Abstract: Methods and systems are disclosed to transfer forces on a damaged pile to the lower part of the pile, bypassing the damaged area. Rings of various materials are tightly wrapped around the pile or clamps are attached to the pile, above and below the damaged area, causing calculated friction between the pile and the rings and/or clamps. Subsequently the damaged area and the rings and/or clamps are encased in a curable substance, such as concrete. After curing, the rings and/or clamps above the damaged area will receive the stresses on the pile through the friction with the pile and will transfer them to the concrete which in turn will transfer the stresses to the lower part of the pile through the lower rings and/or clamps and their friction with the lower part of the pile. Nothing is welded to the pile and the pile is not altered in any way.

Abstract: A generally cylindrical element 10 that is adapted for immersion in water is described. The generally cylindrical element 10 has an outer surface 11 that is in contact with the water in use. The outer surface 11 has at least two rows of repeating shapes 20, for example hexagons 20, provided on the surface 11, where each row of repeating shapes 20 is separated from the other or the adjacent row(s) by a groove arrangement 30. Each shape 20 within a row is separated from the, or each, adjacent shape 20 by at least one groove 30. This configuration of the surface 11 reduces Vortex Induced Vibration (VIV) and/or drag that may act upon the generally cylindrical element 10 when it is immersed in a body of water.

Abstract: A method for making a field repair on a hollow pole includes installing a sleeve spaced outwardly from the hollow pole and extending from an elevation above the top elevation of the damaged portion down to the concrete foundation, filling the interior of the pole and the space between the pole and the sleeve with concrete from the foundation to an elevation above the top elevation of the damaged portion, which effectively extends the anchorline of the structure upwardly to encompass the damaged area of the structure.

Abstract: A Vortex-shedding-arrangement, which is prepared to be arranged on a tower of a wind turbine, is provided. Embodiments of the invention even relate to a tower, which is equipped with the Vortex-shedding-arrangement and to a method to equip the tower with the Vortex-shedding-arrangement. The Vortex-shedding-arrangement according to embodiments of the invention is arranged and prepared to be connected to a surface of a tower. The Vortex-shedding-arrangement is prepared to reduce Vortex-induced-vibrations, acting on the tower and its structure, during the tower-transportation. The vortex shedding arrangement comprises vortex shedding elements and at least one shrink foil. The at least one shrink foil is prepared to fix and to position the vortex shedding elements at specific positions at the tower surface by heat applied to the shrink foil.

Abstract: A building unit encasement device encapsulates at least one unit of building material that is known in the art for building structures, so as to protect wooden or steel units from moisture and insects that can destroy the building unit. The device provides an elongated, rectangular container that encapsulates lumber. The device provides four walls that form a cavity to receive a wood or steel building unit. At least two of the walls form a hinged relationship that allows air to flow into the cavity for circulation and drying the building unit. A male-female connector is comprised of a cylindrical protrusion having ribs that interact with lips on a receptacle to prevent high winds from removing the cylindrical protrusion from the receptacle.

Abstract: A fairing device for the reduction of vortex-induced vibrations or motions, and for minimizing the drag about a substantially cylindrical element immersed in a fluid medium, comprising; a fairing rotatably mounted about the cylindrical element, the fairing comprising a shell with a mainly cylindrical cross-sectional shape with an outer diameter (D) following the outer diameter of the cylindrical element from an upward stagnation point of 0 degrees to at least +/?90 degrees, and which at +/?90 degrees continues as two fin-like portions in an aft direction, whereby the fin-like portions are convexly curved aft of +/?90 degrees thus tapering towards each other and are defining a tail end opening or gap less than the fairing standoff height. A method for mounting, storage, and deployment of the fairing device is also disclosed.

Abstract: A continuity connection system is disclosed that is highly durable, simple to install, and substantially increases the structural capabilities and weight-bearing capacity of a shell (i.e., a form or jacket). The shell can be used to protect a weight-bearing member (e.g., a cement column) from a degrading environment. The shell can have one or several layers of carbon fiber fabric (e.g., spaced apart longitudinally) wrapped around an interior of the shell or embedded within the shell. The continuity connection system is used to provide continuity between two ends of the carbon fiber layer, and can be made up of the carbon fiber fabric reinforcement layer, two pockets, and a laminate having ends positioned in each pocket. The carbon fiber laminate traverses a seam/separation of the carbon fiber fabric and/or a seam of the shell and can be retained in place within the pockets with an appropriate epoxy, for example.

Abstract: A light pole repair/reinforcement assembly can include a reinforcement member having a reinforcement sleeve and reinforcement base plate configured to fit around a damaged light pole. The reinforcement sleeve can be used to bridge a damaged portion of the light pole to repair the pole without removing all or a portion of the pole. A modular pole assembly can include a pole base configured to mate with the pole portion via one or more wedge bolts, with or without welding. The modular pole assembly can include a cap configured to mate with an upper end of the pole portion. Locking hand hole covers, blind bolts, and/or base covers, as described herein, can be used in combination with the light pole repair assembly and/or with the modular pole assembly. In some cases, the locking hand hole covers, blind bolts, and/or base covers can in other applications.

Abstract: A method of forming a post sleeve within a post hole in the ground to include a post receiving cavity to insertably receive and support a post is provided. The method includes positioning a post sleeve core within the post hole with the aid of an elongate installation member and depositing uncured material into the post hole to at least partially surround the post sleeve core while the post sleeve core is attached to the elongate installation member. The method further includes allowing the uncured material to harden around the post sleeve core to form at least a portion of the post-receiving cavity of the post sleeve and removing the post sleeve core from the hardened material to expose the post receiving cavity to receive and support the post. Other related methods of forming post sleeves are also provided.

Abstract: The present invention is a method for strengthening a vertical column, such as piles under piers and docks and for columns in bridges and buildings. A coiled FRP laminate is provided and wrapped in a helical fashion around the column, with the laminate overlapping itself. An epoxy resin coating is applied between the overlapping portions. The epoxy resin will then cure to form a substantially water tight shell. A plurality of spacers may be fixed to the column and adapted to hold the laminate a set distance away from the column. A plurality of sealing means is provided to seal the space between the shell and the column. A filler material may be pressurized to fill the space, penetrate cracks in the column, and displace water. Also, a plurality of rigid strengthening rods may be added between the column and the shell to further strengthen the column.

Abstract: A canopy organizer for organizing objects on an elongated and vertical support is provided. The organizer comprises a first fabric wall and a second fabric wall. Both walls are in contact with each other along the edges so as to form a pocket. Then, a filling is within the pocket formed by the first and second nylon walls and a flap is attached to the first wall along the length of the cover. The flap is configured to interface with a determined area along the opposite edge of the nylon wall. The organizer includes at least one fastener configured to hold the cover around a cylindrical object, wherein one of the two walls is an outside wall and the other is the inside wall. A plurality of attachment elements are attached to the outside wall.

Abstract: A wooden post protection system wherein a sheet metal sleeve is positioned about a portion of the post adjacent to concrete supporting the post, overlapping end segments of the post nailed to the post and an adhesive water-proof coating forming a water-tight bond between the post and sleeve and between the end segments and nails.

Abstract: A pole splint, generally for use with a broken wooden utility pole, which can provide for a strong repair at a pole breakpoint and which uses relatively little manpower and equipment to install, even under difficult conditions. The splint generally comprises two panels which are designed to be interconnected with elongated connectors. The connectors will generally interact with one of the panels through the use of a nut and washer, and may connect with the other panel through a nut and washer or via a chain formed of chain links.

Abstract: A cladding section (100, 200) for mounting upon an elongate member to be deployed underwater is shaped to suppress vortex induced vibration of the elongate member when it is subject to a fluid flow, the cladding section comprising at least one cylindrical or part-cylindrical portion (130, 130?, 130?, 230) to seat upon the elongate member and at least one strake (114,114?, 114?, 214) upstanding from the part-cylindrical portion, the cladding section being characterised in that the strake is resilient, enabling it to be deformed when subject to load and to reform following removal of the load. The cladding section may be prepared by methods involving thermoforming or moulding.

Abstract: A watercraft bumper for a watercraft may include a sleeve to connect to a piling, the sleeve being detachably connected to the piling, the sleeve having a slit to open and close to detachably connect to the piling, the slit being in communication with a central aperture to cooperate with the piling, and the sleeve including a biasing device to open and close the slit.

Abstract: A vortex-induced vibration (VIV) suppression system configured to accommodate a change in an underlying tubular diameter. The system including an encircling member dimensioned to at least partially encircle an underlying tubular. The encircling member may be, for example, a collar or a VIV suppression device such as a strake, or any other type of VIV suppression device. The system further including a band member dimensioned to encircle the encircling member and hold the encircling member around the underlying tubular at a desired axial position. A spring member may further be provided. The spring member may be positioned between the encircling member and the band member and dimensioned to contract in response to an increase in a diameter of the underlying tubular and expand in response to a decrease in a diameter of the underlying tubular such that the encircling member remains at the desired axial position.

Abstract: A seismic-resistant fluid reservoir cover includes a plurality of panels and a network of flexible membranes coupled to adjacent panels. The flexible membranes are made of a potable water approved material, and the panels and the membranes create a fluid tight seal. Each panel in the reservoir cover is able to move along three directional axes independently of the adjacent panels while maintaining the fluid tight seal, at least in part because of the flexibility or the slack in the flexible membrane. A support member, such as a backer rod, may also be positioned in the spaces between the panels.

Abstract: Apparatus and methods for securing a fairing around a marine element. The apparatus can include first and second opposing sides, and a third side extending between the first and second sides. An attachment mechanism can extend from the third side, and is configured to interlock with a corresponding attachment mechanism of an opposing connector to secure the fairing around a marine element.

Abstract: A grouted cylindrical connection utilizing bearing surfaces can be used with conventional transition-monopile foundations to connect the large diameter cylindrical shaped monopile to the larger diameter cylindrical shaped transition section which includes appurtances. The grouted cylindrical connection includes a cylindrical shaped monopile, a cylindrical shaped transition section receiving the monopile, an annulus being formed between the monopile and the transition section, and first and second bearing elements disposed in the annulus. The first bearing element is attached to the transition section and the second bearing element is attached to the monopile. The annulus is filled with grout to transmit force and moment between the transition section and the monopile through grout between the first and second bearing elements.

Abstract: Apparatus and methods for securing a fairing around a marine element. The apparatus can include first and second opposing sides, and a third side extending between the first and second sides. An attachment mechanism can extend from the third side, and is configured to interlock with a corresponding attachment mechanism of an opposing connector to secure the fairing around a marine element.

Abstract: A method for repairing a support piling, in situ, while immersed in water, comprising the steps of encircling a portion of said piling in need of repair above and below the water line in a coffer dam; and evacuating water from said coffer dam for exposing the portion of the piling in need of repair. Repair steps include blasting damaged portions with high pressure water and/or abrasive particles, adding metal support rods where needed, applying zinc or similar metal for protection against electrolysis, and treating the repaired area with a protective coating such as concrete or grout.

Abstract: A vortex-induced vibration (VIV) suppression device including a body having a wall dimensioned to at least partly envelope a tubular member in an interior area of the body. The device further including a fin protruding outward from an exterior surface of the wall and a stand-off member positioned along an interior surface of the wall. The stand-off member dimensioned to space the body away from the tubular member and having a protruding portion formed by the interior surface of the wall and an indention portion formed by the exterior surface of the wall.

Abstract: A system including a votex-induced vibration (VIV) suppression device dimensioned to suppress a vortex induced vibration of a support structure, the VIV suppression device having a base portion that encircles at least a portion of the support structure and a support member formed along the base portion. The system further including a collar having a body portion defining an annular channel and a flange portion extending outwardly from the annular channel, the flange portion dimensioned to form a receiving channel around the support structure for receiving the support member. The support member is received within the receiving channel to secure the VIV suppression device to the support structure and the VIV suppression device is capable of rotating around the support structure along the receiving channel.

Abstract: A method of reinforcing a structural member comprises positioning a shell around the structural member, placing a force dampening material around an exterior of the shell and securing the force dampening material around the shell. In certain arrangements, the method further includes at least partially filling a space defined between the structural member and the shell with a filler material. In some embodiments, the filler material comprises a concrete, a grout, an epoxy, combinations thereof and/or the like. In one embodiment, the shell comprises a fiber reinforced polymer (e.g., CFRP, GFRP, aramid fibers, epoxy, other resins, etc.). In alternative embodiments, the methods additionally includes placing one or more layers of fiber reinforced polymer around the shell prior to placing a force dampening material around an exterior of the shell. In some embodiments, the layer of fiber reinforced polymer comprises CFRP, GFRP or any other type of fiber reinforced polymer.

Abstract: A pipeline 100 comprising an outer rigid conduit 30, which is formed of a composite material, the composite material being arranged such that thermal expansion in the longitudinal direction is an effective longitudinal CTE from zero to about ?/+10×10?6° K?1.

Abstract: A pile encapsulation system include a lower collar that is removably secured to the concrete pile at a position beneath the damaged section, an upper collar that is removably secured to the concrete pile at a position above the damaged section, and one or more form units interposed between the upper and lower collars, each of the form units including a hollow interior space for surround the damaged section of the concrete pile and forming a mold for fresh concrete.

Abstract: Protective structures for offshore installations and methods for using same are provided. The protective structure can include a body adapted to be disposed at least partially about a primary structure of an offshore installation, and a support system can be disposed on the body. One or more protrusions can be disposed about an outer surface of the body. The protrusions can have a first end adapted to break ice. The support system can be adapted to isolate the one or more bodies from the primary structure such that the one or more bodies can absorb at least a portion of ice generated vibrations.

Abstract: A method and apparatus for repairing a tubular member in an offshore marine environment provides a specially configured shell having shell halves, longitudinal seals, and optionally upper and lower seals. Additionally, the shell halves are each provided with a plurality of threaded fasteners that will help with shell alignment, holding the shell rigidly to the tubular member prior to grouting operations.

Abstract: The present disclosure provides a disk for reducing scour around a pile, such as a monopole, installed in the seabed. The disk has a pile opening through which the pile protrudes. The disk includes a peripheral skirt for embedding into the seabed below the portion of the disk installed above the seabed. The disk can include partitions for segmenting chambers of the disk. The disk can include mesh on the top, bottom, or both surfaces with one or more fill bags installed in the chambers. The disk can include chambers that can be filled with fluidized fill material, such as grout or concrete. The fill material can be inserted into the fill bags through conduits with valves that can be remotely operated with an ROV. The fill material can also be injected below the disk using the conduits for support on the seabed.

Abstract: An apparatus is disclosed including but not limited to a cylindrical sleeve having an interior surface and an exterior surface, wherein a diameter of a circular interior vacancy formed by the interior surface has a diameter substantially equal to a diameter of a pile; a longitudinal opening along an entire length of the sleeve; and a plurality of elements that emit energy on the exterior surface of the sleeve. A method is also disclosed for using the apparatus.

Abstract: A piling protector includes an abrasion resistant surface disposed along an outer surface of the piling protector, a plurality of channels defined in an inner surface of the piling protector, the plurality of channels facilitating flexibility of the piling protector, and first and second appendages extending from first and second lateral sides of the piling protector. The first and second appendages are configured for attachment to a piling. Portions of the interior surface of the piling protector defined between channels of the piling protector are curved to correspond to a curved outer surface of a generally cylindrical piling. The piling protector is configured for engagement with both a curved outer surface of a generally cylindrical pylon and a flat surface.

Abstract: Apparatus and methods for reducing vortex induced vibration are provided. An apparatus for reducing vortex induced vibration can include a first body at least partially disposed within a second body. The first body can be made of a material having more weight per linear foot than the second body. The apparatus can also include one or more helical fins.

Abstract: A pile encapsulation system include a lower collar that is removably secured to the concrete pile at a position beneath the damaged section, an upper collar that is removably secured to the concrete pile at a position above the damaged section, and one or more form units interposed between the upper and lower collars, each of the form units including a hollow interior space for surround the damaged section of the concrete pile and forming a mold for fresh concrete.

Abstract: An apparatus and method for mounting a buoyancy module onto a rigid pipe having a clamp. In one embodiment the clamp includes pads for clamping onto the outer surface or coating of the rigid pip, the pads having a teeth or serrations formed thereon for gripping the outer surface of the pipe. In a second embodiment, the clamp includes one or more coil springs formed from a resilient material adapted to be wound around the outer circumference of the pipe. The method for mounting a buoyancy module onto a rigid pipe includes the steps of reducing the outer diameter of the pipe at a location of the pipe to which a buoyancy module is to be attached and subsequently mounting a buoyancy module at such location.

Abstract: A VIV suppression device for a subsea riser system includes either a strake or fairing element having at least one fiber optic sensor mounted on the element. The fiber optic sensor on each VIV suppression device associated with the riser includes a plurality of sensor components forming an array, and wherein each fiber optic sensor component in the array produces a sensor component signal. The multiple array signals are combined at a multiplexer associated with that specific array for generating a single VIV suppression device sensor signal. Each fiber optic sensor array produces a unique sensor signal, the subsea riser system further including a multiplexer for combining the unique sensor signals from the fiber optic sensor array for each of the VIV suppression devices, for producing a single cables combined sensor signal to be introduced into the processor. The processed output signal produced by the processor is introduced to a monitor for real time, or near real time monitoring of the processed signal.

Abstract: The instant invention describes an anti-biofouling structure for placement onto structures or surfaces that are exposed to aquatic environments. Embedded within the anti-biofouling structure are agents that can diffuse out of the structure and prevent the formation and/or accumulation of plant and animal species build-up that creates biofouling. The instant invention also describes a system for preventing biofouling of an object stored in an aquatic environment which includes the anti-biofouling structure, and a protective cover element constructed and arranged to fit various structures, such as boat propellers.

Abstract: The present invention provides a riser protection structure being suitable to be employed in a Jackup rig. The riser protection structure comprises a plurality of piles, an upper module, wherein the upper module comprises a main protection tubing for receiving a riser, a plurality of sleeves to be installed over the plurality of piles, and a connecting network; wherein the plurality of sleeves are disposed around the main protection tubing; and wherein the main protection tubing and the plurality of sleeves are connected together by the connecting network, and a lower module, wherein the lower module comprises a plurality of tubular guides for guiding and later fixing the piles and a connecting structure, wherein the plurality of piles are securely disposed into the seabed for providing the requisite support for the upper and lower modules when they are assembled.

Abstract: A device and method are disclosed for suppressing vortex induced vibration of a submerged elongate member such as a marine riser. Also disclosed is a marine riser having VTV suppression features. The VIV suppression features comprise multiple circumferential de-correlation rings at intervals along the member's length, each ring comprising multiple vortex tripping features at intervals around the member. The ring may for example take the form of a clamp (10) used to locate fairing units (108). However it may alternatively be a loose ring mounted on the member, or may comprise discrete features at intervals around the circumference of the member. By reducing correlation between shed vortices at different locations on the pipe, embodiments of the invention serve to prevent or reduce the coherent action of shed vortices which lead to VIV.

Abstract: The present invention discloses a vortex induced vibration inhibitor (“VIVI”) comprising a hollow cylindrical housing having an elongated opening defined by locking edges. The housing is operable between an open and a closed position. Connecting assemblies include barbed connector pins received in grooved housings. Connector slots are provided in the connector and receptor housings. Retainer pins provide for release of connecting assemblies. Spacers are provided to limit movement of the housing in relation to the surrounded structure. An alignment stub is provided.

Abstract: An apparatus is disclosed including but not limited to a cylindrical sleeve having an interior surface and an exterior surface, wherein a diameter of a circular interior vacancy formed by the interior surface has a diameter substantially equal to a diameter of a pile; a longitudinal opening along an entire length of the sleeve; and a plurality of elements that emit energy on the exterior surface of the sleeve. A method is also disclosed for using the apparatus.

Abstract: The present disclosure provides an improved system and method for increasing an anchoring force on a pile. The concepts regarding the pile can apply whether the pile is degraded and no longer able to support its intended load, or a load on the pile has increased to a level that may overstress the pile. A sleeve can be installed even in subsea conditions over the pile and can be used to provide an additional securing force to the existing pile. The sleeve may include its own padeye for coupling an anchor line or other coupling member to a structure to be secured. The sleeve may also include an assembly of rings coupled together with at least one longitudinal member. The assembly with the rings spaced a distance away from each other may help reduce an installation friction on the sleeve, as it is installed into the sea floor.

Abstract: A substantially cylindrical buoyancy module for a marine riser includes a plurality of buoyancy elements separated along at least one helical separation plane.

Abstract: An improved strake for structures that are subject to vortex induced vibrations and motions due to fluid flow around the structure. One embodiment includes a streamliner on the edge of the strake. The streamliner may be added to existing strakes or may be formed at the same time as the strake for extruded strakes. The streamliner reduces vortex induced vibrations and motions of the structure to which the strake is attached. Another embodiment of the invention provides a tension resisting support attached to the strake and structure. The support provides a different load path along the strake than the previously known art for carrying the pressure loading from fluid pressure acting normal to the surface of the strake.

Abstract: A floating pile saver device that prevents substantial growth of marine life on a pile installed in a marine environment. The device is configurable to be associated with piles that have a plurality of pile shapes. The pile saver may also providing additional useful features and functions such as mooring functions and electronic monitoring and communications functions. The pile saver device is configured to be movably associated with a pile so that such pile saver can float and rub a section of the surface of said pile as the water level changes (e.g. due to tidal variations in water level). Such rubbing prevents marine growth attachment along the “rub area”. Alternative embodiments of the invention provide numerous additional features including: (a) mooring a vessel, (b) providing a mooring bumper to protect the boat moored to the invention, (c) a platform, and (d) electronic features.

Abstract: A system including a votex-induced vibration (VIV) suppression device dimensioned to suppress a vortex induced vibration of a support structure, the VIV suppression device having a base portion that encircles at least a portion of the support structure and a support member formed along the base portion. The system further including a collar having a body portion defining an annular channel and a flange portion extending outwardly from the annular channel, the flange portion dimensioned to form a receiving channel around the support structure for receiving the support member. The support member is received within the receiving channel to secure the VIV suppression device to the support structure and the VIV suppression device is capable of rotating around the support structure along the receiving channel.

Abstract: A biomimetic system for mitigating marine bio-fouling is disclosed which is based upon the sacrificial skin mechanism found in the pilot whale species. The anti-bio-fouling system is characterized by the continuous in-situ underwater formation of a conformal protective skin around a submerged object or structure and employs a circulatory system embedded in a diffuser layer conformably fitted and secured to the structure to controllably deliver a sacrificial skin-forming material to the structural surface. The system advantageously utilizes the unique chemical properties of the skin-forming material to alter the material's viscosity in response to contact with sea water such that the material is uniformly distributed over the structure surface by a self-diffusion process, notwithstanding structural configuration or gravitational orientation, thus forming a stabilized waterproof layer or sacrificial skin.

Abstract: The foundation structure of an offshore structure, for example of an offshore wind energy system, is composed of steel tubes sheathed by an extruded layer made of a polyamide moulding composition. This simultaneously ensures both good protection from corrosion and good protection from mechanical effects, giving the foundation structure markedly prolonged lifetime.

Abstract: Apparatus and methods for securing a fairing around a marine element. The apparatus can include first and second opposing sides, and a third side extending between the first and second sides. An attachment mechanism can extend from the third side, and is configured to interlock with a corresponding attachment mechanism of an opposing connector to secure the fairing around a marine element.

Abstract: Disclosed is a riser tower structure including a plurality of elongate objects. The riser tower structure is provided with blocks, preferably of buoyant material, along at least part of its length. The blocks provide the riser tower with a substantially circular cross-sectional profile, wherein one or more strakes are provided on the outside of the blocks. The strakes in a main embodiment are helical. Also disclosed is a corresponding method of constructing such a riser tower structure.

Abstract: A method for repairing a support piling, in situ, while immersed in water, comprising the steps of encircling a portion of said piling in need of repair above and below the water line in a coffer dam; and evacuating water from said coffer dam for exposing the portion of the piling in need of repair. Repair steps include blasting damaged portions with high pressure water and/or abrasive particles, adding metal support rods where needed, applying zinc or similar metal for protection against electrolysis, and treating the repaired area with a protective coating such as concrete or grout.