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.
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.
Embodiments of the invention are disclosed hereinafter with reference to the drawings, in which:
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
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
In
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
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
While a single brace frame 20 is provided in
In addition, while
Further, while
A method for installing a platform at an offshore site, without use of a floating crane, is described with reference to
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
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
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
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.
Number | Date | Country | Kind |
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201004049-1 | Jun 2010 | SG | national |