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
  • E02B17/021—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
  • E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
  • E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
• • 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
  • E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
  • E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
  • E02B17/0818—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with racks actuated by pinions
• • 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
  • E02B2017/0056—Platforms with supporting legs
  • E02B2017/0073—Details of sea bottom engaging footing
  • E02B2017/0078—Suction piles, suction cans
• • 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

• the present invention relates to the field of offshore rigs.
• it relates to a jack-up offshore rig and employment of the same in the oil and gas industries to perform, including, but not limiting to, drilling, production, storage, processing, field support, well/platform service, construction processes and/or any other offshore related projects/activities conducted in brown, marginal and/or green fields,
• a typical jack-up offshore platform usually consists of a platform structure (typically referred to as a deckbox or deck) and supporting legs movable in the vertical direction using control systems such as a set of gears, for example, to move the legs through the teeth of the gears.
• control systems such as a set of gears, for example, to move the legs through the teeth of the gears.
• the supporting legs When in transit mode, and the rig is being dry/wet towed, the supporting legs are raised all the way up. Upon reaching a specific location, the legs are lowered until the legs reach the seabed. The process of lowering the legs is typically referred to as a "jack-down”.
• the bottom of each leg is usually fitted with a 'shoe-like' structure, which is typically referred to as a "spudcan”.
• the spudcan is typically designed such that the supporting legs can smoothly penetrate or ease into the seabed.
• preloading a process called "preloading" whereby the jack-up offshore platform is subjected to additional loading by means of adding ballast water into its hull.
• the purpose of preloading is to increase and direct downward vertical forces on the supporting legs in order to ensure penetration of the supporting legs into the seabed. The penetration process ends when the supporting legs are engaged firmly with the seabed thereby ensuring that the jack-up offshore platform is stable and firm.
• jack-up unit refers to the jack-up offshore platform as described above.
• the design of the jack-up unit is traditionally single-purposed with ancillary equipment and systems being integrated therewith to form one complex system. Such a single-purpose built jack-up unit in any field will be re-deployed when its existing project comes to a conclusion and the said jack- up unit is required in some other location. Notwithstanding, the jack-up unit, along with its ancillary systems, may be re-deployed even before the end of an existing project.
• a marginal field is a field where the reserves may not be high enough to provide a sufficient yield for field owners to justify deploying a jack-up unit as that would be many times costlier or time consuming. Instead, field owners often prefer to derive a cost-effective solution vis-a-vis the volume of the natural reserves. However, as a result, very often the development and production activities in marginalised fields are not carried out and these fields remain unutilised despite seismic surveys showing, a collective potential of natural reserves in these fields. These marginal fields are often neglected as their field owners await more cost-effective solutions to commercially exploit the said marginal fields.
• the issues facing owners of marginal fields, including oil fields with proven huge reserves, are further elaborated on below: - Time Interval between Exploration - Production
• the duration from exploration to production generally ranges from 2 - 5 years, depending on the complexity of the Front End Engineering Design (FEED), Basic Design and Detailed Design for the suitable platform as well as the cost efficiency of the project vis-a-vis the amount of resources available.
• Diagram 1 below illustrates the average time taken to commence production at a field when relying on a conventional fixed platform.
• Diagram 1 Conventional Fixed Platforms
• a process comprising Pre-FEED, FEED, design and fabrication of a suitable jacket for production over the discovery well may take at least 3 years. This may involve mobilising existing jack-up units for refitting. Refitting involves the removal and installation of relevant equipment or systems in order to enable the jack-up unit to operate in a specific environment, according to the project phase.
• a new jack-up unit may be ordered which takes approximately an additional 2 years for delivery.
• cost and time are heavily invested to either mobilise a jack up unit or to construct a jack-up unit to carry out the production.
• a jack-up unit is mobilised for retrofitting, this also results in the loss of lease time which could be better spent in extracting and producing oil, and leads to the loss of valuable potential yields.
• European Patent EP0035023B1 discloses one such offshore platform.
• the offshore platform has a deck, a gravity base and a frame connecting the deck to the gravity base.
• the gravity base is designed such that it has to penetrate the seabed in order to fix the offshore platform in position to carry out operations.
• the European patent also discloses that the offshore platform is to be towed to a field whereupon it will be deployed for normal offshore drilling and/or production.
• the design of European Patent EP0035023B1 has the following disadvantages:- a.
• the offshore platform requires its gravity base to penetrate the seabed, which means that the offshore platform can only operate in a high load-bearing seabed environment of dense soil and rock; b.
• the offshore platform is designed to function as a stand-alone offshore platform thereby limiting any up-scaling of operations; and c.
• the offshore platform uses a hydraulic mechanism to jack-up the deck, which limits the load- bearing capabilities of the offshore platform and the hydraulic mechanism cannot be transferred easily from one offshore platform to another for usage due to complicated plumbing requirements.
• a first aspect of the present invention relates to an offshore platform having a transit state and a deployed state.
• the offshore platform includes at least one substantially horizontally planar deckbox having a top side and a bottom side.
• the deckbox includes a modular interface on the top side of its planar surface.
• the modular interface of the deckbox is adapted to enable the installation and removal of oil drilling, oil production, offshore accommodation equipment and/or any other systems or equipment for offshore activities, in particular such equipment befitting of the particular offshore operation and the requirements of the project.
• the modular interface of the deckbox may include specific portions thereof that are designated to interface with drilling equipment.
• the drilling equipment may have a capacity ranging from 1000 to 3000 horsepower.
• Such drilling equipment may be interfaced to the deckbox and is capable of drilling from as little as one well to as many as twenty wells or more.
• the deckbox may also interface with a production unit.
• the number of productions units required is typically determined by the production capacity of the fields. As such, where need be, additional modular production units may be added to increase the production level.
• the deckbox may also interface with an array of lifting cranes and accommodation modules capable of supporting offshore operations and any project(s).
• the modular interface design of the deckbox permits the deckbox of the offshore platform to have production systems modularly installed and configured within just a short period after the drilling is done to commence production. Once deployed for production, the jack-up unit operates as though it is being utilized as a permanent jacket.
• the offshore platform may undertake an immediate reconfiguration or add-on of equipment/facility in-situ.
• This reconfiguration is possible due to the modular interface of the deckbox of the offshore platform.
• the mono column offshore platform is a two-in-one system (comprising a jacket and a jack up) performing the role of exploration drilling, production and extraction.
• the "modular interface" design means that the offshore platform can be:- a. constructed within a very short duration and in a very cost efficient manner; b. deployed at specific fields/locations with the right configuration and/or 'kit'; c.
• the offshore platform with its vast deckspace, enables one or an array of modular equipment to be placed onto it.
• the specific placement and connectivity is dependent on the purpose of the equipment and the optimisation methodology of the deck space to meet the project's requirements.
• this is akin to the "LEGOTM" concept such that the overall layout of the equipment on the deckbox can be built or reconfigured as needed. This relieves the need for engineering re-design and re-certification of the entire unit as an offshore jack-up unit.
• additional equipment as 'add-ons' on the deckbox, or to 'reconfigure' the overall arrangement of the equipment on the deckbox.
• the deckbox also includes at least one substantially vertical through-hole.
• the design of the vertical through-hole enables further utilisation of this potential space for other activities such as drilling, the placement of risers within the hole for production as well as any other related operations with the seabed and is not confined to topside activities. This also potentially protects the cabling and piping running down to the seabed from the deck.
• the offshore platform also includes at least one substantially horizontally planar mat.
• the substantially horizontally planar mat has a top side and a bottom side.
• the substantially planar mat also includes at least one substantially vertical through-hole. Both substantially vertical through-holes on the mat and the deckbox are at least substantially concentric or contiguous.
• the mat includes at least one ballast tank. The mat is positioned relative to the deckbox such that the top side of the mat faces and is parallel to the bottom side of the deckbox and the respective through-holes of the deckbox and the mat overlap and may be at least substantially concentric or contiguous. This may result in at least a substantial overlap between the at least one through-hole of the deckbox and the at least one through-hole of the mat.
• the at least one substantially vertical through-hole extending from the top side to the bottom side of the deckbox, and the at least one substantially vertical through-hole extending from the top side to the bottom side of the mat may be completely overlapping, concentric or contiguous, such that the through-holes are dimensionally equivalent and matching.
• the top side of the mat is of the same surface area as the bottom side of the deckbox, i.e., the deckbox and the mat are of the same size.
• the surface area of the top side of the mat may be of a different size from the surface area of the bottom side of the deckbox. The size of the deckbox and mat are typically chosen based on the project's operational requirements.
• the deckbox and mat may be of a shape selected from the group consisting of a circle, square, rectangle, quadrilateral, triangle or ellipse, or any shape so applicable. Likewise for the mat. Together, the deckbox and mat ought to have sufficient buoyancy to support the offshore platform in order for it to be transported, via wet or dry tow, to the desired site for deployment.
• the offshore platform further includes at least one elongate truss column having a first end and a second or distal end.
• the elongate truss column is moveably engaged at one end with the deckbox.
• the engagement with the deckbox takes place by having one or more elongate truss column(s) threaded through one or more corresponding through-hole(s) of the deckbox.
• the second or distal end of the elongate truss column is rigidly fixed to the mat at or proximate to the at least one through-hole of the mat.
• the elongate truss column includes four chord truss legs that are rigidly fixed at the periphery of the at least substantially vertical through-hole of the mat.
• the four chord truss legs ensure that pressure is equally or uniformly exerted and transferred onto the mat that is on the seabed.
• Four-chord truss legs are common in enabling the transfer of loads from the chord legs to the mat to en ure that the mat maintains its position consistently during operational processes.
• the elongate truss column may be of any length. Typically the length is determined by the intended operational depth and environment of the offshore platform. In an exemplary embodiment, the elongate truss column may be of sufficient length to meet up to 500ft of water depth and the associated wave effects (i.e. air gap). Depending on the project, the length of the leg may vary to meet the operational environment of the oil field.
• the elongate truss column includes inverted K-truss members.
• the elongate truss members may be selected from a group consisting of K-truss members, X-truss members as well as any other design existing or preconceived, or any other configuration of bracings across the same or different horizontal planar segments within the through-hole.
• the deckbox and mat With the positioning of the deckbox and mat as described above, the elongate truss column(s) is in a perpendicular orientation to the planar deckbox and mat. Accordingly, the deckbox is moveable along the elongate axes of the truss column(s) between a transit position and a deployed position.
• the deckbox In the transit position the deckbox is proximate or adjacent vertically, just above the mat and the second or distal end of the elongate truss column. In this position, a substantial portion of the elongate truss column is positioned above the top side of the deckbox.
• the elongate truss column moves down via the through-hole(s) of the deckbox under the forces exerted by the jacking system facilitated by the effect of gravity.
• the mat As the elongate truss column is rigidly fixed to the mat, the mat is also displaced accordingly.
• the mat In the deployed position, the mat remains fixed to the second or distal end of the elongate truss column and comes to rest firmly on the seabed.
• the deckbox due to the movement of the column relative to the deckbox, the deckbox is now proximate to the first end, wherein the first end remains above the top side of the deckbox.
• the movement of the mat takes place under the effect of gravity acting upon the mat in conjunction with the jacking mechanism acting on the elongate truss leg.
• the weight of the mat may be varied.
• the variation of the weight of the mat is achieved where the mat includes at least one ballast tank, which can be filled with fluid.
• ballast tank may be filled with seawater.
• the bottom side of the mat is adapted to push down into and settle on a seabed thereby firmly supporting the offshore platform and holding it in place. This is assisted by the transference of loads via the elongate truss column to the mat.
• the mat which is resting on the seabed, it acts as an integral part of the seabed.
• a load force is applied to the offshore platform, the same is transmitted to the mat thereby acting on the mat just as it would act on the seabed. This reduces the risk of overbearing on specific points of the seabed.
• the mat With the appropriate level of ballasting in the mat, the mat is pushed down firmly onto the seabed thereby further cementing its 'grip' onto the seabed resulting in stability to the offshore structure.
• the deckbox further includes a cut-out section extending from the top side to the bottom side.
• the cut-out may be located along the periphery of the deckbox or as another through-hole on the deckbox.
• the mat also includes a cut-out section extending from the top side to the bottom side along its periphery.
• the positioning of the cut-out or through-hole of the deckbox and the positioning of the cut-out or through-hole of the mat are substantially coaxial.
• the coaxial cut-out or through-hole sections of the deckbox and the cutout or through-hole in the mat are adapted such that drilling operations may be performed at the cutout sections and concurrent oil production operations may be performed via the at least one substantially vertical through-hole extending from the top side to the bottom side of the deckbox, and the at least one substantially vertical through-hole extending from the top side to the bottom side of the mat.
• the cut-out or through-hole may also be designed or utilised for any other offshore activities as required by the project such as drilling or production.
• the cut-out or through-hole might be off-centre and situated at one of the portions of the deckbox and mat.
• the content of the at least one ballast tank may be released or relocated and the said at least one ballast tank utilised for the storage of oil subsequent to the bottom side of the mat settling into the seabed and the commencement of production.
• the bottom side of the mat may further include jetting or suction or both systems adapted to pump water under the mat to dislodge the mat from the seabed or to keep the mat to the seabed through suction if need be.
• jetting system may be necessitated where the offshore platform has been deployed for a prolonged period of time in a particular deployment site and particulate matter has built up over time. The jetting would serve to dislodge the particulate matter thereby making it easier for the mat to be disengaged from the seabed.
• suction system may be necessitated when additional force is needed to hold the mat to the seabed as part of the process or as an additional measure.
• the elongate truss column is moveably engaged with the deckbox via a rack and pinion mechanism, a hydraulic lift mechanism, pulley mechanism or any other appropriate lift mechanism.
• the rack and pinion mechanism is portable and scalable. By this, it is meant that the rack and pinion mechanism is removable from the offshore platform it is currently on and transferable to another such offshore platform of the present invention.
• This feature of having a transferable rack and pinion mechanism allows for inter-operability with other offshore platforms of the present invention improves the reliability and redundancy of the offshore platform according to the present invention.
• the overall Variable Deck Load capability of the offshore jack-up unit may be varied by changing the number of jacking gears as appropriate for the project.
• the various embodiments of the offshore platform as described herein may also include a helipad attached to the deckbox or as part of the accommodation or any other facility.
• the helipad is to facilitate the transport of personnel, equipment and supplies to the offshore platform during deployment.
• the deckbox may include at least one locking mechanism proximate to its periphery. The locking mechanism is adapted to place the jack-up unit in position like that of a permanent jacket.
• a second aspect of the present invention relates to linearly increasing the number of platforms, thus exponentially expand the functionality of the aggregated platforms.
• a system of offshore platforms may have at least two offshore platforms as described above. The two offshore platforms may be connected to each other via a bridge link or by a direct side-by-side connection of the deckbox, mat or both. Each of the at least two offshore platforms may be involved in performing, any one or more of the processes selected from the group consisting of drilling, production, accommodation, power generation and production support.
• a third aspect of the present invention relates to a method of deploying the various embodiments of the offshore platform described above. The method includes:- a. towing the offshore platform to a deployment location in its transit state whereby the deckbox is adjacent to the mat; b.
• lowering the substantially horizontally planar may be carried out by varying the weight of the mat. For example, if the weight of the mat is increased, the' mat is lowered under the effect of gravity in tandem with the forces performed by the jacking systems.
• adjustments to the positioning of the offshore platform may be made when the mat is being lowered to the seabed such that the position of the offshore platform is maintained over the intended deployment site.
• the offshore platform of the present invention is highly versatile. For exploration, on deployment to the site, the offshore platform carries out drilling. Upon confirmation of the exploration, it performs the role as a jacket on which a production unit could be placed on the deck to perform production operations while drilling operations continue.
• FIGURE 1 is an illustrative embodiment of an offshore platform of the present invention
• FIGURE 2 is a side profile view of the embodiment of FIGURE 1;
• FIGURE 3 is a top view of an illustrative embodiment of a deckbox of the present invention.
• FIGURE 4 is a top view of an illustrative embodiment of a deckbox of the present invention with an arrangement of tanks;
• FIGURE 5 is a top view of an illustrative embodiment of a mat of the present invention.
• FIGURE 6 is a top view of an illustrative embodiment of a mat of the present invention with an arrangement of tanks;
• FIGURE 7 is an illustration of the deployment sequence of an exemplary embodiment of the present invention.
• FIGURE 8 is an isometric view of an exemplary embodiment of the present invention.
• FIGURE 9 is an illustration of an embodiment of an aspect of the present invention wherein two mono column offshore platforms are connected to each other;
• FIGURE 10 is an illustration of another embodiment of the present invention wherein two mono column offshore platforms are connected to each other;
• FIGURE 11 is an illustration of another embodiment of the present invention wherein the platform is fitted with a drilling facility, an accommodation facility and a helideck.
• FIGURE 1 is an illustrative embodiment of an offshore platform 10 of the present invention in its deployed state.
• the offshore platform 10 has a deckbox 12 and a mat 16 of approximately equal or possibly of a different size.
• the deckbox 12 is connected to the mat 16 via a truss column 14.
• the deckbox 12 has a through-hole (not shown) situated approximately in the centre thereof.
• the mat 16 also has a through-hole (not shown) situated approximately in the centre thereof.
• the deckbox 12 and the mat 16 are arranged such that they overlap each other. More importantly, the alignment of the deckbox 12 with respect to the mat 16 is such that their respective through-holes are also aligned. This is to allow the truss column 14 to engage with the deckbox 12 and the mat 16 as described below.
• One end of the truss column 14 is moveably engaged with the deckbox 12 via the through- hole of the deckbox 12.
• the other end of the truss column 14 is rigidly fixed to the mat 16 at the through-hole of the mat.
• the truss column 14 is perpendicular to both the planar deckbox 12 and the mat 16.
• the deckbox 10 is moveable along the truss column 14 from approximately one end thereof into a position adjacent to the mat 16 such that the deckbox 12 is then proximate the second end of the truss column 14.
• FIGURE 2 is a side profile view of the embodiment of FIGURE 1.
• FIGURE 2 shows the offshore platform 20 in its deployed state resting on the seabed 21 A in the sea 21 B.
• the offshore platform 20 has a deckbox 22 and a mat 26.
• the deckbox 22 and the mat 26 are connected to each other via truss column 24.
• One end of the truss column 24 is connected to the deckbox 22 via the at least one through-hole (not shown) located in the deckbox 22.
• the truss column 24 is moveably engaged with the deckbox 22 such that the deckbox 22 is capable of moving vertically along the truss column 24.
• the mechanism used to move the deckbox 22 along the truss column 24 is a rack and pinion system 28.
• the rack and pinion mechanism 28 is located on the deckbox 22.
• the rack and pinion mechanism may be removable from the offshore platform and transferable to another offshore platform to perform the same function. This is an added advantage of using the rack and pinion mechanism as it ensures inter-operability between the various offshore platforms of the present invention. Further, where there is a plurality of such platforms operating together, each offshore platform's rack and pinion mechanism may serve as a backup for another offshore platform's rack and pinion mechanism thereby ensuring system redundancy.
• the truss column 24 is connected at its other end to the central region of, or in other exemplary embodiments to other regions of, the mat 26.
• the truss column 24 is rigidly connected to the mat 26 such that when the truss column 24 slides vertically downwards from the deckbox 22, the mat 26 is also displaced and is translated vertically downwards.
• the mat 26 is - vertically displaced downwards until it reaches the seabed 21A whereupon contact, the mat 26 will press firmly down to settle on the seabed 21 A thereby anchoring the offshore platform 20 in place to conduct operations.
• the rack and pinion mechanism 28 continues to run.
• FIGURE 3 is a top view of an illustrative embodiment 30 of a deckbox 32 of the present invention. From the top view, the deckbox 32 of this exemplary embodiment is a square. The deckbox has a through-hole 36 via which the truss column 34 is moveably engages with the deckbox 32 using a rack and pinion mechanism 38. The truss column 34 may include different configurations of bracings 33 either across or intersecting the same or different horizontal planar segments. The through-hole 36 of the deckbox 32 is aligned with the through-hole (not shown) of the mat (not shown) such that the truss column 34 will be vertically aligned with both the respective through-holes of the deckbox 32 and the mat.
• FIGURE 4 is a top view of an illustrative embodiment 40 of a deckbox 42 of the present invention with a possible arrangement of tanks 43 and the truss column 44 with possible bracings intersecting across same or different horizontal segments.
• the tanks 43 are capable of being filled with a fluid in order to act as ballast during the transit and deployment stages of the offshore platform.
• the tanks 43 are arranged within the deckbox 42, and of possibly a variation of different sizes of tanks or a varying number of tanks.
• the tanks 43 may be emptied of any fluid being used as ballast in order to store operational materials such as fuel or crude oil extracted from an oil field in respect of on-going operations and pending transference of the same to a suitable vessel.
• FIGURE 5 is a top view of an illustrative embodiment 50 of a mat 54 of the present invention.
• the mat 54 is a square or of different shape or size so specified.
• the mat 54 includes a through-hole 52 that is located in the central region of the mat 54 such that the through- hole 52 and the mat 54 are concentric.
• the through-hole 52 of the mat 54 is such that the truss column (not shown) will be vertically aligned with both the respective through-holes of the deckbox 32 and the mat 54.
• FIGURE 6 is a top view an illustrative embodiment 60 of a mat 62 of the present invention with an arrangement of tanks 63 around the through-hole 66.
• the mat 62 has tanks 63, which are distributed within the mat 62.
• the tanks 63 are also capable of being filled with a fluid in order to act as ballast during the transit and deployment stages of the offshore platform.
• the tanks 63 When the offshore platform is being deployed, the tanks 63 may be filled with typically sea water or any fluid, for example, in order to increase the weight of the mat 62 such that a sufficient gravitational force overcomes the frictional forces within the rack and pinion mechanism described in respect of FIGURE 3 thereby resulting in the downward movement of the mat 62.
• the tanks 63 Following deployment and during operations, the tanks 63 may be emptied of any fluid being used as ballast in order to store operational materials such as fuel or crude oil extracted from an oil field in respect of on-going operations and pending transference of the same to a suitable vessel.
• the fluid in the tanks When the offshore platform is being recovered following operations, the fluid in the tanks may be discharged and filled with air in order to aid the raising of the mat 62 from the seabed.
• the mat 62 includes suction points 65 and jetting outlets 64.
• the suction points 65 are used to provide additional forces to hold the mat 62 to the seabed. Where an offshore platform is deployed, a secondary force may be required to keep the mat 62 in position. Provision of the secondary force would be from the suction points 65 which would exert a suction force that would keep the mat 62 in position.
• the jetting outlets 64 are used to free the mat 62 from the seabed. This is because if an offshore platform has been deployed for an extended period of time, particulate matter would have been collected on the mat 62 and may hinder the recovery process.
• the jetting outlets 64 shoot water jets, which exert forces to aid in the dislodgment of such accumulated particulate.
• FIGURE 7 is an illustration of various stages 70A to 70D of the deployment sequence of the embodiment of FIGURE 1 of the invention.
• the offshore platform is considered to be in its transit stage. In this stage, the offshore platform may be transported to the location as which deployment thereof is intended.
• the deckbox 72 and the mat 74 are proximate to each other at one end of the truss column 76.
• the various ballast tanks of the deckbox 72 and/or mat 74 may be filled with an appropriate fluid in order to assist in the control and transportation of the undeployed offshore platform.
• the transit can happen through either dry tow or wet tow.
• the sequence shown at 70B shows the mat 74 being lowered.
• the tanks 63 of the mat 62 (herein labelled as 74) are filled with fluid, typically seawater, and with the combined weight of the mat 74 and the filled tanks 63, the mat 74 is lowered under the effect of gravity in tandem with the forces exerted by the jacking mechanism.
• the truss column 76 connected to the mat 74 is moved vertically downward causing the mat 74 to descend.
• the truss column 76 slides down by way of the rack and pinion mechanism 78 via which it is engaged with the deckbox 72.
• the mat 74 has reached the seabed 71 and pushes into the seabed 71 due largely in part to the weight of the mat and overall structure 74.
• the deployment stage most of the truss structure 76 is beneath the surface of the sea and can no longer be displaced.
• the deckbox 72 is jacked up along the truss column 76 by way of the rack and pinion mechanism 78 to a suitable height that is proximate to the end of the truss column 76 that is above the surface of the sea.
• the offshore platform is now deployed and ready to commence operations including, but not limited 5 to, the installation, removal, placement of equipment, system or facilities in-situ (deployed mode).
• FIGURE 8 is an isometric view of an exemplary embodiment of the present invention.
• the deckbox 82 has a cut-out 83.
• the deckbox 82 is connected to the mat 86 via the elongate truss column 84.
• the mat 86 also has a cut-out 85.
• the cut-out 83 and the cut-out 85 are of different sizes.
• the cut-outs 83 and 10 85 may be of similar sizes.
• the cut-outs 83 and 85 are coaxial, but in other embodiments, the cut-outs
• 83 and 85 may not necessarily be coaxial.
• FIGURE 9 is an illustration of an embodiment 90 of the present invention wherein two mono column offshore platforms are connected to each other as adjoining or as one singular offshore platform.
• the offshore platforms that may be connected to each other are not limited to only similar or
• connection between the two mono column offshore platforms takes place at the deckbox 92 and the mat 96. However, if the deckbox 92 and mat 96 are of different dimensions, the connection may take place at the deckbox 92 or the mat 96.
• Each offshore platform has at least one single truss column 94 that connects the deckbox 92 to the mat 96.
• Each offshore platform also has a mechanism 98 to raise or lower the truss column 94 and the mat 96 connected thereto.
• a top view 91 of the embodiment 90 shows that the total area of the deckbox 92 has doubled as a result of connecting two mono column offshore platforms together. The total area of the deckbox 92 may be further multiplied according to the number of mono column offshore platforms that are connected together. The added surface area of the deckbox 92 will permit additional
• FIGURE 10 is an illustration of another embodiment 100 of the present invention wherein two mono column offshore platforms are connected to each other.
• the connection between the two mono column offshore platforms takes place at the deckbox 102 and the mat 106. However, if the deckbox 102 and mat 106 are of different dimensions, the connection may take place at the deckbox 102 or 30 the mat 106.
• Both offshore platforms have a single truss column 104 that connects the deckbox 102 to the mat 106.
• Both offshore platforms have a mechanism 108 to raise or lower the truss column 104 and the mat 106 connected thereto.
• a top view 101 of the embodiment 100 shows that the total area of the deckbox 102 has doubled as a result of connecting two mono column offshore platforms.
• the added surface area of the deckbox 102 allows for the inclusion of the processing module 109 as well as the helipad 107 to be part of the offshore platform.
• FIGURE 11 is an illustration of another embodiment 110 of the present invention wherein the platform is fitted with a drilling facility 119, an accommodation facility 113 and a helideck 117.
• deckbox 112 is connected to mat 116 via elongate truss column 114.
• the mat 116 has a cut-out 115 along its periphery beneath the drilling facility 119.
• the elongate truss column 114 is movable relative to the deckbox 112 by way of the movement mechanism 118, which may be a rack and pinion mechanical system or other such suitable system.

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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)
• Tents Or Canopies (AREA)
• Movable Scaffolding (AREA)

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• 2014
  • 2014-08-08 MX MX2016010642A patent/MX369355B/es active IP Right Grant
  • 2014-08-08 MY MYPI2016702971A patent/MY166227A/en unknown
  • 2014-08-08 WO PCT/SG2014/000379 patent/WO2015126325A1/en active Application Filing
  • 2014-08-08 CN CN201480077430.1A patent/CN106574451A/zh active Pending
  • 2014-11-18 CN CN201420692025.8U patent/CN204570648U/zh not_active Expired - Fee Related
  • 2014-11-18 CN CN201410658761.6A patent/CN104947644A/zh active Pending

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