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US20110305521A1 - Movable brace frame for self-installing platform - Google Patents

Movable brace frame for self-installing platform Download PDF

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Publication number
US20110305521A1
US20110305521A1 US13/155,593 US201113155593A US2011305521A1 US 20110305521 A1 US20110305521 A1 US 20110305521A1 US 201113155593 A US201113155593 A US 201113155593A US 2011305521 A1 US2011305521 A1 US 2011305521A1
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US
United States
Prior art keywords
legs
brace frame
platform
brace
hull
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.)
Abandoned
Application number
US13/155,593
Inventor
Wouter Joachim Henstra
Michael John Perry
Henry Krisdani
Kok Seng Foo
Chin Kau Matthew Quah
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.)
Seatrium Offshore and Marine Technology Centre Pte Ltd
Original Assignee
Individual
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
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Assigned to KEPPEL OFFSHORE & MARINE TECHNOLOGY CENTRE PTE LTD reassignment KEPPEL OFFSHORE & MARINE TECHNOLOGY CENTRE PTE LTD ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: FOO, KOK SENG, KRISDANI, HENRY, PERRY, MICHAEL JOHN, HENSTRA, WOUTER JOACHIM, QUAH, CHIN KAU MATTHEW
Publication of US20110305521A1 publication Critical patent/US20110305521A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/08Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
    • E02B17/0818Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering with racks actuated by pinions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial 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
    • E02B17/021Artificial 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/04Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
    • E02B17/06Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for immobilising, e.g. using wedges or clamping rings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039Methods for placing the offshore structure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0039Methods for placing the offshore structure
    • E02B2017/0047Methods for placing the offshore structure using a barge
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056Platforms with supporting legs

Definitions

  • Embodiments of the invention relate generally to apparatus and methods for improving the in place performance of a self-installing platform.
  • self-installing platforms may be completely assembled at the yard and include movable legs which can be moved up and down relative to the hull using a (temporary) jacking system. The legs are disposed in a raised position during tow and are lowered once the platform is at the offshore site.
  • One type of self-installing platform has a relatively light steel truss structure to support topside structures.
  • the self-installing platforms may be transported by a barge which provides enhanced sea keeping characteristics during tow.
  • the hull structure is supported by legs which are not interconnected, thereby resulting in a very flexible supporting structure. Accordingly, the platform can only be installed in relative shallow water and/or benign environments.
  • Another type of self-installing platform includes interconnected legs which provide a much stiffer supporting structure. Accordingly, the platform can be installed in deeper waters and/or harsher environments, unlike a platform without interconnected legs. However, it is not possible to tow the platform on a barge as the presence of a barge supporting the platform would prevent lowering of the interconnected legs. As such, the platform has to be specially designed to take the hydrostatic loads during tow and the small freeboard during tow renders the platform susceptible to green water. Further, when the legs are interconnected, the acceptable differential seabed penetration of the footings is within very narrow limits. If the differential penetration is too large, the bracings interconnecting the legs would experience large structural loads. Consequently, this type of self-installing platform can only be installed on a flat seabed.
  • Canadian Patent No. 1,117,301 discloses a self-contained jack up type drilling and production platform structure comprising a floatable barge-like hull with support legs which can be jacked up and down to lower and raise the hull with respect to the surface of the sea.
  • a removable drilling module rests on top of the hull and extends over an opening therein between two of the support legs.
  • Production equipment is arranged in the hull and communicates with the opening.
  • Moveable conductor supports extend between the legs of the platform and serve to brace the drill string and production conduit conductors.
  • the movable conductor supports are meant to support the drill string and production conduit conductors, and would not improve the performance of the support legs.
  • U.S. Pat. No. 4,245,928 discloses a method for the construction of a structure sufficiently reinforced particularly against a lateral force by driving the desired number of pile members into the water and integrally connecting these pile members with the brace members.
  • the connection of the pile members with the brace members is accomplished by providing a gap between the brace and pile members, and filling the gap with a filler joining material having a powerful bonding force, such as an expansive mortar.
  • the connecting work is devised to be performed safely and accurately on the surface of the water.
  • various components of the structure have to be assembled at the offshore site which is a time-consuming and expensive process requiring floating cranes, and is therefore not a desirable alternative.
  • U.S. Pat. No. 2,837,897 (Nedderman et al.) relates one of its objects as providing an automatic underwater bracing system which is initially collapsed but which is automatically erected between the supporting columns as they are being lowered to bottom.
  • the bracing system is primarily used to tension the cables connected to the bracing system so that the tensioned cables provide stiffness to the support structure.
  • U.S. Pat. No. 3,593,529 discloses a buoyant mobile drilling platform having a gap in its side in which is detachably disposed a permanent drilling platform. The two platforms are floated to the drilling site and temporarily emplaced. If a test drill shows the presence of gas or oil, then the permanent platform is permanently emplaced and the mobile platform is floated away.
  • Embodiments of the invention relate to pre-assembled self-installing platforms which are provided with rotational restraint.
  • a pre-assembled self-installing platform may include a hull, a plurality of supporting legs which are movable relative to the hull, and at least one brace frame which is movably connected to at least two of the plurality of legs and is securable to the at least two of the plurality of legs.
  • the self-installing platform may be pre-assembled before being transported to an offshore site for installation.
  • the plurality of legs of the self-installing platform may be lowered into the seabed.
  • the brace frame may then be positioned at a desired elevation along the at least two of the plurality of legs and secured thereto. This way, rotational restraint is provided to significantly reduce leg stress and increase rigidity of the legs. With the increased rigidity, it has become possible to install platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway induced by adverse weather or sea conditions.
  • the brace frame is securable to the legs after the legs or footings are penetrated into or supported on the sea bed, differential penetration of legs or footings into the seabed is possible without risking large structural loads in the brace frame.
  • FIG. 1A illustrates a self-installing platform with a movable brace frame during transportation according to one embodiment of the invention
  • FIG. 1B illustrates a self-installing platform of FIG. 1A after installation
  • FIG. 2 is a close-up view of a leg and brace frame connection of a self-installing platform with grouting;
  • FIG. 3A illustrates a self-installing platform having a movable brace frame movably coupled to the legs using a rack and pinion system
  • FIG. 3B illustrates a leg and brace frame connection of FIG. 3A in an unsecured arrangement
  • FIG. 3C illustrates a leg and brace frame connection of FIG. 3A in a secured arrangement
  • FIG. 4A illustrates a self-installing platform with two movable brace frames during transportation according to one embodiment of the invention
  • FIG. 4B illustrates a self-installing platform of FIG. 4A after installation
  • FIG. 5 is a top view of a movable brace frame according to one embodiment of the invention.
  • FIG. 6 illustrates a self-installing platform having a movable brace frame formed of a truss structure according to one embodiment of the invention.
  • FIGS. 7A to 7D illustrate a sequence for installing a self-installing platform according to one embodiment of the invention.
  • a platform in which a platform includes a hull and supporting legs, at least one brace frame is provided which is movable along at least two legs of a platform and securable to the legs at any elevation.
  • the brace frame Upon securing the brace frame to the legs that provide a support structure to the platform, the brace frame provides rotational restraint to the legs, thus resulting in significantly reduced stress in the legs and a more rigid supporting structure. This would allow installation of platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway.
  • FIGS. 1A and 1B illustrate a self-installing platform 10 , according to one embodiment of the invention, during transportation (or tow) and after installation respectively.
  • the hull 12 is illustrated as a truss structure for supporting topside modules (not shown) thereon. It is to be appreciated that the hull 12 may be formed of other suitable structures including, but not limited to, a barge type buoyant hull.
  • the supporting legs 14 of the self-installing platform 10 are movable relative to the hull 12 and adjustable between at least a raised (or stowed) position and a lowered (or installed) position depending on the operational status of the self-installing platform 10 .
  • the legs 14 may be disposed for independent vertical movement relative to the hull 12 , such as by using a jacking system provided on the hull.
  • through holes are provided in the hull 12 for receiving the legs 14 and allowing the legs 14 to be lowered or raised.
  • the legs 14 are stowed in a raised position in which the legs 14 may be partially supported by the hull 12 .
  • the hull 12 may, in turn, be supported on a barge 40 . Additionally, the legs 14 may be secured to the barge 40 or hull 12 during transportation to fixedly arrange the legs 14 in the raised position. During installation ( FIG. 1B ), the legs 14 are lowered relative to the hull 12 into an installed position in which the legs 14 support the hull 12 . Additionally, the legs 14 may be secured to the hull 12 to fixedly arrange the legs 14 in the installed position.
  • the self-installing platform 10 includes four legs 14 of tubular type.
  • a self-installing platform 10 may have other number of legs 14 , ranging from three and above.
  • the legs 14 may take other forms including, but not limited to, rectangular hollow section, square truss and triangular truss.
  • footings 16 may be provided to provide sufficient bearing when the legs 14 are anchored to the seabed 55 .
  • suitable footings include, but are not limited to, suction cans, spud cans, and piled footings.
  • leg heads having a cross-section larger than the legs 14 and the through holes receiving the legs 14 , may be provided. Further, after the legs 14 are lowered into an installed position, the legs 14 may be secured to the hull 12 , such as by bolts.
  • Rotational restraint of the legs 14 may be provided to increase stiffness and rigidity of the support structure of the self-installing platform 10 in the installed position.
  • at least one brace frame 20 may be provided to connect at least two legs 14 at one or more elevations.
  • the at least one brace frame 20 is movable along the legs 14 to be positioned at one or more desired elevations.
  • a brace frame 20 may include sleeves 22 , as shown in FIG. 2 , fitted around each of two or more legs 14 of the self-installing platform 10 . Adjacent sleeves 22 are connected by brace members 24 to form a brace frame 20 .
  • the brace frame 20 is movably coupled to the legs 14 to allow positioning at any desired elevation along the legs 14 .
  • cables 36 (or cable system) in cooperation with winches or strand jacks (not shown) may be provided on the hull 12 and coupled to the brace frame 20 for lowering and raising the brace frame 20 .
  • the brace frame 20 may be secured to the legs 14 to provide a rigid connection in a horizontal plane.
  • the brace frame 20 may be secured to the legs 14 by grouting with a suitable filler joining or grout material 32 (see FIG. 2 ) or by a mechanical connection including, but not limited to, clamps. Further, guides (not shown) may be disposed within the sleeves 22 to prevent the sleeves 22 from scratching the legs 14 during lowering or raising of the brace frame 20 .
  • FIGS. 3A to 3C a rack and pinion system is provided for positioning the brace frame 20 along the legs 14 .
  • rack railways 26 are mounted along the legs 14 while pinions 28 are mounted to the brace frame 20 .
  • the pinions 28 are disposed in movable engagement with the rack railways 26 .
  • the pinions 28 may be actuated by a power source in either rotational direction as required.
  • FIG. 3B illustrates the brace frame 20 in an unsecured or unlocked arrangement in which clamps 34 are disengaged with the rack railways 26 .
  • the brace frame 20 may be rigidly secured to the legs 14 .
  • clamps 34 with compatible teeth configuration as the rack railway 26 are moved into locking engagement with the rack railways 26 .
  • FIG. 3C illustrates the brace frame 20 in a secured or locked arrangement in which clamps 34 are arranged in locking engagement with the rack railways 26 . This way, the brace frame 20 is prevented from undesirable movements and is rigidly secured to the legs 14 .
  • FIGS. 1A and 1B While a single brace frame 20 is provided in FIGS. 1A and 1B , it is to be appreciated that two or more brace frames 20 may be secured to the legs 14 at different elevations for providing increased rigidity.
  • FIGS. 4A and 4B illustrate a self-installing platform 10 with two brace frames 20 in a tow position and an installed position respectively.
  • FIGS. 1A and 1B illustrate a brace frame 20 having brace members 24 forming a square configuration
  • FIG. 5 illustrates a brace frame 20 having brace members 24 forming a square and a cross configuration.
  • FIGS. 1A and 1B illustrate brace members 24 in tubular form
  • the brace members 24 may take other forms including, but not limited to, rectangular hollow section, square truss and triangular truss.
  • FIG. 6 illustrates a brace frame 20 formed of a truss structure.
  • a method for installing a platform at an offshore site, without use of a floating crane, is described with reference to FIGS. 7A to 7D .
  • a self-installing platform 10 may be pre-assembled at a yard.
  • the self-installing platform 10 may comprise a hull 12 , legs 14 for supporting the hull 12 and at least one brace frame 20 movably coupled to at least two of the legs 14 .
  • Other components may be pre-assembled if required.
  • the pre-assembled self-installing platform 10 may be transported to an offshore site by a barge 40 which may be towed by another vessel (see FIG. 7A for a side view of a barge 40 supporting a pre-assembled self-installing platform 10 ).
  • the hull 12 is supported on the barge 40 with legs 14 of the self-installing platform 10 arranged in a raised position and alongside the barge 40 .
  • the brace frame 20 may be interposed between the hull 12 and the barge 40 .
  • the legs 14 of the self-installing platform 10 may be secured to the barge 40 during transportation. Footings 16 of the legs 14 may be disposed below the barge 40 or under the water surface 50 and pulled against the barge 40 .
  • the legs 14 may be individually or simultaneously lowered until the footings 16 of the legs 14 come into supporting contact with a seabed 55 or are penetrated into the seabed 55 (see FIG. 7B ).
  • Suitable equipment including, but not limited to, strand jacks may be used for lowering and raising the legs 14 and other components.
  • the footings 16 may be interconnected by a temporary frame (not shown) such that the positions of the footings 16 are fixed in a horizontal plane and would not displace relative to one another during lowering onto the seabed. This would prevent the footings 16 from penetrating the seabed with a relative offset which would cause difficulties subsequently when lowering the brace frame 20 . After the footings 16 have penetrated the seabed, the temporary frame may be removed.
  • the hull 12 and brace frame 20 may be raised relative to the legs 14 to provide sufficient clearance from the barge 40 (see FIG. 7C ) so that the barge 40 may be floated away from the self-installing platform 10 .
  • the brace frame 20 may then be lowered to a desired position, such as by lowering cables 36 coupled to the brace frame 20 (see FIG. 7D ) or by a rack and pinion system.
  • the brace frame 20 may be rigidly secured to the legs 14 , such as by a grout material 32 or by clamps 34 .
  • the pre-assembled self-installing platform may be floated to an offshore site without assistance of a barge.
  • the hull of the self-installing platform may be formed of a buoyant structure.
  • the brace frame may be supported below the barge during transportation.
  • the footings may be disposed alongside the barge during transportation.
  • the footings may have equal penetration where the seabed is relatively even or have differential penetration if the seabed is undulating.
  • a method for uninstalling the platform may be performed as follows.
  • the secured connection between the brace frame and legs may be removed.
  • the movable brace frame may be raised to a suitable height so that a barge may be moved under the hull of the platform and the brace frame (see for example FIG. 7C ).
  • the hull and the movable brace may be supported on the barge while the legs may be lifted into a raised position.
  • the legs may be secured to the barge which then transports the platform to a destination, e.g. another offshore site, or yard.

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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)

Abstract

Pre-assembled self installing platforms with improved performance due to additional rotational restraint to supporting legs and methods of installation. The platform includes a hull, legs movable relative to the hull, at least one brace frame movably connected to at least two of the legs. Upon installation, the brace frame may be positioned at a desired elevation and rigidly secured to the legs, providing rotational restraint to significantly reduce leg stress and increase rigidity of the legs. With the increased rigidity, it becomes possible to install platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway induced by adverse weather or sea conditions. As the brace frame is securable to the legs after the legs or footings are penetrated into or supported on the sea bed, differential penetration of legs or footings into the seabed becomes possible without risking large structural loads in the brace frame.

Description

    BACKGROUND
  • 1. Technical Field
  • Embodiments of the invention relate generally to apparatus and methods for improving the in place performance of a self-installing platform.
  • 2. Description of Related Art
  • Various methods of installing offshore platforms are available but have inherent problems.
  • One conventional method of installing fixed offshore platforms requires large floating cranes to lift and install a jacket structure onto the seabed, and subsequently lift and install a topside structure onto the installed jacket structure. This method is expensive due to limited availability and high operational and rental costs of the large floating cranes.
  • Alternative to using large floating cranes, self-installing platforms have been developed. These self-installing platforms may be completely assembled at the yard and include movable legs which can be moved up and down relative to the hull using a (temporary) jacking system. The legs are disposed in a raised position during tow and are lowered once the platform is at the offshore site.
  • One type of self-installing platform has a relatively light steel truss structure to support topside structures. The self-installing platforms may be transported by a barge which provides enhanced sea keeping characteristics during tow. The hull structure is supported by legs which are not interconnected, thereby resulting in a very flexible supporting structure. Accordingly, the platform can only be installed in relative shallow water and/or benign environments.
  • Another type of self-installing platform includes interconnected legs which provide a much stiffer supporting structure. Accordingly, the platform can be installed in deeper waters and/or harsher environments, unlike a platform without interconnected legs. However, it is not possible to tow the platform on a barge as the presence of a barge supporting the platform would prevent lowering of the interconnected legs. As such, the platform has to be specially designed to take the hydrostatic loads during tow and the small freeboard during tow renders the platform susceptible to green water. Further, when the legs are interconnected, the acceptable differential seabed penetration of the footings is within very narrow limits. If the differential penetration is too large, the bracings interconnecting the legs would experience large structural loads. Consequently, this type of self-installing platform can only be installed on a flat seabed.
  • Canadian Patent No. 1,117,301 (Evans, Darrell L.) discloses a self-contained jack up type drilling and production platform structure comprising a floatable barge-like hull with support legs which can be jacked up and down to lower and raise the hull with respect to the surface of the sea. A removable drilling module rests on top of the hull and extends over an opening therein between two of the support legs. Production equipment is arranged in the hull and communicates with the opening. Moveable conductor supports extend between the legs of the platform and serve to brace the drill string and production conduit conductors. However, the movable conductor supports are meant to support the drill string and production conduit conductors, and would not improve the performance of the support legs.
  • U.S. Pat. No. 4,245,928 (Nei et al.) discloses a method for the construction of a structure sufficiently reinforced particularly against a lateral force by driving the desired number of pile members into the water and integrally connecting these pile members with the brace members. The connection of the pile members with the brace members is accomplished by providing a gap between the brace and pile members, and filling the gap with a filler joining material having a powerful bonding force, such as an expansive mortar. The connecting work is devised to be performed safely and accurately on the surface of the water. However, various components of the structure have to be assembled at the offshore site which is a time-consuming and expensive process requiring floating cranes, and is therefore not a desirable alternative.
  • U.S. Pat. No. 2,837,897 (Nedderman et al.) relates one of its objects as providing an automatic underwater bracing system which is initially collapsed but which is automatically erected between the supporting columns as they are being lowered to bottom. The bracing system is primarily used to tension the cables connected to the bracing system so that the tensioned cables provide stiffness to the support structure.
  • U.S. Pat. No. 3,593,529 (Smulders) discloses a buoyant mobile drilling platform having a gap in its side in which is detachably disposed a permanent drilling platform. The two platforms are floated to the drilling site and temporarily emplaced. If a test drill shows the presence of gas or oil, then the permanent platform is permanently emplaced and the mobile platform is floated away.
  • SUMMARY
  • Embodiments of the invention relate to pre-assembled self-installing platforms which are provided with rotational restraint. A pre-assembled self-installing platform may include a hull, a plurality of supporting legs which are movable relative to the hull, and at least one brace frame which is movably connected to at least two of the plurality of legs and is securable to the at least two of the plurality of legs.
  • The self-installing platform may be pre-assembled before being transported to an offshore site for installation. At the offshore site, the plurality of legs of the self-installing platform may be lowered into the seabed. The brace frame may then be positioned at a desired elevation along the at least two of the plurality of legs and secured thereto. This way, rotational restraint is provided to significantly reduce leg stress and increase rigidity of the legs. With the increased rigidity, it has become possible to install platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway induced by adverse weather or sea conditions. As the brace frame is securable to the legs after the legs or footings are penetrated into or supported on the sea bed, differential penetration of legs or footings into the seabed is possible without risking large structural loads in the brace frame.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • Embodiments of the invention are disclosed hereinafter with reference to the drawings, in which:
  • FIG. 1A illustrates a self-installing platform with a movable brace frame during transportation according to one embodiment of the invention;
  • FIG. 1B illustrates a self-installing platform of FIG. 1A after installation;
  • FIG. 2 is a close-up view of a leg and brace frame connection of a self-installing platform with grouting;
  • FIG. 3A illustrates a self-installing platform having a movable brace frame movably coupled to the legs using a rack and pinion system;
  • FIG. 3B illustrates a leg and brace frame connection of FIG. 3A in an unsecured arrangement;
  • FIG. 3C illustrates a leg and brace frame connection of FIG. 3A in a secured arrangement;
  • FIG. 4A illustrates a self-installing platform with two movable brace frames during transportation according to one embodiment of the invention;
  • FIG. 4B illustrates a self-installing platform of FIG. 4A after installation;
  • FIG. 5 is a top view of a movable brace frame according to one embodiment of the invention;
  • FIG. 6 illustrates a self-installing platform having a movable brace frame formed of a truss structure according to one embodiment of the invention; and
  • FIGS. 7A to 7D illustrate a sequence for installing a self-installing platform according to one embodiment of the invention.
  • DETAILED DESCRIPTION
  • In the following description, numerous specific details are set forth in order to provide a thorough understanding of various illustrative embodiments of the invention. It will be understood, however, to one skilled in the art, that embodiments of the invention may be practiced without some or all of these specific details. In other instances, well known process operations have not been described in detail in order not to unnecessarily obscure pertinent aspects of embodiments being described. In the drawings, like reference numerals refer to same or similar functionalities or features throughout the several views.
  • According to embodiments of the invention, in which a platform includes a hull and supporting legs, at least one brace frame is provided which is movable along at least two legs of a platform and securable to the legs at any elevation. Upon securing the brace frame to the legs that provide a support structure to the platform, the brace frame provides rotational restraint to the legs, thus resulting in significantly reduced stress in the legs and a more rigid supporting structure. This would allow installation of platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway.
  • Reference is made to FIGS. 1A and 1B which illustrate a self-installing platform 10, according to one embodiment of the invention, during transportation (or tow) and after installation respectively. The hull 12 is illustrated as a truss structure for supporting topside modules (not shown) thereon. It is to be appreciated that the hull 12 may be formed of other suitable structures including, but not limited to, a barge type buoyant hull.
  • The supporting legs 14 of the self-installing platform 10 are movable relative to the hull 12 and adjustable between at least a raised (or stowed) position and a lowered (or installed) position depending on the operational status of the self-installing platform 10. Particularly, the legs 14 may be disposed for independent vertical movement relative to the hull 12, such as by using a jacking system provided on the hull. In FIGS. 1A and 1B, through holes are provided in the hull 12 for receiving the legs 14 and allowing the legs 14 to be lowered or raised. During transportation (FIG. 1A), the legs 14 are stowed in a raised position in which the legs 14 may be partially supported by the hull 12. The hull 12 may, in turn, be supported on a barge 40. Additionally, the legs 14 may be secured to the barge 40 or hull 12 during transportation to fixedly arrange the legs 14 in the raised position. During installation (FIG. 1B), the legs 14 are lowered relative to the hull 12 into an installed position in which the legs 14 support the hull 12. Additionally, the legs 14 may be secured to the hull 12 to fixedly arrange the legs 14 in the installed position.
  • In FIGS. 1A and 1B, the self-installing platform 10 includes four legs 14 of tubular type. In certain other embodiments of the invention, a self-installing platform 10 may have other number of legs 14, ranging from three and above. Also, the legs 14 may take other forms including, but not limited to, rectangular hollow section, square truss and triangular truss.
  • At bottom ends of the legs 14, footings 16 may be provided to provide sufficient bearing when the legs 14 are anchored to the seabed 55. Examples of suitable footings include, but are not limited to, suction cans, spud cans, and piled footings. At top ends of the legs 14, leg heads, having a cross-section larger than the legs 14 and the through holes receiving the legs 14, may be provided. Further, after the legs 14 are lowered into an installed position, the legs 14 may be secured to the hull 12, such as by bolts.
  • Rotational restraint of the legs 14 may be provided to increase stiffness and rigidity of the support structure of the self-installing platform 10 in the installed position. Particularly, at least one brace frame 20 may be provided to connect at least two legs 14 at one or more elevations. The at least one brace frame 20 is movable along the legs 14 to be positioned at one or more desired elevations. Once the brace frame 20 is secured to the legs 14, rotational restraint is provided to the legs 14 to significantly reduce leg stresses and increase rigidity of the supporting structure of the self-installing platform 10. With this increased rigidity, it has now become possible to install platforms in relatively deep waters and harsh environments, and yet preventing large overall platform sway induced by adverse weather or sea conditions. Accordingly, the rotational restraint provided to the legs 14 or supporting structure of a self-installing platform improves the in place performance of the self-installing platform.
  • In one embodiment of the invention, a brace frame 20 may include sleeves 22, as shown in FIG. 2, fitted around each of two or more legs 14 of the self-installing platform 10. Adjacent sleeves 22 are connected by brace members 24 to form a brace frame 20. The brace frame 20 is movably coupled to the legs 14 to allow positioning at any desired elevation along the legs 14. For this purpose, cables 36 (or cable system) in cooperation with winches or strand jacks (not shown) may be provided on the hull 12 and coupled to the brace frame 20 for lowering and raising the brace frame 20. After the brace frame 20 is positioned at a desired elevation, the brace frame 20 may be secured to the legs 14 to provide a rigid connection in a horizontal plane. In one example, the brace frame 20 may be secured to the legs 14 by grouting with a suitable filler joining or grout material 32 (see FIG. 2) or by a mechanical connection including, but not limited to, clamps. Further, guides (not shown) may be disposed within the sleeves 22 to prevent the sleeves 22 from scratching the legs 14 during lowering or raising of the brace frame 20.
  • It is to be appreciated that other devices for lowering and raising the brace frame 20 may be employed. In one embodiment of the invention as illustrated by FIGS. 3A to 3C, a rack and pinion system is provided for positioning the brace frame 20 along the legs 14. Particularly, rack railways 26 are mounted along the legs 14 while pinions 28 are mounted to the brace frame 20. The pinions 28 are disposed in movable engagement with the rack railways 26. To raise or lower the brace frame 20, the pinions 28 may be actuated by a power source in either rotational direction as required. FIG. 3B illustrates the brace frame 20 in an unsecured or unlocked arrangement in which clamps 34 are disengaged with the rack railways 26. After the brace frame 20 is positioned at a desired elevation, the brace frame 20 may be rigidly secured to the legs 14. For this purpose, clamps 34 with compatible teeth configuration as the rack railway 26 are moved into locking engagement with the rack railways 26. FIG. 3C illustrates the brace frame 20 in a secured or locked arrangement in which clamps 34 are arranged in locking engagement with the rack railways 26. This way, the brace frame 20 is prevented from undesirable movements and is rigidly secured to the legs 14.
  • While a single brace frame 20 is provided in FIGS. 1A and 1B, it is to be appreciated that two or more brace frames 20 may be secured to the legs 14 at different elevations for providing increased rigidity. FIGS. 4A and 4B illustrate a self-installing platform 10 with two brace frames 20 in a tow position and an installed position respectively.
  • In addition, while FIGS. 1A and 1B illustrate a brace frame 20 having brace members 24 forming a square configuration, other configurations may be envisaged. For example, FIG. 5 illustrates a brace frame 20 having brace members 24 forming a square and a cross configuration.
  • Further, while FIGS. 1A and 1B illustrate brace members 24 in tubular form, the brace members 24 may take other forms including, but not limited to, rectangular hollow section, square truss and triangular truss. FIG. 6 illustrates a brace frame 20 formed of a truss structure.
  • A method for installing a platform at an offshore site, without use of a floating crane, is described with reference to FIGS. 7A to 7D. A self-installing platform 10 may be pre-assembled at a yard. The self-installing platform 10 may comprise a hull 12, legs 14 for supporting the hull 12 and at least one brace frame 20 movably coupled to at least two of the legs 14. Other components may be pre-assembled if required. The pre-assembled self-installing platform 10 may be transported to an offshore site by a barge 40 which may be towed by another vessel (see FIG. 7A for a side view of a barge 40 supporting a pre-assembled self-installing platform 10). Particularly, the hull 12 is supported on the barge 40 with legs 14 of the self-installing platform 10 arranged in a raised position and alongside the barge 40. The brace frame 20 may be interposed between the hull 12 and the barge 40. The legs 14 of the self-installing platform 10 may be secured to the barge 40 during transportation. Footings 16 of the legs 14 may be disposed below the barge 40 or under the water surface 50 and pulled against the barge 40.
  • After reaching the desired offshore site, the legs 14 may be individually or simultaneously lowered until the footings 16 of the legs 14 come into supporting contact with a seabed 55 or are penetrated into the seabed 55 (see FIG. 7B). Suitable equipment including, but not limited to, strand jacks may be used for lowering and raising the legs 14 and other components. In certain embodiments, the footings 16 may be interconnected by a temporary frame (not shown) such that the positions of the footings 16 are fixed in a horizontal plane and would not displace relative to one another during lowering onto the seabed. This would prevent the footings 16 from penetrating the seabed with a relative offset which would cause difficulties subsequently when lowering the brace frame 20. After the footings 16 have penetrated the seabed, the temporary frame may be removed.
  • After the footings 16 are suitably supported on or penetrated into the seabed, the hull 12 and brace frame 20 may be raised relative to the legs 14 to provide sufficient clearance from the barge 40 (see FIG. 7C) so that the barge 40 may be floated away from the self-installing platform 10. The brace frame 20 may then be lowered to a desired position, such as by lowering cables 36 coupled to the brace frame 20 (see FIG. 7D) or by a rack and pinion system. After the brace frame 20 is positioned at the desired position, the brace frame 20 may be rigidly secured to the legs 14, such as by a grout material 32 or by clamps 34.
  • Using a barge for transporting the self-installing platform provides stability and enhanced sea keeping characteristics during tow, and also minimises risk of green water, i.e. relatively compact mass of water flowing onto platform, which would cause damage to the platform and any topside modules thereon. However, in certain other embodiments of the invention, the pre-assembled self-installing platform may be floated to an offshore site without assistance of a barge. In this connection, the hull of the self-installing platform may be formed of a buoyant structure.
  • Other variations to the above-described method may also be envisaged. For example, the brace frame may be supported below the barge during transportation. The footings may be disposed alongside the barge during transportation. Depending on the topology of the seabed, the footings may have equal penetration where the seabed is relatively even or have differential penetration if the seabed is undulating. An advantage of the brace frame, according to embodiments of the invention, is that a secured connection between a leg and a brace frame is made after the platform is installed on-site. This necessarily means that differential penetration would not introduce structural loads in the brace frame. This is in contrast with certain other types of self-installing platforms with interconnected legs, where differential penetration of support legs will result in considerable structural loads in the interconnecting bracings.
  • A method for uninstalling the platform may be performed as follows. The secured connection between the brace frame and legs may be removed. The movable brace frame may be raised to a suitable height so that a barge may be moved under the hull of the platform and the brace frame (see for example FIG. 7C). The hull and the movable brace may be supported on the barge while the legs may be lifted into a raised position. The legs may be secured to the barge which then transports the platform to a destination, e.g. another offshore site, or yard.
  • Other embodiments will be apparent to those skilled in the art from consideration of the specification and practice of the invention. Furthermore, certain terminology has been used for the purposes of descriptive clarity, and not to limit the disclosed embodiments of the invention. The embodiments and features described above should be considered exemplary, with the invention being defined by the appended claims.

Claims (11)

1. A pre-assembled self-installing platform comprising:
a hull;
a plurality of legs movable relative to the hull; and
at least one brace frame movably connected to at least two of the plurality of legs, wherein the at least one brace frame is securable to the at least two of the plurality of legs for providing rotational restraint thereto.
2. The pre-assembled self-installing platform of claim 1, wherein the at least one brace frame further includes:
a plurality of sleeves fitted around the at least two of the plurality of legs; and
at least one brace member connecting the plurality of sleeves.
3. The pre-assembled self-installing platform of claim 1, wherein the at least one brace frame includes a truss structure.
4. The pre-assembled self-installing platform of claim 1, wherein the at least one brace frame is securable to the at least two of the plurality of legs by one of a filler joining material and a clamp.
5. The pre-assembled self-installing platform of claim 1, further comprising: a plurality of guides interposed between the plurality of sleeves and the at least two of the plurality of legs for preventing scratching on the at least two of the plurality of legs.
6. The pre-assembled self-installing platform of claim 1, further comprising:
a rack and pinion system for movably connecting the at least one brace frame with the at least two of the plurality of legs; and
a plurality of clamps for securing the brace frame to the at least two of the plurality of legs at a desired elevation.
7. A method for installing a platform, comprising:
transporting a pre-assembled self-installing platform to an offshore site, the pre-assembled self-installing platform comprising:
a hull;
a plurality of legs movable relative to the hull, and
at least one brace frame movably connected to at least two of the plurality of legs, wherein the at least one brace frame is securable to the at least two of the plurality of legs for providing rotational restraint thereto;
lowering the plurality of legs into a seabed;
positioning the at least one brace member at a desired elevation along the at least two of the plurality of legs; and
securing the at least one brace member to the at least two of the plurality of legs.
8. The method of claim 7, wherein transporting a pre-assembled self-installing platform further includes transporting by a barge supporting the pre-assembled self-installing platform.
9. The method of claim 7, wherein transporting a pre-assembled self-installing platform further includes floating the pre-assembled self-installing platform.
10. The method of claim 7, wherein positioning the at least one brace member further includes lowering the at least one brace member using one of a cable system and a rack and pinion system.
11. The method of claim 7, wherein securing the at least one brace member to the at least two of the plurality of legs further includes securing using one of a filler joining material and a clamp.
US13/155,593 2010-06-09 2011-06-08 Movable brace frame for self-installing platform Abandoned US20110305521A1 (en)

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US20120063850A1 (en) * 2010-09-13 2012-03-15 Patrick Collins Marine-equipment installation method and apparatus
US20120183359A1 (en) * 2011-01-14 2012-07-19 The Glosten Associates, Inc. Installation method for water-submersible platforms and installation vessel
CN103147429A (en) * 2013-04-03 2013-06-12 宏华海洋油气装备(江苏)有限公司 Locking device for pile leg buried platform
US20140126961A1 (en) * 2012-11-05 2014-05-08 Timothy Felzien Low profile can descender
US8764346B1 (en) * 2010-06-07 2014-07-01 Nagan Srinivasan Tension-based tension leg platform
EP2770112A1 (en) 2013-02-20 2014-08-27 Overdick GmbH & co. KG Lifting device for offshore platforms
US20140326503A1 (en) * 2011-11-23 2014-11-06 Saipem S.P.A. System and method of executing an underwater well drilling program in the bed of a body of water, and auxiliary floating unit
US20150023737A1 (en) * 2013-07-19 2015-01-22 A.P. Møller - Mærsk A/S Jack-up rig and method of installing the same on location of operation
DE102014104546A1 (en) 2014-03-31 2015-10-01 Overdick Gmbh & Co. Kg lifting device
EP2982801A1 (en) * 2014-08-08 2016-02-10 Overdick GmbH & co. KG Offshore device with a platform and method for their foundation
CN105401577A (en) * 2014-09-10 2016-03-16 天津市海王星海上工程技术股份有限公司 Suction type pile shoe suitable for self-lifting platform and mounting method
KR101814623B1 (en) * 2016-06-20 2018-01-04 삼성중공업(주) Floating structure and method for installing offshore wind turbines using the same
WO2019213035A1 (en) * 2018-04-30 2019-11-07 Northern Offshore Ltd Multi-environment self-elevating vessel
KR20190136513A (en) * 2018-05-31 2019-12-10 삼성중공업 주식회사 Floating structure
CN110565612A (en) * 2019-09-03 2019-12-13 广东精铟海洋工程创新研究有限公司 Modular platform
CN113423891A (en) * 2018-09-25 2021-09-21 卡斯淘Msc有限公司 Method for stabilizing jack-up platform unit
KR20220022489A (en) * 2020-08-18 2022-02-28 삼성중공업 주식회사 Jack-up rig
CN115492070A (en) * 2022-09-30 2022-12-20 宏华海洋油气装备(江苏)有限公司 An offshore self-elevating permeable structure

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US8764346B1 (en) * 2010-06-07 2014-07-01 Nagan Srinivasan Tension-based tension leg platform
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EP2982801A1 (en) * 2014-08-08 2016-02-10 Overdick GmbH & co. KG Offshore device with a platform and method for their foundation
CN105401577A (en) * 2014-09-10 2016-03-16 天津市海王星海上工程技术股份有限公司 Suction type pile shoe suitable for self-lifting platform and mounting method
KR101814623B1 (en) * 2016-06-20 2018-01-04 삼성중공업(주) Floating structure and method for installing offshore wind turbines using the same
WO2019213035A1 (en) * 2018-04-30 2019-11-07 Northern Offshore Ltd Multi-environment self-elevating vessel
KR20190136513A (en) * 2018-05-31 2019-12-10 삼성중공업 주식회사 Floating structure
KR102070837B1 (en) * 2018-05-31 2020-01-29 삼성중공업 주식회사 Floating structure
CN113423891A (en) * 2018-09-25 2021-09-21 卡斯淘Msc有限公司 Method for stabilizing jack-up platform unit
CN110565612A (en) * 2019-09-03 2019-12-13 广东精铟海洋工程创新研究有限公司 Modular platform
KR20220022489A (en) * 2020-08-18 2022-02-28 삼성중공업 주식회사 Jack-up rig
KR102904589B1 (en) * 2020-08-18 2025-12-26 삼성중공업 주식회사 Jack-up rig
CN115492070A (en) * 2022-09-30 2022-12-20 宏华海洋油气装备(江苏)有限公司 An offshore self-elevating permeable structure

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