above the buoyant section 20 by support beams 22 provided in acceptable quantity and specifications to comply with good engineering practice.
  • the support beams 22 are designed and fabricated to provide a hydrodynamically stabilizing water plane during ballasting and launching.
  • the second buoyant chamber 21 included within this illustrative embodiment has the advantage of forming a further water plane at this level which, as will be later shown, facilitates the further fabrication of the base.
  • Completing the base module are four vertical columns 24, 25, 26, and 27 extending upwardly from the buoyant chamber 21 to extend through the water surface 13 and, in the manner described above, to support the independent deck module 12. Although a base module having four columns is preferred and illustrated, configurations with three or five or more columns are contemplated.
  • the base module 11 may rest on the ocean bottom as shown and may be fastened thereto by anchor piles drilled or driven into and through the plurality of pile guides 30 spaced around the periphery of the lower buoyant chamber 20.
  • the base structure may also be designed to rest at a level attitude on an uneven bottom by an addition of pads (not shown) affixed below the box girders at selected points of contact; specifically, these are those points which transmit the column loads to the sea floor and may be selected in such a way that the natural period of the structure can be optimized for earthquakes.
  • FIGS. 2 through 9 The sequence of fabrication of the platform structure of FIG. 1 and its erection at an offshore site is shown in FIGS. 2 through 9.
  • the portion of the base structure not including the vertically extending columns is shown in FIG. 2 as being constructed in a normal shipyard facility illustrated schematically by a walking bridge or gantry crane 40.
  • the box beam buoyant chambers 20 and 21 are fabricated and interconnected with the beams22.
  • the partially completed base module is launched in normal fashion as shown in FIG. 3 with buoyancy-being provided entirely by the lower buoyancy chamber 20.
  • the buoyancy is then adjusted to submerge the partially completed module to float with the water plane or second buoyant chamber 21 at the water level 13.
  • the columns 24, 25, 26, and 27 may be affixed to the partially completed base module by a crane barge 42.
  • the now completed base module may be towed in a buoyant condition again with the upper buoyant chamber 22 forming a water plane 21 to the offshore location.
  • the buoyant chamber of the base modules is flooded to produce a controlled negative buoyancy sinking the base to rest on the ocean bottom 10 at which point anchoring piles may be driven through the pile guides 30 with conventional underwater pile-driving equipment.
  • FIG. 7 shows schematically the fabrication of the deck module 12 in a fabrication yard which may be more suitably adapted to such fabrication than the normal shipyard and in which the deck is totally outfitted with the drilling tower 19 as shown and any other equipment that may be required.
  • the deck module is loaded on a barge 44 and, as shown in FIG. 8, is transported in this fashion to the location of the base module 12 previously set as described.
  • the barge is adapted to locate the deck module 12 over the base module so as to engage the jackable legs 18 of the deck with the base columns 24, 25, 26, and 27. To accomplish this, the legs of the deck are jacked down to engage the base columns. This engagement is purposely designed as a "sloppy" fit to allow some motion between the deck legs and base columns.
  • the transporting barge is then ballasted down and the weight of the deck is transferred to the base. Conventional jacking mechanisms (not shown) are then adjusted to jack the deck upwardly a desired distance above the water surface. The jacking means may also be employed to free the deck from the barge.
  • FIG. 10 A second embodiment of the invention particularly adapted to shallower water and to installation at pre-existing drill sites for workover or production is illustrated in FIG. 10.
  • the embodiment of FIG. 10 also includes a base module 50 and a deck module 52.
  • the deck module 52 has legs 53 engaged with and supported by base columns 54, 55, 56, and 57 which, as in the prior embodiment, extend upwardly through the water surface when the base is resting on the ocean bottom.
  • the base comprises a single pad type buoyant chamber 58 which serves as a large surface upon which the structure may rest on the ocean bottom and which.supports, as illustrated, the base columns 54, 55, 56, and 57.
  • the buoyant pad 58 has an indent section 60 which is adapted by careful placement of the platform to circumscribe a pre-existing wellhead installation (not shown).
  • a drilling or production rig 61 may be mounted on the deck 52 so as to overlie a wellhead installation lying within the indent section 60.
  • FIGS. lla through llg illustrate schematically the construction and erection of the platform embodiment shown in FIG. 10.
  • the base member 50 is shown being erected on land. After erection, it is launched and, as shown in FIG. llb, is towed in a buoyant condition to the location shown in FIG. llc. At this point, the buoyancy chamber 58 is flooded and the base module then rests on the bottom 62 of the ocean with the columns 54, 55, and columns 56 and 57 (not shown) projecting above the water surface 63.
  • FIG. lld shows the deck module 52 also being constructed on land.
  • the deck would normally be outfitted while still in the fabrication yard with drilling rig, heliport, cranes, and other normal equipment for drilling and production platforms.
  • Deck 52 is carried from the point of fabrication as shown in FIG. lle on a barge 64 and is brought in this fashion into engagement with the present base module 50.
  • the barge 64 is ballasted downwardly to permit deck legs 53 to engage legs 54, 55, 56, and 57 of the base module or the deck legs may be jacked down to engage the base legs.
  • the barge is then removed and the deck 52 is jacked-up by conventional means to the position shown in FIG. llg.
  • this embodiment of the modular platform is particularly adapted to location over or adjacent existing well site because of the structure of the bottom buoyant pad and, to this end, it is important to be able to locate the platform with considerable accuracy.
  • a modification of the base module for this purpose is shown in perspective in FIG. 12.
  • a buoyant pad member 70 is, as in the prior embodiment, provided with columns 71, 72, 73, 74 extending from the buoyancy tank 70 through the water surface 76.
  • the pad rests on the ocean bottom 77 and is provided with guides 78 for piles to be drilled or driven in to stabilize the base structure.
  • the pad 70 also has an inset or recess section 80 which is adapted to engage around an existing wellhead installation.
  • a deck to be superimposed on the base module would have an appropriate drill or production rig mounted so as to overlay the recess portion 80.
  • winches 82 83, 84, and 85 are mounted on top of each of the columns 71, 72, 73 and 74, respectively, and mooring lines 86 are fair-leaded through sheaves 87 to preset anchors (not shown) so that position control is quite precise as the base nears the sea floor.
  • the base, and independent deck platform concept herein described is developed to minimize on-site installations and hookup costs.
  • the concept is simple; the base structure is towed to the site in an upright position and set on the sea floor using its own ballasting system.
  • the completely outfitted deck, which is an independent structure, is brought to the site on the deck of a barge and positioned over the base. The barge is then ballasted down and the deck is transferred to the base columns. The deck is then raised to the design elevation by means of conventional and removable jacks. Once in place, the deck is normally permanently affixed to the base legs.
  • FIGS. 13-15 illustrate an "anti-scour skirt" 98 for preventing erosion of the ocean bottom due to water action beneath a base module 90. It is important to prevent such erosion so that the base, and thus the entire offshore platform structure, will remain stable once it has been set in position at the desired offshore location.
  • the "anti-scour skirt" is fixed to the sides of the base module before it is sunk into place on the ocean floor.
  • the base module 90 is shown in place on the ocean bottom 92.
  • the base module of this embodiment comprises a buoyancy chamber 94 and four support columns 96 connected to the buoyancy chamber and extending vertically upwardly therefrom. Only two of the support columns are shown. Further, the base module 90 has the anti-scour skirt 98 connected to its sides.
  • the base module 90 is generally rectangular in horizontal cross-section with each of its sides having a configuration similar to the side shown in FIG. 13.
  • Anti-scour skirts can also be provided on base modules having different configurations than the base module shown in FIG. 13. This can be accomplished by designing the anti-scour skirt to accommodate the design of the particular base module on which it is to be attached.
  • Anti-scour skirt 98 comprises a plurality of horizontally spaced, adjacent, upwardly and downwardly open receptacles 100 and includes a skirt element 102 mounted in each such receptacle.
  • the receptacles are shown in FIG. 14 without the skirt elements installed and additionally two empty receptacles are shown in FIG. 15 to clearly illustrate the configuration of the receptacles.
  • the skirt elements 102 extend below the bottom of the base module and into the sea floor when the base module is in position at the offshore location. (The sea floor is cut away in the figure so that the bottoms of the skirt elements can be seen).
  • the anti-scour skirt inhibits water from flowing under the base module and consequently inhibits erosion of the sea bottom under the module. Additionally, the skirt inhibits horizontal motion of the installed offshore platform. Thus, by providing such an anti-scour skirt, the stability of the offshore platform is enhanced.
  • the receptacles 100 are provided by connecting a steel plate 104 to each side of the buoyancy chamber 94.
  • a plurality of steel braces 106 are initially welded to the back of the steel plate in horizontally spaced apart relation to each other.
  • the height of the braces can, as shown, be the same as the height of the steel plate or can be shorter if desired.
  • the other end of each brace is welded to the bulkhead of the buoyancy chamber for connecting the plate to the base module.
  • a steel plate 104 extends along the length of each side of the base.module at its base, but preferably does not extend below the bottom of the base. The plate and braces, therefore, do not interfere with floatation of the base module at its construction site.
  • Each horizontally spaced receptacle 100 is defined at its back by the buoyancy chamber bulkhead, at its front by the back wall of the-steel plate, and at its sides by adjacent steel braces 106.
  • the spacing of the braces and the distance from the buoyancy chamber bulkhead to the plate can be as desired to provide a skirt receptacle capable of accommodating skirt elements having a preferred thickness and width. Regardless of the dimensions of the receptacles, they can accommodate skirt elements having any desired length.
  • the skirt elements 102 are preferably pre-cast concrete members which are individually mounted in each receptacle.
  • the top of each skirt element is preferably provided with a lip 108 which extends over, and is supported by, the top edge of the steel plate 104.
  • One or more steel retainers 110 are provided to hold the skirt element from vertical upward movement in the receptacle.
  • the retainers are of sufficient strength to maintain the skirt in the receptacle when the base module bottoms on the sea floor.
  • the retainer is a brace having two legs, one of which is welded to the buoyancy chamber wall, with the other leg extending horizontally across the top of the skirt element.
  • the open receptacles are constructed on the base module 90 before the base module is floated from its place of construction. This enhances the ease and hence the economics of construction of the receptacles.
  • each such skirt element extends a desired distance below the bottom of the base module, the skirt elements can interfere with the floatation of the base module if they are installed prior to floatation. Preferably, there-fore, the skirt elements are not installed until after the base module is floated. This is particularly important when the base module is constructed and launched from a shipyard way.
  • Skirt elements can be provided in different lengths to extend any desired distance below the bottom of the base module when they are in place in the receptacle.
  • the desired length of the skirt elements is determined by the type of sea bottom and by the nature of the sea floor currents at the location at which the base module is to be used. For instance, longer skirt elements may be desired where the bottom is loosely packed mud or the like and shorter skirt elements may be desired where the bottom is more solid.
  • a plurality of identical base modules each having the same scour skirt receptacle configuration, can be floated before the skirt elements are installed therein. Then, after the base modules are floated, they can be independently outfitted with skirt elements specifically designed for use at any desired offshore location. This enhances the economics of construction of the base modules.
  • a base module can be refloated from its original sea bed location after it has served its purpose so that it can be used again at another location.
  • the originally installed skirt elements can be removed and new skirt elements specifically designed for use at the next location can be readily installed.
  • FIG. 16 illustrates details of the construction of the upper end 112 of a preferred embodiment of a support column 114 and the lower end 116 of a preferred embodiment of a deck module leg 118 which facilitates engagement of a deck module to a base module. Only one such support column and deck module leg is shown and described below since the lower end of each such leg is preferably identical to the lower end of each other leg and the upper ends of the support columns are also preferably identical to each other.
  • a "pin and socket” arrangement is used for mating and fixing the deck module to the base module.
  • the deck module legs are the “pins” and the lower end 116 of each such deck leg or pin is inserted into a “socket” or recess at the top of a respective support column.
  • the support column 114 has an upwardly open, vertically elongate recess 120 in its top.
  • the recess 120 is aligned parallel to the axis of the column and preferably is coaxial with the column.
  • the lower end 116 of the deck module leg 118 is configured so that it can be readily inserted into the recess.
  • both the recess in the base column and the lower end of the deck leg are cylindrical with the outside diameter of the lower end of the leg being smaller than the inside diameter of the recess.
  • the leg tapers to a larger diameter.
  • the length of the lower end of the leg is such that before it bottoms in the recess, the taper 122 at its top engages the inside of the recess and centers the leg lower end in the recess; compare FIG. 20.
  • a layer of sand (not shown) or other suitable energy-absorbing material can be placed into the bottom of such a recess 120 to distribute the impact loads evenly when the leg grounds in the recess; in this instance, when the leg grounds on the sand layer in the recess.
  • sand layers having any desired thickness can be provided, it is thought that a sand layer two to four feet thick is sufficient to protect the column from damage when the weight of the deck module is being transferred from the barge to the base module.
  • the height of the sand layer is considered when designing the length of the lower portion 116 of the leg.
  • the lower portion of the leg 116 has a length for providing that the taper 122 at its top engages the inside of the recess before the bottom of the leg grounds on the sand layer. This ensures that the leg is centered in the recess upon engagement.
  • the base column 114, the recess 120, and the deck module leg 118 are preferably constructed of steel.
  • the recess 120 of this embodiment comprises a circular steel plate 124 which is welded around the inner periphery of the base column across the opening of the column.
  • the steel pipe forms the sides of the upwardly open recess.
  • the recess bottom plate 124 and the pipe which forms its sides are of suitable strength to withstand design impact loads of a deck module leg as it bottoms in the recess.
  • a layer of sand or other energy-absorbing material can be positioned at the bottom of the recess to distribute the impact loads.
  • FIGS. 17-21 illustrate details of a preferred method of transporting a deck module and of engaging the deck module on a base module already in place on the sea floor.
  • a deck module 130 is shown being transported on a vessel 132, such as a barge, to a desired offshore location for engagement with and erection on a base module 134.
  • the base module 134 is in place on the sea floor 136.
  • the deck module 130 comprises a generally horizontally extending platform 136 which is of rectangular planform configuration.
  • a plurality of horizontally spaced apart, vertically disposed legs 138 are mounted to the platform 136 for movement vertically relative to the platform.
  • the number of deck module legs provided is equal to the number of base module support columns carried by the base module on which the deck module is to be mounted.
  • the base module 134 carries four support columns 140 and, therefore, the deck module 130 has four legs 138.
  • the deck legs 138 are near the corners of the deck module and the support columns 140 are near the corners of the base module. In FIGS. 17 and 19, only two of the legs and support columns can be seen.
  • the deck module 130 has a center of gravity 154 located about equidistant from first and second legs 138a and 138b, respectively.
  • the distance from the center of gravity to the legs 138a and 138b is less than the distance from the center of gravity to the remaining legs 138c and 138d:
  • each leg 138 and the upper end of each base module support column 140 preferably have the same configuration as the leg and support column illustrated in FIG. 16.
  • the legs 138 are arranged at their lower ends 142 for supportive registry within a cylindrical recess 144 of a corresponding base module support column when the deck module is in position above the base module.
  • Jacks 146 are provided on the deck module platform.
  • the jacks are operable for driving the platform along the legs 138 so that the platform can be elevated above the water surface on the legs following supportive registry of the legs with the base module 134.
  • the jacks are operable for positively driving the legs both upwardly and downwardly relative to the deck module platform. It is particularly important that the legs can be positively driven upwardly relative to the platform.for disengagement of the deck module from the base module after the offshore platform is no longer needed at the offshore location. A preferred method of disengaging the deck module from the base module is described in greater detail below.
  • the deck module platform 136 is supported on the vessel 132 by quick-retracting supports 246 which are mounted on the vessel deck and are engageable with the platform.
  • the supports are operable for quickly removing support of the deck module by the vessel for transferring the load of the deck module from the vessel to the base module when the deck module legs are in the support column recesses.
  • the quick-retracting supports comprise movable walls 148 which are movable into and out of cooperative relation with each other.
  • the vessel 132 is shown in FIG. 18 without the deck module mounted on it so that the quick-retracting supports of this embodiment can be more clearly seen.
  • the movable walls 148 When the movable walls 148 are in cooperative relation with each other, they define an enclosure open at its top. If desired, end walls can also be provided so that the enclosure is closed on all four sides. Further, although only two quick-retracting supports 146 are shown, one support or more than two supports can be used if desired. In this embodiment, the walls 148 are boards, but metal plates or walls of other suitable materials can also be used.
  • the supports 246 each additionally comprise a quantity of sand 150 in each respective enclosure.
  • the top of the sand extends above the enclosure and is in supportive engagement with the deck module platform 136 for supporting the deck module on the vessel.
  • Each such support mechanism 246 also comprises quick-acting hydraulic cylinders 152 that are operable for holding the sides of the enclosures, i.e., the boards, in cooperative engagement. The cylinders also afford quick movement of the boards out of cooperative engagement at a desired time.
  • means other than hydraulic cylinders can be provided for holding the walls 148 in cooperative relation with each other and for allowing quick movement of the walls out of such engagement.
  • the walls can be held in position by one or more cables extending between facing-walls.
  • the cables can be provided with explosive devices which, when detonated, sever the cables, thereby allowing the boards or walls to fall away quickly out of cooperative relation to each other.
  • the piles of sand 150 can be contained in an enclosure defined by fall-away walls hinged to the vessel deck around a hopper which can be opened at the same time as the walls are released to fall to horizontal positions, these very quickly removing support of the deck module by the vessel and provide the desired clearance between the deck module platform and the vessel.
  • cables and the like can be secured from the vessel to the deck module to hold it in place while the deck module is being transported to the offshore location.
  • the deck module 130 is shown in position directly above'the base module 134 prior to its engagement with the base module.
  • the tops of the support columns 140 extend slightly above the water surface 154.
  • a layer of sand 156 is in each such recess 144 at its bottom.
  • an anti-scour skirt is around the periphery of the base module 134 at its bottom.
  • the maximum acceptable dynamic load which can be applied by a leg 138 to a support column 140 in the course of disposing the leg in registry with the recess 144 is ascertained.
  • the velocity of the leg productive of such maximum dynamic load is then determined.
  • accelerometers or the like located on the vessel the vertical velocity of the legs 138 due to wave action at the offshore location is then measured.
  • the deck module is engaged to the base module.
  • the lower ends of the first and second legs 138a and 138b which are nearest the center of gravity 154 of the platform, are jacked down into the recesses 144 first.
  • the first and second legs can be jacked down separately or together, as desired. Since the first and second legs are nearer the center of gravity of the platform than are the other two legs, stability of the platform is maintained when the legs 138a and 138b are engaged in the recesses.
  • the other two legs are jacked downwardly either one at a time or together into supportive registry in the recesses of the remaining two support columns.
  • one of the legs 138 is shown in supportive registry with a corresponding recess 144 of the support column 140.
  • the lower end 142 of such a leg 138 and the recess 144 are arranged so that when the leg is in the recess, an annular space 160 is between the leg lower end and the wall of the recess.
  • the vessel support mechanisms 246 are operated to quickly remove support of the deck module by the vessel.
  • support of the deck module is transferred from the vessel to the base module.
  • the support mechanisms are operated by releasing hydraulic pressure from the hydraulic cylinders 152 which hold the boards 148 vertically in place.
  • the boards quickly fall away from their vertical position to a near horizontal position level with the deck. This removes lateral support of the sand so that the sand pile quickly falls away from supportive registry with the platform.
  • a clearance provided between the vessel deck and the platform. If desired, at the same time that the support mechanisms are operated, the vessel can be ballasted down. This provides an additional clearance.
  • the clearance provided upon operation of support mechanisms between the deck module platform and the vessel deck is at least equal to that distance equal to the decrease in draft of the vessel upon removal of the load of the deck module from the vessel plus an additional distance related to vertical motion of the vessel in response to action on the vessel by waves having a height, period, and direction not in excess of a predetermined height, period; and direction.
  • a sufficient clearance is required so that the vessel is not slammed up against the underside of the platform after the weight of the platform is transferred from the vessel to the deck module.
  • the sand 150 of the support mechanism 246 provides a buffer so that if the barge is moved upwardly against the platform, the sand will prevent metal to metal contact between the vessel deck and the platform.
  • the barge is moved out from beneath the platform.
  • the platform is then jacked to a desired location above the water surface. As described above, once the platform is at a desired elevation above the water surface, the platform can be welded to the base legs and the jacks can be removed.
  • the annulus 160 between each leg lower end and the recess wall is filled with a cementitious material such as grout to bond each leg to its respective support column.
  • the annulus 160 can be filled with grout either before or after the platform is jacked to its desired elevation above the sea surface.
  • a grout inlet pipe 162 is provided through the wall of the recess extending into annular space 160. Additionally, a return pipe 164 is provided at about the top of the recess for return of grout and for venting the recess.
  • this invention for safe removal of the deck module 130 from the base module 134 after the overall structure has served its function at a particular location.
  • a deck leg 138 is shown with its lower end 142 in supportive registry with the recess 144 of the base column 140.
  • Grout 170 is in the annulus 160 bonding the lower end of the deck leg to the base column.
  • the deck module is removed from the base module by lowering the platform 136 along its legs 138 so that landing pads 136a on the bottom of the platform are in contact with the'upper ends of the base module support columns.
  • Conventional jacking mechanisms 146 used for jacking platform 136 upwardly along legs 138 are essentially uni-directionally operable mechanisms in that they are designed for lifting a load upwardly along legs 138; they can be used to lower the platform along legs 138 with the assistance of gravity, but they cannot be used to apply substantial upward force on the legs relative to the platform. Therefore, an auxiliary jacking mechanism 175 is provided in association with each conventional jacking mechanism 146 for forcefully jacking legs 138 upwardly relative to platform 136.
  • Auxiliary jacks 175 are operated, after the platform engages columns 140 via pads 136a, to urge the legs upwardly relative to the platform sufficiently to break the bond provided by the grout 170 between each leg and its respective base module support column. This procedure e.nsures that the'legs are free to be raised from the recesses.
  • the deck module platform 136 is then raised on its legs 138, by use of jacking mechanisms 146, to a selected height above the water surface and a vessel suited for receiving and supporting the deck module via the platform is then moved into position underneath the deck module.
  • the platform is then lowered on its legs into supportive registry of the deck module by the vessel.
  • the legs are then raised relative to the deck module platform, as by use of auxiliary jacking mechanisms 175, thereby raising the leg lower ends 142 out of registry with the recesses 144 at the top of the base module support columns.
  • the vessel carrying the disengaged deck module can then be removed from the vicinity of the base module.
  • This concept allows both the base and the deck to be constructed at the same time and in different locations.
  • the deck equipment can be installed and checked out on shore, thereby eliminating hookup costs.
  • Platforms of this type can be designed to meet a wide range of conditions, from the calm waters of Indonesia to the rough waters of the North Sea. The concept offers great potential savings in those instances where time is at a premium and on-site installation costs are otherwise unduly high.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Earth Drilling (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
EP81301924A 1980-05-02 1981-05-01 Plate-forme pétrolière et procédé de fabrication, d'installation et de démontage d'une telle plate-forme Withdrawn EP0039590A3 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US14636180A 1980-05-02 1980-05-02
US146361 1980-05-02
WOPCT/US81/00530 1981-04-23

Publications (2)

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EP0039590A2 true EP0039590A2 (fr) 1981-11-11
EP0039590A3 EP0039590A3 (fr) 1982-04-21

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EP81301924A Withdrawn EP0039590A3 (fr) 1980-05-02 1981-05-01 Plate-forme pétrolière et procédé de fabrication, d'installation et de démontage d'une telle plate-forme

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Country Link
EP (1) EP0039590A3 (fr)
JP (1) JPS57500521A (fr)
AU (1) AU7220481A (fr)
BR (1) BR8108594A (fr)
NO (1) NO814489L (fr)
OA (1) OA06984A (fr)
WO (1) WO1981003191A1 (fr)

Cited By (14)

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Publication number Priority date Publication date Assignee Title
EP0084587A2 (fr) * 1982-01-27 1983-08-03 Deutsche Babcock Anlagen Aktiengesellschaft Procédé pour exploiter des gisements marins d'huile et/ou de gaz
GB2172635A (en) * 1985-03-01 1986-09-24 Norske Stats Oljeselskap Offshore drilling system
FR2583799A1 (fr) * 1985-06-19 1986-12-26 Saipem Spa Procede pour installer la superstructure monobloc d'une plate-forme marine sur les piles d'une structure inferieure reposant sur le fond de la mer.
EP0234874A2 (fr) * 1986-02-24 1987-09-02 British Gas plc Plateformes offshores
GB2202494A (en) * 1987-02-13 1988-09-28 John R Sutton Deep water support assembly for a jack-up platform structure
GB2292167A (en) * 1994-08-13 1996-02-14 Brookmex Ltd Self-installing shallow water platform for hydrocarbon production
WO2003095748A1 (fr) * 2002-05-14 2003-11-20 Fred Olsen Renewables Limited Base de haute mer constituee de plaques d'acier
CN102454163A (zh) * 2010-10-29 2012-05-16 中国海洋石油总公司 超大型海洋石油平台上部组块循环同步液压提升工艺
US20120201609A1 (en) * 2011-02-09 2012-08-09 Ausenco Canada Inc. Gravity base structure
EP2623674A1 (fr) * 2012-02-03 2013-08-07 Nordic Yards Holding GmbH Infrastructure pour une plateforme offshore et procédé d'installation d'une telle infrastructure
WO2014053655A1 (fr) * 2012-10-04 2014-04-10 A.P. Møller - Mærsk A/S Structure protectrice pour plate-forme au large
CN109211451A (zh) * 2018-09-11 2019-01-15 水利部交通运输部国家能源局南京水利科学研究院 一种水力驱动式升船机系统摩擦力测量方法
US20190257051A1 (en) * 2018-02-21 2019-08-22 Siemens Aktiengesellschaft Connection structure for a marine installation, marine installation, and method of erecting a marine installation
EP4321688A1 (fr) * 2022-08-11 2024-02-14 Iv-Groep B.V. Procédé de construction d'une plateforme de production de pétrole, de gaz ou d'éoliennes en mer et dispositif de levage

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US4607982A (en) * 1985-01-31 1986-08-26 Shell Oil Company Method and apparatus for installation of an offshore platform
MX2012012612A (es) 2010-06-21 2013-05-28 John Greeves Metodo y aparato para elevar una plataforma marina.
WO2019195909A2 (fr) 2018-04-08 2019-10-17 Horton Do Brasil Tecnologia Offshore Ltda. Structure offshore en acier avec jupes anti-affouillement et de fondation intégrées
CN109469089A (zh) * 2018-12-03 2019-03-15 中交三航（上海）新能源工程有限公司 一种自带稳桩套管的内插式海上风电导管架基础及施工方法

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FR2362245A1 (fr) * 1976-08-17 1978-03-17 Metalliques Entrepr Cie Fse Perfectionnements apportes aux plates-formes off-shore
DE2736937A1 (de) * 1977-08-16 1979-02-22 Howaldtswerke Deutsche Werft Verfahren zum bau von offshore-bauwerken

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World Oil, Vol. 185, No. 5, October 1977 Houston (US) "Platform Designs Stress Early Production Development" pages 106-A to 106-E * page 106-C, column 1, lines 29 to 34; page 106-C, column 2, lines 1 to 13; figures 3,4 * *

Cited By (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0084587A3 (en) * 1982-01-27 1985-01-23 Deutsche Babcock Anlagen Aktiengesellschaft Method to exploit marine oil and/or gas deposits
EP0084587A2 (fr) * 1982-01-27 1983-08-03 Deutsche Babcock Anlagen Aktiengesellschaft Procédé pour exploiter des gisements marins d'huile et/ou de gaz
US4746245A (en) * 1985-03-01 1988-05-24 Den Norske Stats Oljeselskap A.S. Offshore drilling and/or production system
GB2172635A (en) * 1985-03-01 1986-09-24 Norske Stats Oljeselskap Offshore drilling system
GB2172635B (en) * 1985-03-01 1989-10-25 Norske Stats Oljeselskap Offshore drilling system
FR2583799A1 (fr) * 1985-06-19 1986-12-26 Saipem Spa Procede pour installer la superstructure monobloc d'une plate-forme marine sur les piles d'une structure inferieure reposant sur le fond de la mer.
US4729695A (en) * 1985-06-19 1988-03-08 Saipem, S.P.A. Process for the installation of the enbloc superstructure of an offshore platform, and equipment for carrying it practically
EP0234874A3 (fr) * 1986-02-24 1987-11-04 British Gas plc Plateformes offshores
EP0234874A2 (fr) * 1986-02-24 1987-09-02 British Gas plc Plateformes offshores
US4969776A (en) * 1986-02-24 1990-11-13 British Gas Plc Offshore platforms
EP0518709A1 (fr) * 1986-02-24 1992-12-16 British Gas plc Procédé pour l'installation d'une structure marine
GB2202494A (en) * 1987-02-13 1988-09-28 John R Sutton Deep water support assembly for a jack-up platform structure
GB2202494B (en) * 1987-02-13 1991-02-06 John R Sutton Marine structure
GB2292167B (en) * 1994-08-13 1998-05-06 Brookmex Ltd Self-installing shallow water platforms for offshore hydrocarbon production
GB2292167A (en) * 1994-08-13 1996-02-14 Brookmex Ltd Self-installing shallow water platform for hydrocarbon production
WO2003095748A1 (fr) * 2002-05-14 2003-11-20 Fred Olsen Renewables Limited Base de haute mer constituee de plaques d'acier
CN102454163B (zh) * 2010-10-29 2013-10-09 中国海洋石油总公司 超大型海洋石油平台上部组块循环同步液压提升工艺
CN102454163A (zh) * 2010-10-29 2012-05-16 中国海洋石油总公司 超大型海洋石油平台上部组块循环同步液压提升工艺
US8657533B2 (en) * 2011-02-09 2014-02-25 Ausenco Canada Inc. Gravity base structure
US20120201609A1 (en) * 2011-02-09 2012-08-09 Ausenco Canada Inc. Gravity base structure
EP2623674A1 (fr) * 2012-02-03 2013-08-07 Nordic Yards Holding GmbH Infrastructure pour une plateforme offshore et procédé d'installation d'une telle infrastructure
US9234326B2 (en) 2012-02-03 2016-01-12 Nordic Yards Holding Gmbh Base frame for an offshore platform and method for installing such a base frame
WO2014053655A1 (fr) * 2012-10-04 2014-04-10 A.P. Møller - Mærsk A/S Structure protectrice pour plate-forme au large
US20190257051A1 (en) * 2018-02-21 2019-08-22 Siemens Aktiengesellschaft Connection structure for a marine installation, marine installation, and method of erecting a marine installation
US10738431B2 (en) * 2018-02-21 2020-08-11 Siemens Aktiengesellschaft Connection structure for a marine installation, marine installation and method of erecting a marine installation
CN109211451A (zh) * 2018-09-11 2019-01-15 水利部交通运输部国家能源局南京水利科学研究院 一种水力驱动式升船机系统摩擦力测量方法
CN109211451B (zh) * 2018-09-11 2020-09-04 水利部交通运输部国家能源局南京水利科学研究院 一种水力驱动式升船机系统摩擦力测量方法
EP4321688A1 (fr) * 2022-08-11 2024-02-14 Iv-Groep B.V. Procédé de construction d'une plateforme de production de pétrole, de gaz ou d'éoliennes en mer et dispositif de levage
NL2032730B1 (en) * 2022-08-11 2024-02-16 Iv Groep B V A method for building an offshore oil, gas or wind farm platform, and a lifting device

Also Published As

Publication number Publication date
AU7220481A (en) 1981-11-26
BR8108594A (pt) 1982-04-06
OA06984A (fr) 1983-08-31
EP0039590A3 (fr) 1982-04-21
NO814489L (no) 1981-12-30
JPS57500521A (fr) 1982-03-25
WO1981003191A1 (fr) 1981-11-12

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