Abstract: A method for adjusting a marine or land habitation system to environmental conditions includes a method for moving a habitable chamber and a monopole column supporting the habitable chamber at a first end of the monopole column. The monopole column is controlled by motors. One motor moves the monopole column for moving the habitable chamber vertically, and the other motor rotates the habitable chamber to accommodate the wind direction.

Abstract: The present disclosure is for an improved system for floating docks that allows the floating dock to maintain its float position with changing tides and/or water levels. The floating dock assembly includes an anchoring system and one or more floats. The one or more floats may be connected to one or more anchoring systems. Each anchoring system includes a post, a sleeve assembly, and an anchor weldment. Each anchoring system also uses a counterweight that is disposed within the post to keep a tension on a wire rope which is connected to the anchor weldment. The anchor weldment is placed in the ground where the floating dock is installed.

Abstract: A marine or land habitation system includes a habitable chamber and a monopole column supporting the habitable chamber at a first end of the monopole column. The monopole column includes a second end, opposite the first end, for mounting in the seabed or dry land. The habitable chamber is moveable with respect to the column both rotationally and vertically.

Abstract: Marine habitation units are disclosed for use in the open sea. Each unit includes a habitable chamber; a column including a first end, and a second end, opposite the first end, the second end for mounting in a sea bed; and, and, a segment in communication with the habitable chamber, and the first end of the column. The segment is moveable both substantially vertically, and, rotatably, allowing the wherein the habitable chamber and the column to move substantially vertically, and, rotatably, with respect to each other.

Abstract: An offshore structure comprises a hull having a longitudinal axis, a first end, and a second end opposite the first end. In addition, the structure comprises an anchor coupled to the lower end of the hull and configured to secure the hull to the sea floor. The anchor has an aspect ratio less than 3:1. The hull includes a variable ballast chamber positioned axially between the first end and the second end of the hull and a first buoyant chamber positioned between the variable ballast chamber and the first end of the hull. The first buoyant chamber is filled with a gas and sealed from the surrounding environment. Further, the structure comprises a ballast control conduit in fluid communication with the variable ballast chamber and configured to supply a gas to the variable ballast chamber. The structure also comprises a topside mounted to the first end of the hull.

Abstract: A method of elevating the deck area of a marine platform (e.g., oil and gas well drilling or production platform) utilizes a specially configured sleeve support to support the platform legs so that they can be cut. Once cut, rams or jacks elevate the platform above the cuts. The sleeve support is then connected (e.g., welded) to the platform leg and becomes part of the structural support for the platform. In one embodiment, two sleeves are employed. In another embodiment, the jacks or rams elevate in two stages including a first stage wherein one sleeve elevates and the other sleeve does not elevate and a second stage wherein both sleeves elevate together.

Abstract: A method of elevating the deck area of a marine platform (e.g., oil and gas well drilling or production platform) utilizes a specially configured sleeve support to support the platform legs so that they can be cut. Once cut, rams or jacks elevate the platform above the cuts. The sleeve support is then connected (e.g., welded) to the platform leg and becomes part of the structural support for the platform. In one embodiment, two sleeves are employed. In another embodiment, the jacks or rams elevate in two stages including a first stage wherein one sleeve elevates and the other sleeve does not elevate and a second stage wherein both sleeves elevate together.

Abstract: A method of elevating the deck area of a marine platform (e.g., oil and gas well drilling or production platform) utilizes a specially configured sleeve support to support the platform legs so that they can be cut. Once cut, rams or jacks elevate the platform above the cuts. The sleeve support is then connected (e.g., welded) to the platform leg and becomes part of the structural support for the platform. In one embodiment, two sleeves are employed. In another embodiment, the jacks or rams elevate in two stages including a first stage wherein one sleeve elevates and the other sleeve does not elevate and a second stage wherein both sleeves elevate together.

Abstract: The invention is directed to a method for increasing the overturning moment resistance of a jack-up drilling rig that includes the step of attaching at least one lateral leg support to at least one jack-up leg, wherein the jack-up leg is secured and has a lattice framework. The invention is also directed to a system and apparatus for increasing the overturning moment resistance of a support member with a lattice framework.

Abstract: A jacking system for jacking a structure, includes a leg having a longitudinal axis and including first engagement parts along the leg, and a guiding frame displaceable along the leg. The guiding frame includes at least a first, second, third and fourth actuator, the actuators each having a first and second actuator part which in operation can displace with respect to one another along the leg, the first actuator part of the actuators coupled to the guiding frame, the second actuator parts of the actuators each coupled to first engagement parts for engaging and disengaging the first engagement parts of the leg for providing abutment in the longitudinal direction of the leg, the second actuator parts of the actuators displaceable along the leg past one another, and the actuators being arranged in pairs opposite one another with respect to a longitudinal plane of the leg.

Abstract: A vessel is provided that is an improvement over previously disclosed jack-up rigs and lift boats. The vessel has at least three thrusters and is self-propelled. The vessel additionally has a raised and hollow crane support on which a crane may be mounted. The crane support is preferably affixed to tracks, which permit the crane to slide along the deck of the vessel. The raised and hollowed feature of the crane support permits the storage of equipment and things beneath the crane support without hindering the movement of the crane along the tracks. Optionally, the vessel further has an extension assembly atop which may be deployed a workover rig assembly. The crane may be used to assemble the extension assembly and thus aid in the construction, remediation, and demolition of offshore oil and gas platforms and wells.

Abstract: The present invention relates to pins that may be selectably operated to engage and disengage socket bores in the assembly and disassembly of large structures, such as floating offshore platforms for deepwater applications. The pin connections can be engaged or disengaged robotically or under direct operator control. The construction and installation of structures utilizing the pin connections will typically use multiple sets of selectably operable pins to connect, support and stabilize the structural components of the structure.

Abstract: A vessel is provided that is an improvement over previously disclosed jack-up rigs and lift boats. The vessel has at least three thrusters and is self-propelled. The vessel additionally has a raised and hollow crane support on which a crane may be mounted. The crane support is affixed to tracks, which permit the crane to slide along the deck of the vessel. The raised and hollowed feature of the crane support permits the storage of equipment and things beneath the crane support without hindering the movement of the crane along the tracks. Optionally, the vessel further comprises a sub-base structure removably affixed to the transom of the vessel; a base structure removably affixed to the sub-base structure; and a work-over rig removably affixed to the base structure. Also provided herein are methods of using the crane and affixing the sub-base structure, base structure, and work-over rig to the vessel's transom.

Abstract: The present invention 10 discloses a collapsible pod for providing cathodic protection to a preferred structure 12. The present invention 10 has a top frame 20 and a bottom frame 22 with a plurality of folding leg segments 24 positioned therebetween. The leg segments are comprised of the anode material having a pivot 30 positioned at each distal end. Also extending between the top 20 and bottom 22 frame is the folded retaining means 28 that prevents random deployment of the structure. To expand the structure the folded retaining means 28 is disengaged whereby the top 20 and bottom 22 frame are spaced apart by the segmented leg elements 24. Also shown are stabilizers 26 and a rest channel 32 for the upper anode. Also disclosed is a lock bracket 34 forming a dual pivot point 30 for each leg segment 24. The lock bracket 34 provides means whereby each leg segment 24 lays in communication with each other adding rigidity to the folded structure.

Abstract: A pile based braced caisson structural support device includes a number of legs. These legs are configured in a teepee type configuration such that the footprint of the base is larger than the footprint of the opposing end. This structural support can be used as a base for an offshore drilling platform in that the support reduces the lateral forces on the support caused by wave action.

Abstract: A sacrificial impact-absorbing and energy-dissipating structure for protecting marine facilities from the destructive force of an accidental impact by a marine vessel is constructed from a plurality of inexpensive steel pipes or tubular members that are permanently secured together as by welding to form an open three-dimensional rectilinear framework of plastically deformable material in which the interior of some or all of the tubular members are in fluid communication. One or more of the tubular members forming the structure can be filled with water, a rigid foam material and/or wooden elements that will provide additional energy-dissipation capabilities in the event that the containing tube is subjected to a deforming impact. Optionally, filler ports, discharge ports, pressure relief plugs, and valves can be provided on one or more of the tubular members.

Abstract: The invention relates to a leg assembly for an offshore structure, such as a self-elevating jack-up rig. The leg assembly has a pair of parallel leg chords divided into a plurality of sections by transverse bracing members. A unit of angular bracing members is secured within each such section. The unit has four angular members defining a rhombus, with each angular bracing member attached to a transverse bracing member and an adjacent leg chord. The braces are connected at four points to each other. The leg assembly is free from obstructing, drag-increasing auxiliary braces.

Abstract: A method and apparatus for an improved drilling rig of jack-up type is provided. The drilling rig has a frame part comprising a working deck and an essentially plane-shaped bottom. Three feet are provided in the frame and are operated by lifting devices. The feet support the frame on the sea bottom during a drilling operation and are lifted off the sea bottom when the drilling rig is transported. A drilling unit is movably arranged on the frame part and can be moved substantially outside the frame during a drilling operation. A residence unit is also provided on the frame and is movable in a direction opposite that of the drilling unit at least during the drilling operation. An air bed is blown into an airspace which is arranged below the frame part of the drilling rig. The air bed is dischargeable for transportation of the drilling rig.

Abstract: A bottom supporting construction for a leg end of a displaceable jack-up platform including a block-shaped leg end part and a supporting element which can be positioned and anchored on a bottom under water and which is provided with a supporting face for a leg end, while a resilient sealing collar, closed upon itself, and a buffer, which in unloaded condition have a height less than that of the sealing collar, are arranged so that when the leg end comes to rest on the supporting element, a space closed off from the environment is formed between that leg end, that sealing collar and the supporting face, and closable discharge is present for enabling water to be discharged from that space. If so desired, upwardly extending support can be arranged on the supporting face, which receive the leg end at least locally with relatively close abutment, so that that support can support the leg end in horizontal direction.

Abstract: A marine structure, for example an offshore production plantform comprises a floating base section, which can be flooded, having caissons thereon and a topsides mounted on the caissons. The caissons comprise at least two telescopic sections,the uppermost section carrying the topsides and the lowermost being mounted on the base. The structure can be installed by supporting hte topsides for example, using the derrick of a jack-up rig, and then partially flooding the base section until the jack-up rig is supporting the topsides. On lowering the hook, more of the topsides weight is applied to the base and the structure sinks to the sea-bed where it is secured by grouting. The upper supported section is then lifted to the desired height and the telescopic sections locked. Piling and drill casings, strings etc. may be lowered through the topsides into the hollow regions within the legs.

Abstract: This method for raising a platform comprising a platform proper or deck carried by legs bearing on the sea bed comprises: fixing on each of the legs (2) of the platform a raising device (4) constituting a reinforcing device whose regions of fixing to the legs (2) are located on each side of a region of the leg to be cut; cutting the leg so as to divide it into a lower portion (2a) and an upper portion (2b); when all the legs have been cut, actuating the raising devices associated with each of the legs so as to raise the platform to an extent corresponding to the desired raising while controlling the attitude of the platform, and fixing between the ends of the portions (2a) and (2b) of each leg a heightening element (5) which once more interconnects the two portions of the leg, and removing the raising devices.

Abstract: A jackdown tension leg platform is set forth which may be used for processing a commodity liberated from the ocean floor by one or more wells. The platform includes a closed buoyant hull which houses production equipment and at least one connector disposed on the hull for vertical relative movement. The connector has one end secured to the ocean floor and is moved upwardly relative to the hull to submerge the hull to a depth below the majority of the ocean's hydrostatic forces and, at the same time, tension the connector to hold and stabilize the hull over the wells. Conduits are connected between the wells and the submerged hull and between the hull and the surface. A crew module may be provided above the surface atop the connector with a trunk disposed between the module and submerged hull to provide access therebetween.

Abstract: The present invention provides methods and apparatus for tension compensation in the tension legs used to moor a floating platform to the sea floor. The apparatus includes one or more hydraulic jacks, each having a cylinder coupled through a load block to a tension leg, and having a piston cooperating with a load block plug coupled to the floating platform. An accumulator supplies hydraulic fluid to the jacks to compensatingly adjust the relative position of the piston and cylinder to selectively maintain the tension loading of the tension leg.

Abstract: An offshore service vehicle of tricycle configuration employs three vertical legs to support a platform which remains above the water surface as the vehicle travels from a dry land station outwardly to service stations offshore such, for example, as a stationary tower or anchored barge. One of the legs at a forward location is rotatable for steering. Wheels at the bottoms of the legs are individually driven by motors in sealed housings immediately adjacent of the legs.

Abstract: A bridge pier is constructed from a number of serially gradated cribs nestable one within the other for transportation and manually mountable one upon the other in order of decreasing size on arrival at a site by the use of rotatable davits attachable to each upper-most crib in turn. When used for dry gap bridging the cribs are assembled upon a pair of adjustable length telescopic legs each pivotally connected to a load-spreading grillage and adjustable for use on slopes of up to 1 in 20. Both initial levelling and subsequent adjustment for ground settlement can be achieved by adjustment of the telescopic legs. When required for use in deep water bridging the cribs may be mounted directly upon a pontoon.

Abstract: An equilateral derrick structure such as for use in erecting chimneys and the like, wherein a plurality of horizontal members, upright diagonal brace members, and vertical column members are interconnected by a plurality of connectors to provide a desired three-dimensional framework derrick. The horizontal members may define a first kind of structural element, the brace members may define a second kind of structural element differing from the first kind, and the column members may define a third kind of structural element differing from each of the first and second kinds. The connectors may be formed as unitary members having a center portion defining a right circularly cylindrical hole for receiving corresponding right circularly cylindrical column members. The connectors may further define outwardly projecting flanges for connection of the horizontal members and diagonal brace members thereto.

Abstract: A hollow generally circular horizontal float body is provided. The body tapers in thickness from its central portion of its outer periphery and includes upper and lower walls which are inclined downwardly and upwardly, respectively, from the central portion to the outer periphery of the body. A horizontal work platform is spaced above the body and supported therefrom by upstanding supports extending and secured between the body and the platform at points spaced about the central portion of the body. The body includes a central vertical passage therethrough and the interior of the body spaced outwardly of and about the central portion includes structure defining ballast tanks which may be selectively flooded and evacuated of water.