Abstract: The invention relates to a device for manufacturing a foundation for a mass located at height, such as the jacket of a wind turbine or a jetty, wherein the foundation comprises a quantity of piles driven into an underwater bottom in a geometric pattern. The device comprises a positioning framework of a number of mutually connected guide tubes arranged in a geometric pattern and adapted to receive and guide a pile to be driven into the underwater bottom, wherein the guide tubes comprise a mechanism with which at least an internal wall part of the guide tubes is displaceable in the radial direction of the guide tubes from a radially inward support position for the pile to a radially more outward position in which the internal wall part substantially releases the pile. The invention also relates to a method and an assembly of a jack-up platform and the device.

Abstract: A floatable building foundation comprises a steel beam support frame platform with buoyancy provided by underlying pontoons and/or foam billets. Vertical movement of the platform in response to a storm surge is constrained by cuboidal column guides at the four corners. Each of the column guides comprises two tiers of square roller frames, within each of which is an I-beam engaged between the flanges on either side by two rollers supported on horizontal axes. The orientations of the I-beams and rollers alternate orthogonally at each corner of the platform, so that torques generated by uneven buoyancy are suppressed and do not result in jamming of the platform as it rises.

Abstract: The inventive subject matter provides apparatus, systems and methods by which one can safely and effectively store fluids in undersea environments. Fluid is stored in a flexible bladder that is at least partially enclosed in a vessel. The bladder is coupled to a support, which supports the weight of the bladder with the aid of a support driver. A sensor may be used to monitor the position of the support, allowing determination of the volume of the bladder.

Abstract: A subsea assembly comprises a first structure (1) including a plurality of substantially parallel guide posts (4) and a second structure (2) comprising a support and depending therefrom a plurality of tubular receptacles (12) each positioned for fitment on a respective one of the guide posts. At least one of the receptacles includes a plurality of longitudinally disposed semi-elliptical springs (15) disposed to engage the exterior of the respective guide post (4) and thereby to axially centre the receptacle with respect to the guide post. In a converse arrangement at least one of the posts (4) carries a plurality of longitudinally disposed semi-elliptical springs (15) disposed to engage the interior of the respective receptacle (12) and thereby to axially centre the receptacle with respect to the guide post.

Abstract: Disclosed are systems and methods for limiting structural damage to an affected offshore platform and preventing damage spread from the affected offshore platform to another platform during an accident or an emergency condition. An offshore platform arrangement includes a mobile offshore production unit (MOPU), a mobile storage platform and a mobile offloading platform which are disposed at a clearance distance from one another. The platforms are fluidly connected by pipes to allow hydrocarbon fluid transfer therebetween. The pipes are adapted to cease fluid communication of hydrocarbon fluid between platforms for preventing damage spread therebetween. Also disclosed is an offloading system for hydrocarbon fluid transfer which includes a lifting system having an extendable lifting arm and a spreader frame platform rotatably coupled to the lifting arm. The spreader frame platform is operable to support a transfer skid and allow angular adjustment of the transfer skid in a horizontal plane.

Abstract: A method of installing a structure on a bed of a sea, estuary or river from a floating installation vessel is described. In such a method a plurality of attachment piles and corresponding installation rigs are attached to the structure prior to deployment of the structure. In addition, respective umbilical control cables are connected to the installation rigs prior to deployment of the structure. The structure is deployed from a floating vessel to a bed of a sea, estuary or river, such that, when the structure is located on the bed, the umbilical control cables do not support the structure or installation rigs. A single installation operation for each attachment pile is performed, in which operation an installation rig is activated so as to install fully the corresponding attachment pile in the bed, without removal of the umbilical control cable or the installation rig therefrom.

Abstract: The present invention relates to a method for transporting a blade for a wind turbine, comprising the steps of lowering said wind turbine blade into water, whereby it floats, and transporting said blade in the water. The invention further relates to a wind turbine blade with its holes sealed, making the blade transportable by floating, and a blade comprising a keel, propeller and a rudder.

Abstract: An apparatus, system and method for recovery of artifacts and eradication of invasive species in aquatic environments. The structure may comprise an elongate flexible bladder blanket divider having first and second ends. The structure may have an open bore vertical support operably coupled to the first and second ends. Each end extends into the open bore vertical support and rests on at least one apron bladder of an apron bladder bundle. The at least one apron bladder is contained in the open bore vertical support and at least one apron bladder is between the end of the vertical support and the bottom of the body of water. A method of using the apparatus, comprising providing an apparatus having variable volume first and second compartments separated by a flexible bladder blanket divider; and introducing agents through openings in the bladder to control the growth of or kill the invasive organisms.

Abstract: A water habitat platform is created from converted trash and rubbish found within the oceans. A process separates the trash from water to identify the raw materials, which are then converted into building blocks. The blocks are used to create platforms or islands that sustain themselves using power generated from tidal forces. The islands are connected to each other and movable.

Abstract: A platform for offshore drilling and/or production operations comprises an equipment deck. In addition, the platform comprises a buoyant hull coupled to the equipment deck and configured to extend below the surface of the water. The hull comprises a first column having a central axis, an upper end coupled to the deck, a lower end distal the deck, and a plurality of axially stacked cells between the upper end and the lower end. Each cell defining an inner chamber within the cell and an exterior region outside the cell. The plurality of cells includes a first cell extending from the upper end of the first sub-column and a second cell axially positioned below the first cell. The first cell is water-tight. Further, the second cell includes a gas port configured to supply a buoyancy control gas to the inner chamber of the second cell.

Abstract: Construction of buildings in deep sea by conventional methods is extremely difficult. A new technology by using steel fences and anchors, and fixed by inserted rocks, will be demonstrated with the example of efficient vertical Tsunami barriers extending at least 50 m up to 4 km below sea level. New gained land surface and also the fishing farms between Tsunami barrier and shore may compensate most of the costs. Walls and buildings in deep sea may assist deep-sea mining. Vertical walls extending above sea level, preferably protected with hanging triangular structures as surge stoppers, with massive stabilization landward, will replace conventional dikes and levees and will save land areas. Vertical walls of fences extending above sea level, which are circular and filled with rocks, surround pillars to protect off-shore platforms, windpower plants, bridge pillars and other submarine structures.

Abstract: A method for mounting at last one tidal turbine and its associated support structures in a river or sea bed. The turbine and associated support structures are joined to a base of such weight as to involve gravitational forces of such magnitude as to be sufficient to withstand forces acting to tend to displace the turbine and its associated support structures. The base structure can be pre-assembled and transported to a required location of installation by lowering to the sea or river bed. Conveniently, the transportation is by means of an installation vessel incorporating a facility for lowering the entire assembly including at least one turbine, a support column, and the base structure in a controlled manner to rest at a desired position on the river or sea bed.

Abstract: Multi-cylinder buoyant island structures, such as may be used for staging and storage related to offshore oil and gas production activities, and methods of use and manufacture.

Abstract: An apparatus, system and method for recovery of artifacts and eradication of invasive species in aquatic environments. The structure may comprise an elongate flexible bladder blanket divider having first and second ends. The structure may have an open bore vertical support operably coupled to the first and second ends. Each end extends into the open bore vertical support and rests on at least one apron bladder of an apron bladder bundle. The at least one apron bladder is contained in the open bore vertical support and at least one apron bladder is between the end of the vertical support and the bottom of the body of water. A method of using the apparatus, comprising providing an apparatus having variable volume first and second compartments separated by a flexible bladder blanket divider; and introducing agents through openings in the bladder to control the growth of or kill the invasive organisms.

Abstract: A method of performing an under water operation on a structure (10) or in the vicinity of the structure includes providing a device (18) having a movable arm (20) and at least a first support (22) constructed to be connected to the structure, the movable arm (20) directly or indirectly connected at a proximal end (34) to the support, the first movable arm having a first tool (30) connected to a distal end (36) of the first movable arm, at least one actuator (33) configured to controllably move the first tool (30) in a three dimensional working range in order to position the first tool at a target location, attaching the device to the structure via the at least one support, and-moving the tool in three dimensions and performing an operation under water.

Abstract: In one aspect, an apparatus for placement of a mat underwater is provided that includes a frame configured to be attached to a lifting mechanism and a connector mechanism disposed on the frame configured to couple to a first side of the mat and support the mat when coupled to and lifted by the first side. The apparatus also includes a release mechanism coupled to the connector mechanism and configured to release the mat from the connector mechanism upon receiving an input.

Abstract: A removal impact cover (14) for a marine riser buoyancy module (10) has an arcuate shape with an open face (21). The cover (14) has a number of recesses (18) arranged to engage with recesses (22) on the module (10). The recesses (18) each contain an aperture (20) and the recesses (22) each contain an aperture (23). The cover (14) and the module (10) are engaged by fastening means preferably extending the apertures 20 and 23. More preferably the engaged cover (14) is spaced from the module (10) to reduce direct transmission of forces to the module (10).

Abstract: An apparatus for loading a topside onto a jacket is provided. The apparatus may include: a projecting structure extending beyond a deck of a marine vessel wherein the projecting structure configured to support the topside and the projecting structure is dimensioned sufficiently long enough to allow the marine vessel to approach a submerged jacket and position the topside above the submerged jacket without having the marine vessel contact the jacket; and a support configured to support the topside above the projecting structure. A method for one of installing and removing a topside from a jacket may be provided. The method may include: positioning sponsons attached to a marine vessel around a jacket; supporting at least part of the weight of the topside on the sponsons; and one of attaching and detaching the topside and jacket.

Abstract: Embodiments of gravity base structures are disclosed that comprise first and second elongated base sections separated by an open region and configured to support the on-bottom weight of the structure and be supported by the floor of the body of water, and an upper section positioned above the open region and configured to extend at least partially above the water surface to support topside structures. Some embodiments further comprise first and second inclined sections coupling the base sections to the upper section.

Abstract: The present disclosure provides an improved design for a multi-sectional truss spar hull platform having a truss and a spar hull. One or more sections can be transported to a designated location and off-loaded into water from an available transport vessel. The truss includes a skirt tank at the upper end of truss that can be coupled to the lower end of the hull. The skirt tank can provide buoyancy during float-off and mating operations to the hull. The skirt tank is designed to allow the portion above the water to be coupled to the hull in a first orientation, the truss with the skirt tank rotated with the hull in the water to a second orientation to expose the previously underwater portion, and then the previously underwater portion can be coupled together above the water. The integral skirt tank will be flooded after the spar hull is up-ended.

Abstract: Embodiments of gravity base structures are disclosed that comprise first and second elongated base sections separated by an open region and configured to support the on-bottom weight of the structure on a seabed, and an upper section positioned above the open region and configured to extend at least partially above the water surface to support topside structures. Some embodiments further comprise first and second inclined sections coupling the base sections to the upper section. Some embodiments comprise a skirt structure below the base sections for facilitating engagement with the seabed. Some embodiments comprise selectively fillable internal fluid chambers to facilitate raising and lowering the structure in a sea and relocating the structure.

Abstract: A cable hang-off arrangement for an elevated support including a cable assembly with a flexible reinforced protective tube for accommodating a transmission cable arrangement, a mounting assembly arranged on the elevated support, and a lifting assembly for lifting the cable assembly from a lower level to the elevated support, which lifting assembly is realised to engage with the mounting assembly such that the cable assembly is suspended between the elevated support and the lower level. An offshore facility mounted on an elevated support above a variable lower level including a transmission cable arrangement and a flexible protective tube for guiding the transmission cable arrangement through an essentially vertical direction from the elevated support to the lower level into an essentially horizontal direction at the lower level is also provided. A method of mounting such a cable hang-off arrangement is also provided.

Abstract: A Floating Salt Farm is a system which uses extracted seawater to reliably and regularly produce substantial amounts of crystallized salt and bittern through the evaporation process. The seawater used for the evaporation process of the Floating Salt Farm can be 1) seawater affected by volcanic activities, 2) seawater affected by spring water from thermal springs, and 3) seawater extracted from specific water depths and from specific offshore locations. The crystallized salt and bittern to be produced are affected by placing contents, such as volcanic rocks, inside the evaporator tank with the seawater during the evaporation process.

Abstract: Disclosed are methods for replacing a used wire rope segment or for installing a new wire rope segment in a mooring line useful for mooring a floating vessel such as a floating storage and offloading (FSO) vessel. The methods utilize platforms adapted to be mounted onto anchor handling vessels (AHVs) for severing the used wire rope segment and connecting the new wire rope segment thereon.

Abstract: A device (10) for performing an under water operation on an at least partially submerged structure (40) or in the vicinity of the at least partially submerged structure includes a base (15) including at least one coupling (20) for coupling the device to the structure; at least a first articulated movable arm (30) directly or indirectly connected at a proximal end thereof (31) to the base, the first movable arm including a tool (60) connected to a distal end (29) of the first movable arm, where the tool is movable in a three dimensional working range about the base, where the base includes at least one rail (22A, 22B), and where the movable arm (30) includes a support carriage (32) which engages with the rail in order to allow the movable arm to move along the rail.

Abstract: The invention relates to a maintenance platform (1, 10) for an oil rig equipped with a work platform and at least three frame legs (2) b, particularly a jackup oil rig, wherein at least one corner module (6) having at least one platform can be moved along at least one frame leg (2) of the oil rig, wherein the at least one corner module (6) is equipped with at least one climbing unit (110), which positively interacts with at least one gearing system (4) that is arranged on the frame leg (2) in order to bring about an up or down movement of the at least one corner module (6) along the frame leg (2).

Abstract: An offshore structure for deploying and retrieving underwater electrical power generators that converts energy derived from water currents into electrical energy. The offshore structural platform includes a pair of vertical guide rails to guide a propulsion device lowering said generator underwater onto a seabed propulsion device. The seabed propulsion device is engaged on an underwater seabed rail system and transports the generator onto one of many unique frames specifically designed to support underwater generators. Securing devices are utilized to ensure the generators remain anchored to each propulsion device and to the unique frame. Rail transferring elements are also utilized for a smooth and safe transition during the transport process.

Abstract: A platform (10) with a central region (70) for production and/or processing and/or storage of hydrocarbons, has a hose reel (30) arranged adjacent to a service area (50). The hose reel is arranged outside the central region and oriented with its axis of rotation (a-a) being directed towards the central region, and the service area is not between the reel and the central region.

Abstract: A structure (20) for loading and unloading at least one fluid transport ship (1): a ship (1) mooring platform (21), comprising at least one concrete caisson (22) having an opening and closing device for moving the caisson by filling water, between a flotation position for transporting the platform, and a position anchored at the bottom of the sea. The platform comprises a submerged lower anchoring portion and an upper portion, partially outside of the water, for berthing the ship.

Abstract: A support structure for an offshore device and a method of assembling and installing the support structure, is provided including a vertical guide sleeve having, three elongated guide sleeves positioned around the vertical guide sleeve, and various braces connecting the elongated sleeves and the vertical guide sleeve. The support structure also includes a transition joint including a cylindrical portion for connection to an offshore device, such as a support tower of a wind turbine assembly, and a convex portion connected to the vertical guide sleeve. The transition joint may include a strengthening material in contact with an inner surface. The vertical sleeve, elongated sleeves, braces, and transition joint can be assembled onshore with lower piles installed in the elongated sleeves, this guide portion of the structure transported to the offshore location, and then piles driven to secure the structure to the floor of a body of water.

Abstract: An offshore floating production, storage, and off-loading vessel has a hull of generally cylindrical or polygonal configuration surrounding a central double tapered conical moon pool and contains water ballast and oil and/or liquefied gas storage compartments. An adjustable water ballast system induces heave, roll, pitch and surge motions of the vessel to dynamically position and maneuver the vessel. The moon pool shape and other devices on the vessel provide added virtual mass for increasing the natural period of the roll and heave modes, reducing dynamic amplification and resonance due to waves and vessel motion, and facilitate maneuvering the vessel. A disconnectable turret buoy at the bottom of the moon pool connects risers and mooring lines.

Abstract: These Ocean rafts for mining hydrogen consist of a variety of structurally connected modules that form seaworthy powered maneuverable floating ocean platforms for an on-board hydrogen mining and storage facility, as well as an oxygen, distillation, and mineral recovery operation. These operations shall be powered by synergistic clean energy systems consisting of: a photogalvanic solar array; wind turbines; perimeter wave action devices; and mechanisms that derive electrical energy from the variable tension on the anchor lines. There may also be a small on-board nuclear reactor to generate continuous additional electricity. Underwater propellers powered by fuelcells, capable of a full 360 degree rotation and located on the corners of the platform, will enable rotation and navigation of the entire assembly.

Abstract: The invention relates to a method of building a harbor structure suitable for communicating with a stretch of water. The invention is characterized in that the method consists in making, in a piece of ground, at least one curved continuous wall having a closed outline, in digging out the volume defined by the continuous wall, and in providing at least one opening in the continuous wall, said opening making it possible to cause said volume to communicate with the stretch of water.

Abstract: A combined piloting method of remote operated underwater vehicles includes: connecting, to a vertical profile, a constraint device including at least two arms arranged at a reciprocal fixed angular position, each of the at least two docking arms including at a first end a device for the hooking of a remote operated underwater vehicle, the at least two docking arms being constrained at one of their second ends to a device for the sliding and rotating hooking to the vertical profile; connecting at least two remote operated vehicles to the constraint device; detecting the position of the overall structure consisting of the constraint device and remote operated vehicles; detecting the orientation of each of the remote operated vehicles; receiving data relating to the position and orientation to be reached; determining the power required by each remote operated vehicle; and transmitting related commands to each vehicle.

Abstract: A steel pipeline (22) extends in a shallow catenary curve between two floating structures (12, 14). The pipeline is connected to each floating structure in a joint (60, 60B) that has a center lying on or very close to the pitch and roll axes (54, 56, 54B, 56B) of the corresponding structure hull. A first structure has a recess (52) extending upward from the bottom of the first structure hull to at least the pitch and roll axes of the hull. The shallow catenary curve pipeline extends at an incline (C) of many degrees to the vertical into the recess, and the pipeline end (30) connects to a pipe connector (70) lying on the pitch and roll axes. The pipe connector preferably allows free relative pivoting of a plurality of degrees about horizontal axes between itself and the first pipe end.

Abstract: Methods and apparatus for installing underwater devices on sub-sea structures. The apparatus can include a body having at least one pair of support members extending therefrom. At least one actuator, adapted to move in a linear direction, can be disposed on each support member. At least one connector can be disposed on each actuator. The connector can include at least one aperture disposed therethrough for receiving an attachment member.

Abstract: An apparatus is provided for moving a floating or submerged marine structure. Embodiments include a track fixedly mounted near or under the waterline surface, extending from a first point to a second point for defining a path of motion of the marine structure. A riser cable has a first end movably attached to the track between the first and second points, and a second end fixedly attached to the marine structure. A trolley is attached to the first end of the riser cable between the first end and the track, and has a roller for engaging the track for distributing environmental forces of the marine structure to the track. A drive unit is attached to the marine structure (or to the trolley) for moving the marine structure (or the trolley) such that the marine structure or one end of the marine structure moves along the path of the track.

Abstract: A method of building a structure in the presence of water includes providing two or more three-sided elongated triangular bodies that has a first end, a second end, and an internal flow passage that extends between the first end and the second end. Each of the triangular bodies has an apex with a base opposed to the apex. Each of the triangular bodies is positioned in side by side relation, with the flow passage of one or more of the triangular bodies serving as a flow path for water. A road, a bridge or a dock is positioned transversely across the triangular bodies.

Abstract: Described are structures, such as wind turbine structures for offshore sites, comprising transport elements configured for complementary mating with engagement elements of a clamp, which allow for transporting of the structures using that clamp. Generally, the transport element is provided at an attachment region of a tower, or the like, where the tower would attach to a support, such as a jacket. There is also described apparatus for allowing for transport of a wind turbine structure, comprising a clamp. In some cases, the apparatus is also configured so as to modify the effective centre of gravity of an associated structure, and/or the effective centre of inertia of an associated structure.

Abstract: The present invention relates to a floating wind turbine (1), comprising a rotor (3), an upper column (5) connected to the rotor (3), and a stabilizer tank (4) disposed between the upper column (5) and a lower column (6), and an anchor (7) rotatably connected to the lower column (6), the stabilizer tank (4) having its centre of buoyancy eccentrically arranged in relation to a longitudinal centre axis through the upper (5) and the lower (6) column. The invention also relates to a method for the mounting and installation of a floating wind turbine (1).

Abstract: A vessel for removal and/or installation of at least a part of a sea platform includes a support structure and a top side. The vessel includes a hull and two support arms located at a distance from each other and attached to the hull. In use, the support arms extend beyond the hull in a substantially horizontal direction.

Abstract: An amphibian artificial island (100) adapted for habitation of humans and aquatic flora and fauna. The island is integrally configured and comprises : (i) an underwater portion (20) sitting on a seabed adapted to enable sea water (free) flow; (ii) an above-water platform (30); and possibly, (iii) recreation and/or accommodation facilities (40). The unified bi-functional artificial island enables both humans and aquatic flora and fauna coexistence.

Abstract: The invention relates to a method for producing an underwater foundation element in a bed of a body of water, in which a working platform for guiding a drilling tool is lowered to the bed of a body of water, with the drilling tool a drill-hole is introduced into the bed of a body of water and a pile-shaped underwater foundation element is arranged in the drill-hole and anchored therein. A precise alignment is achieved in that on the pile-shaped underwater foundation element a measuring unit is fixed, through which positional data of the pile-shaped underwater foundation element are determined and in that depending on the determined positional data the position of the underwater foundation element is set by means of at least one positioning means on the working platform prior to anchoring. In accordance with the invention the measuring unit is arranged on an adjustment head.

Abstract: A method comprising providing a first vessel floating on a surface of a body of water; connecting a first line from the first vessel to a subsea structure; lifting the subsea structure within the body of water; connecting a second line from a second vessel to the subsea structure; disconnecting the first line from the subsea structure; and lifting subsea structure to the second vessel with the second line.

Abstract: A marine structure comprising a supporting member that comprises a wall at least partially delimiting said supporting member such that an inner side of said wall is arranged to at least partially delimit an inner volume of said supporting member and an outer side of said wall is arranged to face the ambient environment of said supporting member. The marine structure further comprises a drain pipe adapted to guide fluid from said marine structure to a body of water at least partially surrounding said marine structure. At least a portion of said outer side of said wall partially delimits said drain pipe.

Abstract: Provided is a construction apparatus for safe and smooth construction of a floating offshore wind turbine generator in deep sea. The construction apparatus for constructing the offshore wind turbine generator with a crane ship includes a guide member attached to the crane ship in a work position perpendicular thereto such that a bottom end of the guide member is disposed under the sea and at least one pair of arm units that include grippers capable of holding and releasing a tower member divided into a plurality of segments in an axial direction and that slide along the guide member.

Abstract: A support platform for enabling a worker to service an oil well next to a wellhead having a valve tree includes: a) a platform having an upper floor, a lower floor and a cellar in between the floors; b) a platform having a periphery, a central opening and radially extending beams; c) a plurality of walls attached to the periphery of the platform, said beams connecting to said walls below said upper floor; d) a drain that enables fluid to drain from the upper floor to the lower floor; e) a coupler that spans between the floors for enabling a connection to be made between the platform and valve tree; and f) a liquid guard or other provision that disallows the escape of fluid from a floor via the central opening.

Abstract: A floating security barrier and method of use includes a plurality of buoys that are placed on a water surface and about a marine structure or platform to be protected. A plurality of trusses are provided, each truss spanning between a pair of buoys. A connection joins each truss at its end portion to a buoy. In one embodiment, the connection is above the center of gravity of the truss. A curtain depends downwardly from each truss, spanning between the truss and the water surface area. The curtain can extend below the surface of the water. The method includes encircling a structure to be protected with a plurality of buoys, each buoy connected with a truss that spans between a pair of buoys. Each truss preferably connects to a buoy at a position that is above the center of gravity of the truss. The method includes hanging a curtain downwardly from its truss, the curtain spanning between the truss and the water surface area.

Abstract: A jacket structure for supporting an offshore wind turbine a jacket assembly guide for assembling such a jacket structure and a method of assembling a jacket structure are described The jacket structure includes a plurality of legs, a plurality of connecting braces and a plurality of node elements arranged on the legs for connecting the braces to the legs. A node-to-leg connection is formed between each node element and a leg; and forming a brace-to-node connection between each brace and a node element. A node-to-leg connection and/or a brace-to-node connection include an adhesive joint.

Abstract: An offshore wind power station has a floatable foundation that can be sunk by flooding a hollow chamber, and a superstructure on which functional units of the station are arranged. The foundation includes a base that projects from the water surface in the sunk state of the foundation and on which the superstructure can be mounted. A floodable floating device surrounds the base in the shape of a ring. In a method for building an offshore station a floatable foundation is prefabricated in a harbor zone, is towed to a mounting location and sunk, whereupon the station is completed with a superstructure and functional units at the mounting location.