Not applicable.
Not applicable.
The disclosure generally relates to method of protecting marine pilings and other marine equipment from corrosion and barnacle infestation, and to quick and easy means of removing same without expensive downtime or expensive underwater cleaning operations.
Marine pilings and other equipment are subject to constant attack by salt water, erosive forces by waves, and the constant threat of biofouling and the damaging effects of marine growth. All of these severe forces limit the lifespan of marine equipment of all kinds.
According to some estimates, over 1700 species comprising over 4000 organisms are responsible for biofouling. Biofouling is divided into two types. Microfouling—biofilm formation and bacterial adhesion—and macrofouling—attachment of larger organisms (see e.g.,
For example, the degradation of wooden pilings and docks by wood-boring organisms in marine environments has been a well-known problem for centuries. The Limnoria Tripunctata (crustacean borer) and the Teredinidae (borer shipworm, a bivalve borer) are two of the most common destructive organisms found in US regional waterways, as both types of borers attack wood for shelter and food. These organisms are responsible for hundreds of millions of dollars in damage to wooden marine structures. In fact, the life expectancy of an unwrapped chromated-copper-arsenate and/or ammoniacal-copper-zinc-arsenate “pressure-treated” piling that is fully exposed to the elements is only seven to ten years.
Even steel and concrete pilings are subject to considerable wear-and-tear in a marine environment. The spray and splash zone above the mean high tide level is the most severely attacked region due to continuous contact with highly aerated sea water and the erosive effects of spray, waves and tidal action. Steel corrosion rates as high as 0.9 mm/year at Cook Inlet, Alaska, and 1.4 mm/year in the Gulf of Mexico have been reported. Cathodic protection in this area is ineffective because of lack of continuous contact with the seawater, the electrolyte, and thus no current flows for much of the time. Corrosion rates of bare steel pilings are often also very high at a position just below mean low tide in a region that is very anodic relative to the tidal zone, due to powerful differential aeration cells which form in the well aerated tidal region.
Barnacle accretion is reduced on concrete pillars, as compared with steel pillars (see
Thus, fouling, erosion and corrosion causes significant structural damage to marine equipment, such as pilings. Furthermore, the weight and loadings that result from fouling can be so significant as to necessitate considerable ‘over-design’ of such structures compared to what would otherwise be required.
Thus, marine equipment must be periodically inspected and cleaned to keep biofouling to a minimum. High pressure water blasters and handheld scrapers have proven to be effective in-water tools for the removal of fouling from a range of structures (including oil rigs). However, such methods are tedious and require considerable manpower and/or submersible equipment, both of which are expensive. Dry-docking and land-based cleaning methods such as sand blasting are the other option, but obviously this requires considerable downtime, and can be impractical for many nearshore and offshore oil exploration and production equipment.
Another option is to provide protective coatings for marine pilings. Cuprotect®, for example, is a polyurethane coating that can be applied to a piling like paint. However, coatings have a limited lifespan, and once the coating has lost efficacy, the problem reemerges.
Another potentially effective method is plastic wrapping. Vessels in many size categories, as well as artificial structures (e.g. wharf piles, moorings, fish farming cages) have been treated in situ by encapsulating them in plastic wrapping. The method relies on the development of anoxic conditions in the encapsulated water and, if necessary, mortality can be accelerated through the addition of non-persistent chemical agents (e.g. acetic acid and bleach). However, the practicality and efficacy of this concept being applied to a marine structure of the dimensions of a semi-submersible drilling rig is yet to be established by any detailed research or experimentation. Further work is also required to clarify the factors that influence mortality rates (e.g. temperature, fouling biomass) so that informed treatment guidelines can be developed.
Other plastic wrap methods have been proposed. U.S. Pat. No. 2,724,156, for example describes a single layer tough flexible waterproof pole boot. U.S. Pat. No. 5,180,531 describes extruding a continuous, substantially homogeneous plastic layer at least two inches thick on substantially the entire length of a steel core of a piling.
U.S. Pat. No. 7,300,229 describes a repair jacket for spot repair of a piling which includes a cylindrical body of fiber-reinforced plastic (FRP) material that is about 0.5 to 3.5 inches greater in diameter than the piling. The body is wrapped around the piling, sealed and filled with expanding grout to create a rigid seal at the bottom of the gap. Similarly, U.S. Pat. No. 7,871,483 describes using a plastic shrink wrap for spot repair.
A high density polyethylene material that is 0.030″ thick and is available in both 36″ and 60″ widths is available to wrap wooden pilings. However, the pile is wrapped using roofing nails, and for best results, the manufacturer instructs that nails should be installed every 2″ along the seams. Thus, this piling is not easily removed, and is usable for only a single protective session.
Similarly, U.S. Pat. No. 6,872,030 describes a composite wrapping, formed on the piling by a filament winding process. Filament strands are impregnated with resin and wrapped around the wood piling under tension. The resin is allowed to cure to form a seamless layer which is uniform in thickness and materials. This method is fairly complex, and thus impractical for larger marine structures more complicated than a simple pole. Further, it cannot be easily applied to existing structures.
Another solution is to replace wooden pilings with other materials, less susceptible to biofouling. For example, fiberglass pilings are available and are impervious to any borers and worms. However, barnacles and other marine organisms are still a problem, and are still difficult to remove if left for any length of time. Further, as noted above, even steel and concrete pilings are subject to extreme wear in a marine environment.
None of the above solutions address the need for a simple easy way of cleaning pilings, without having to pull the pilings to dry dock for maintenance or spend significant amount of dive time cleaning the pilings underwater. Any method can reduce the frequency at which pilings are dry docked or cleaned in situ would be of tremendous cost and time savings.
Generally speaking, the invention is related to multi-layered plastic wrapping that can easily be peeled off marine and other equipment in situ, one layer at a time. A three-layer wrapping could thus treble the length of time between dry-docking, or in situ cleaning sessions, thus effectively saving cleaning and down time costs. Furthermore, the plastic wrapping is an inexpensive material, easily added to equipment at manufacture or after a dry dock cleaning session.
The film can be a shrink wrap film or a pressure adhesive film as desired. The shrink wrap is preferred as easily fittable to complex structures and shapes. Shrink wrap, also known as shrinkwrap or shrink film, is a material made up of polymer plastic film, that shrinks tightly over whatever it is covering when heat is applied. Heat can be applied with a hand held heat gun (electric or gas) or the product and film can pass through a heat tunnel on a conveyor.
The most commonly used shrink-wrap materials are POF, PVC, PE, BOPP films and several other compositions. Laminate structures are also possible. It is preferred that at least the exterior layer (and preferably both sides) of the plastic film layer be as smooth as possible (e.g., non-porous), because this minimizes sheet layers adhering to each other, but also because it minimizes the initial bacterial and algal colonization of the smooth surfaces, thus reducing biofilm formation and delaying the onset of macrofouling organisms.
Exemplary shrink-wrap films include styrene butadiene block copolymers (US20110098401); and star-shaped butadiene-styrene block copolymers having random styrene-butadiene blocks (U.S. Pat. No. 7,037,980). Further, several marine quality shrink-wrap films are already available, e.g., 7 mil polyethlylene films are available from ULINE, Jamestown Distributer, Pro-Tect, BIG-SHRINK.COM, to name a few suppliers. Thicker, e.g., 9, 10, 12 mil films are also available, and even thicker films (15-20 mil) can be made on request.
In some embodiments, the film contains a marine organism retardant, such as silicone fluids and silicone resins (U.S. Pat. No. 5,298,060). Metals have often been used for marine retardants, e.g., copper, organotin compounds, or other biocides. However, these are not preferred as contributing to water pollution and possibly harming local marine life. In fact, both copper ions and synthetic biocides accumulate in the coastal water and in the sediments. For this reason, the particularly toxic tributyltin (TBT) has been banned since 2008 and the currently preferred and still permitted copper oxide containing coatings are to be replaced by non-toxic alternatives in the near future. EPaint®, which has been used by the US Coast Guard, works by producing hydrogen peroxide in the presence of light. Seaguard®—a high-solids (80 percent) epoxy—is another less toxic alternative, as is capsicum (from peppers).
The shrink-wrap can be removable with any means known in the art, provided the method is applicable to a single layer at a time. One means of removing plastic film is with the use of perforations, wherein the perforations are staggered on each layer so that any one layer of perforations does not expose the piling or other marine equipment along the perforated line (U.S. Pat. No. 8,511,472).
However, a preferred method of removal is the use of a filament embedded in the plastic, which can be used to cut through the plastic layer when pulled. U.S. Pat. No. 7,914,638, U.S. Pat. No. 8,187,407 and U.S. Pat. No. 8,361,615, for example, each describe vehicle wrapping that contains therein a “knifeless tape” for quick cutting of the wrapping film. A vehicle is wrapped with adhesive film where the film is also applied over doors and other areas intended not to be covered. The film is cut at the door edge and over the area by adhesively attaching a tape having a release coating on the front surface and carrying a filament along a center of the front side.
The filament can be formed of any suitable material, which has sufficient strength to carry out the cutting action without breaking and a sufficient cutting action to effect cutting and not tearing the film. Metal wire is typically suitable. Other materials such as carbon fiber or Kevlar fiber can be used. MOPP (mono-axially oriented polypropylene) may be preferred.
In other embodiments, the removal strip can be omitted, and the plastic film cut with a suitable protected cutting blade, such as is typically used to cut films (see
For particularly complex riggings, such as the lattice pilings on a jack-up rig, a spray on plastic coating can be combined with wire release tapes. The wire is laid down first, and then a layer of spray on resin applied, and fully cured. If necessary, a layer of non-stick material is coated or dusted thereon or a release liner is laid down, and a second wire or cable (staggered to the first) and spray coat is applied, and so on until the requisite numbers of wrappings has been layered thereon. Alternatively, the entirety of a lattice structure, such as a leg, can be enclosed inside multilayer wrapping, rather than wrapping individual tubes of the lattice structure.
For simpler shapes, sheets of films can be applied, seamed if needed, with the seaming tapes readily available, and the knifeless tape added thereto. For simple structures with fixed external equipment mounted thereon, such as concrete gravity structures, which have concrete pillars that may have ladders and pipes mounted thereon, a number of wire release tapes can be used so as to release film layers without the need to remove these mounted structures.
Non-stick or release-coating coatings may be needed to prevent the layers from sticking together, thus allowing their easy removable, even after several months at high pressures. Release materials include the use of spray on PTFE (e.g., Teflon®) and other fluoropolymer coatings, solvent suspended powders that can be applied by spray, silica coatings, release coating, silicone coatings, release papers, release liners, SILCOLEASE® and the like.
As used herein, “removal strip” means any mechanism or device for allowing the film to be cut or otherwise separated along the strip for removal of a layer. Such removal strips include a line of perforations, a wire embedded within or under the film layer, such as is described in U.S. Pat. No. 7,914,638, U.S. Pat. No. 8,187,407 and U.S. Pat. No. 8,361,615, or a plastic cable or other device to raise the layer slightly along or inside the strip for insertion of a cutting blade. Removal strips typically travel from one end of a layer to the other, preferably in a straight line, but they can also spiral around a piling, and multiple intersecting removal strips can be used for larger or more complex shapes. Spiral wraps may be particularly beneficial for piling that are too long for the width of film available.
As used herein a “release layer” is a layer of material between the layers allowing easy separation of the layers. Such includes “release coatings,” such as Teflon, silicone, silica, and the like, and “release liners,” such as wax or teflon coated paper.
The use of the word “a” or “an” when used in conjunction with the term “comprising” in the claims or the specification means one or more than one, unless the context dictates otherwise.
The term “about” means the stated value plus or minus the margin of error of measurement or plus or minus 10% if no method of measurement is indicated.
The use of the term “or” in the claims is used to mean “and/or” unless explicitly indicated to refer to alternatives only or if the alternatives are mutually exclusive.
The terms “comprise”, “have”, “include” and “contain” (and their variants) are open-ended linking verbs and allow the addition of other elements when used in a claim.
The phrase “consisting of” is closed, and excludes all additional elements.
The phrase “consisting essentially of” excludes additional material elements, but allows the inclusions of non-material elements that do not substantially change the nature of the invention, such as instructions for use, logos, packaging materials, a cutting blade, and the like.
The following abbreviations are used herein:
The disclosure provides novel multilayer wrappings that can be used wherever regular maintenance of equipment is needed. The multi-wrapped layers are preferably equipped with a removal strip for easy removal of a single layer at a time, and the removal strips are preferably staggered in subsequent layers.
The present invention is exemplified with respect to a simple concrete piling, such as might be used on near-shore construction or offshore concrete gravity structures, as well as with a lattice-type piling such as is typical on jack-up rigs. However, this is exemplary only, and the invention can be broadly applied to any submerged marine structure that can benefit from fewer cleaning cycles.
The invention comprises one or more of the following embodiments, in any combination thereof.
The following references are incorporated by reference in their entireties for all purposes.
This application claims priority to U.S. Ser. No. 61/904,203, filed Nov. 14, 2013 and expressly incorporated by reference in its entirety for all purposes.
Number | Name | Date | Kind |
---|---|---|---|
2005665 | Saignier | Jun 1935 | A |
2724156 | Shaw | Nov 1955 | A |
2771385 | Humphner | Nov 1956 | A |
2954139 | Owens | Sep 1960 | A |
3746201 | Fujio | Jul 1973 | A |
4076373 | Moretti | Feb 1978 | A |
5087154 | Crawford | Feb 1992 | A |
RE34024 | Kim | Aug 1992 | E |
5180531 | Borzakian | Jan 1993 | A |
5298060 | Harakal | Mar 1994 | A |
5516236 | Williams | May 1996 | A |
5633057 | Fawley | May 1997 | A |
5916654 | Phillips | Jun 1999 | A |
6127014 | McKay, Jr. | Oct 2000 | A |
6235365 | Schaughency | May 2001 | B1 |
6872030 | Ashton | Mar 2005 | B2 |
6964141 | Igarashi | Nov 2005 | B2 |
7037980 | Stacy | May 2006 | B2 |
7300229 | Fyfe | Nov 2007 | B1 |
7476056 | Dreyer | Jan 2009 | B2 |
7871483 | Mullins | Jan 2011 | B2 |
7914638 | Van Den Berghe | Mar 2011 | B2 |
8187407 | Van Den Berghe | May 2012 | B2 |
8361615 | Van Den Berghe | Jan 2013 | B2 |
8511472 | Dupuis | Aug 2013 | B2 |
20030039824 | Aalbers | Feb 2003 | A1 |
20040240943 | Brensinger | Dec 2004 | A1 |
20060088386 | Ellis | Apr 2006 | A1 |
20090104424 | Manrique | Apr 2009 | A1 |
20110098401 | Müller | Apr 2011 | A1 |
20120298734 | Bradshaw | Nov 2012 | A1 |
Entry |
---|
Mullins, Gray; Sen, Rajan; Suh, Kwang Suk. Concrete International, Jan. 2006, vol. 28 Issue 1, p. 70-73, 4p. |
Bruijs, M.C.M., Pre-survey of marine fouling on turbine support structures of the Offshore Windfarm Egmond aan Zee (2006), available online at noordzeewind.nl/wpcontent/uploads/2012/02/OWEZ_R_112_20060725.pdf. |
Number | Date | Country | |
---|---|---|---|
20150132067 A1 | May 2015 | US |
Number | Date | Country | |
---|---|---|---|
61904203 | Nov 2013 | US |