Search Images Maps Play YouTube News Gmail Drive More »
Sign in
Screen reader users: click this link for accessible mode. Accessible mode has the same essential features but works better with your reader.


  1. Advanced Patent Search
Publication numberUS3719049 A
Publication typeGrant
Publication dateMar 6, 1973
Filing dateDec 22, 1969
Priority dateDec 22, 1969
Publication numberUS 3719049 A, US 3719049A, US-A-3719049, US3719049 A, US3719049A
InventorsShaw C, Smith G
Original AssigneeDurant D, Smith G
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Corrosion preventing apparatus and method
US 3719049 A
The present invention pertains to a splash zone coating system for the protection of metallic surfaces subject to active corrosion. More specifically, the present invention pertains to novel means for covering and coating metallic structures, e.g., pipe leg supports of an offshore oil well structure, from seawater corrosion in the splash zone of the structure which is that area subjected to intermittent contact by seawater.
Previous page
Next page
Claims  available in
Description  (OCR text may contain errors)

United States Patent 1 Shaw et al.

[ 1 March 6, 1973 1 CORROSION PREVENTING APPARATUS AND METHOD [75} inventors: Clarence W. Shaw, Metairie; George R. Smith, Ponchatoula, both of La. [73] Assignee: Donald W. Durant, Covington, La.

by said Smith [22] Filed: Dec. 22, 1969 [21] Appl. No.: 873,755

[52] US. Cl ..61/54 [51 Int. Cl ..E02d 5/60, E04b 1/64 [58] Field of Search ..6l/54 [56] References Cited UNlTED STATES PATENTS 2,928,411 3/1960 Johnson ..6l/54 X llllllllllunlllllullnnllunlihu IIIIIII 2 |un IIIIIII u" lllllllllll nu "In":

3,181,300 5/1965 Plummer ..6l/54 2,412,185 12/1946 Weber ..61/54 992,776 5/191 1 Hubbard ..61/54 X Primary cob Shapiro Att0mey-Harry W. F. Glemser, Leo A. Rosetta, J. William Pike, Jesse B. Grove, Jr. and Francis D. Thomas, Jr.

[ 5 7 ABSTRACT 5 Claims, 3 Drawing Figures DJ 5 N I 5 12 I r .J a. j m



CORROSION PREVENTING APPARATUS AND METHOD BACKGROUND OF THE INVENTION The present invention pertains to that field of the art concerned with means for protecting a metallic surface subject to active corrosion by the intermittent wetting and/or splashing of water. More particularly, the present invention is concerned with the combination of novel means for covering a metallic surface subject to the corrosive action of seawater whereby the surface is constantly treated with a rust inhibiter.

A metallic structure erected in water is subject to considerable corrosion especially in those instances where the water has any degree of salinity. That part of such a structure subjected to the intermittent or frequent contact of water, either due to splashing or by tidal changes, experiences the most severe corrosion. This zone which is normally referred to as the splash zone, is defined as that existing between the highest point reached by the water due to either wave action or splashing, to the lowest point reached by air. Corrosion in this splash zone is usually most severe and difficult to protect. As is well known, for surfaces located above the splash Zone, various well known corrosion systems can be employed, e.g., conventional paints, plastic coatings, and the like. Below the splash zone, corrosion can be effectively combated by cathodic protection.

There are various well known techniques and/or means for protecting a metallic structure, such as an oil well rig, from the effects of active corrosion caused by seawater which mainly attacks the supports of the structure that are located in the splash zone. For example, in the case of offshore oil rigs, their steel pilings, pipe legs, or conductor pipes can be coated with a sacrificial metal layer over its length defined within the splash zone. Or, such a surface can be covered over with a rust resistant metal coating. In either case, it can be appreciated that the initial expense of the rust resistant coating or the subsequent maintenance of the sacrificial coating is costly. The present invention provides a relatively inexpensive manner of covering such surfaces as above described whereby they can be constantly subjected to corrosion proofing by well known rust inhibitors. Further advantages and features of the present invention will become apparent as the discussion proceeds.

SUMMARY The present Splash Zone Coating System basically comprises a flexible membrane adapted to operably fit over and around the surface of a metallic structure over its area that is subjected to intermittent contact of water. The flexible membrance defines a cavity between its inner surface and the surface of the metallic structure. Closure means are provided which is attached to the flexible membrane whereby the membrane can be conveniently attached to, over, or around the metallic structure. Sealing means operably connected to the flexible membrane are provided for sealing the flexible membrane to the metallic structure. A suitable rust inhibitor is injected into the cavity defined by the flexible membrane whereby the surface of the metallic structure is kept constantly coated with the inhibitor.

Preferred embodiments include means for filling and venting the flexible membrane, as well as means for attaching the membrane to a cylindrical surface to be protected.

DESCRIPTION OF THE DRAWING FIG. 1 in the drawing represents an elevation view of a preferred form of the present invention as adapted for protecting a cylindrical structure.

FIG. 2 represents a sectional view taken along the line AA of FIG. 1 showing the cavity created between the flexible membrane and the surface to be protected from corrosion by a surrounding aqueous environment.

P16. 3 depicts a partial sectional view taken along the line BB of FIG. 1 showing a preferred manner of sealing and protecting the end portion of the flexible membrane as it is adapted to fit around and protect a cylindrical structure.

PREFERRED EMBODIMENT The present Splash Zone Corrosion proofing means 10 comprises the flexible membrane H which as shown in FIG. l is adapted to fit over and around the external surface of a specific metallic structure to be protected. The wrapper or jacket 11 is made of a flexible material that is capable of withstanding the elements. Additionally, the wrapper 10 is preferably a tenacious material capable of withstanding battering by vessels or objects floating in the water. A fabric reinforced synthetic rubber, such as neoprene, or a chlorosulfonated polyethylene, are preferred materials of construction. However, many other types of flexible materials can be employed as long as they are compatible with the elements and the rust inhibitor employed in the cavity between the wrapper and the metallic structure.

The jacket 11 is preferably provided with the slide fastener means 12 which extends along its edges parallel to the longitudinal axis of the oil rig pipe support R3. The slide fastener means 12 can be any suitable heavy duty slide fastener closure means which is essentially water-tight. Such means are well known and available in the art. The slide fastener means 12 can be either glued to the membrane 11 or sewn thereto with nylon thread or the like. 7

As shown in FIG. 2, the flexible member 11 and the metallic structure 13 form the cavity or annulus 14 therebetween. In the installation of the assembly 14, a suitable rust inhibitor is injected into the cavity 14 in the manner described hereinafter. The rust inhibitor can be any suitable material that is capable of floating on water and which has a higher affinity for metal than water. In such manner, the material will coat the metallic surface of the membrane 13 forcing the water away. The inhibitor is preferably a petroleum base hydrophobic cationic material which is readily available in the art. These materials are generally black liquids which combine mineral oils with wetting agents and rust inhibitors. Such materials will generally penetrate existing rust and displace water; adhere to and give full protection to either wet or dry surfaces; will not dry out, harden, or crack; they float as a liquid layer on top of water; and resist water washing once applied.

The present corrosion proofing means also preferably comprises the inlet valve assembly which is operably connected to the member 1 1 in any conventional or well known manner. For example, the wrapper 11 can be provided with a rubber jacketed conduit connector that is glued or sewn to the wrapper 11. Thereafter, a suitable hand operated valve is attached for achieving the mode of operations brought out below. The valve outlet assembly 16 is also preferably provided and which functions in a similar manner as the assembly 15. Likewise, it can be operably connected to the jacket 11 in a similar manner. The valve portion of the assembly 16 preferably comprises a flow check valve whereby any material in the cavity 14 can flow outwards at any time to avoid rupturing of the wrapper 11 due to over pressurization, yet avoid the re-entry of seawater, as well as acheive the mode of operation described below.

As shown in 'FIG. 1, the jacket 11 is also preferably provided with the inlet slit or opening 17 which in turn preferably further comprises a zipper construction 18 sentially equal to that of the surrounding water. A rust inhibitor is then added to the cavity 14, preferably via similar to the slide fastener means 12. The inlet 17 is provided forinjecting or pouring the liquid rust inhibitor into the cavity 14. However, the inlet 17 can be dispensed with and the rust inhibitor injected in the cavity 14 via the valve assembly 15. Such an operation would naturally require more expensive equipment, consequently, the separate filling opening 17 is preferred.

Referring to FIG. 3, the flexible membrane 11 is preferably provided with the additional section 18 which is generally made up of the same material of constructionas the membrane 11."The resilientmember 19, preferably a sponge rubber, is provided so as to foem a seal between the membrane 11 and the external surface of the metallic structure 13. The resilient member 19 in combination with the portion 18 define the radial width of the cavity defined between the members 11 and 13.The member 18 also serves to reinforce the end portion, generally over a width of about 4 inches, from the mechanical forces induced by the strap means 20. The strap means 20 is preferably a corrosion resistant material, e.g., monel, stainless steel, or thelike, which is banded around the end portion of the membrane 11 and operably clinched in position by use of various well known banding devices. Of course suitable screw operated clamping devices could be emplayed in lieu thereof. Moreover, the assembly could actually be glued into position with a suitable adhesive, such as an epoxy resin, or the like.

In operation, the flexible membrane 11 is first wrapped around the surface to be protected which is that area generally known as the splash zone. The slide fastener 12' is then brought together and thewrapper ll fastened tight, for further protection the end portions are wrapped with a heavy tape, e.g., polyethylene, or the like. The band or strap means 20 is then applied. In such manner, theassembly l0 formsthe enclosed cavity 14 between the external surface of the member l3and the inner surface of the membrane 11. Since a part of the jacket 11 will extend beneath the surface of the water, it is necessary toemploy a diver to secure and clamp the lower portion.

When the jacket 11 is initially placed into position and fastened shut, water will natrually be trapped the opening 17 after which the slide fastener 18 is closed.

Next, compressed air or some other suitable medium is then introduced into the jacket 11 by through of the valve assembly 15. The pressurizing medium need only be of sufficient pressure to force the water out of the cavity 14 through the exit valve assembly 16. In other words, the pressure must be sufficient to overcome the head established by the depth to which the valve assembly 16 is immersed beneath the surface of the water. The pressure forces the rust inhibitor to flow down and coat the steel to the depth established by the valve assembly 16. The valve assembly 16 being a check valve, allows the water to flow out, yet prevents back-flow thereafter.

I The source of pressure is then cut off and disconnected from the valve assembly 15. Where the member 11 is tightly sealed to the structure 13, the valve assembly 15 should preferably thereafter be opened to the atmosphere. This allows the rustinhibitor to rapidly return upwards depending upon the amount of leakage back into the cavity 14. It can be appreciated that if and when water does force itself back into the cavity 14, the above sequence of operations can be repeated at desired intervals which again coat the surface of the structure 13. Recoating of the metallic surface can also be effectuated by massaging the wrapper 11 with a suitable means such as a garter spring. The massaging action will also naturally occur as the water level outside of the jacket rises above the water and rust inhibitor level inside the jacket whereby the outside water pressure will squeeze the jacket against the structure 13. This action forces these fluids within the space 14 to rise. V It will be apparent to one skilled in the art that considerable changes and modifications can be made in the above described embodiment of our invention without departing from its true scope and spirit. For example, the wrapper 11 can be made in a number of separate parts, all of which can be zippered together to form the .desired diameter of wrapper. Moreover, the wrapper 11 could be binded to the structure 13 in diverse manners. Additionally, where the splash zone is defined over a considerable length, a series of superposed or stacked jackets 11 could be utilized.

We claim:

1. Means for corrosion proofing a metallicstructure subject to intermittent contact by seawater, said means comprising:

a. a flexible membrane covering themetallic structure over that area subjected to intermittent contact by seawater so as to define a cavity between said flexible membrane and the metallic structure; a body of a water immiscible liquid rust inhibitor, lighter than water, in but not completely filling-the cavity whereby the said area of the metallic structure will be periodically completely coated by the rust inhibitor upon the rise and fall of the seawater due to wave action and/or tidal changes andthe resulting flexure of said membrance;

b. closure means fixedly attached to said flexible membrane and metallic structure and sealing off the portion of the metallic structure subject to intermittent contact by seawater; and

c. sealing means for sealing the ends of said flexible membrane to the metallic structure.

2. The corrosion proofing means of claim 1 further characterized as comprising:

d. filling means attached to said flexible membrane adjacent the top thereof whereby said water immiscible liquid rust inhibitor can be injected in the cavity defined between said flexible membrane and the metallic structure.

3. The corrosion proofing means of claim 2 wherein:

e. said filing means comprises inlet valve means connected to said flexible membrane whereby the cavity defined between said flexible membrane and the metallic structure can be pressurized; and

f. outlet valve means connected to said flexible membrane adjacent the bottom thereof for venting the cavity defined between said flexible membrane and the metallic structure.

4. The method of corrosion proofing a metallic structure subjected to intermittent contact by sea water at the surface of a body of said water, comprising the steps of:

establishing a zone around said structure, by flexible confining means, at said seawater surface of a size to extend throughout the range of change of level of said surface;

confining a body of liquid, water-immiscible corrosion inhibiting material in said zone within said confining means and in contact with said metallic structure;

excluding sea water from said zone; and

maintaining said confining means in contact with said body of water at said surface whereby movement of sea water at said surface distorts said confining means and the outer boundary of said zone and thereby agitates and produces flow of said corrosion inhibiting material along the surface of said metallic structure.

5. The corrosion proofing means of claim 1 further characterized in that said flexible membrane comprises a rubber-fabric composition.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US992776 *Sep 3, 1910May 23, 1911Joseph G ThomasPile-protector.
US2412185 *Jun 7, 1945Dec 3, 1946Carl WeberMethod of encasing driven piling
US2928411 *Aug 6, 1954Mar 15, 1960Johnson Wayne AStructure for protecting metallic columnar elements
US3181300 *Oct 31, 1960May 4, 1965Walter A PlummerPiling jacket and method of protecting pilings
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US3934422 *Nov 11, 1974Jan 27, 1976Fredrickson Larry EPile splicing apparatus and method
US3939665 *Jan 8, 1974Feb 24, 1976Bethlehem Steel CorporationMethod for protecting metal H-piling in underwater environments and protected H-piling
US3996757 *Jul 22, 1974Dec 14, 1976Liddell Orval EApparatus for protecting metallic structural elements against corrosion
US3999399 *Nov 8, 1974Dec 28, 1976Walter A. PlummerProtective guard means for wood piling and a method of installing same under dry working conditions
US4143540 *Dec 27, 1977Mar 13, 1979Continental Oil CompanyMethod of preventing corrosion of joints of steel structures submerged in corrosive media
US4445524 *Feb 24, 1983May 1, 1984Santa Fe International CorporationAutonomous cleaning inspection device
US4612056 *Nov 30, 1984Sep 16, 1986Chevron Research CompanyMethod and device for platform encrustation eradication
US4659255 *Dec 6, 1985Apr 21, 1987Nippon Steel CorporationMarine structure of precoated corrosion resistant steel pipe piles
US4708527 *Mar 4, 1987Nov 24, 1987Central Plastics CompanyPlastic pile protector and method of covering a pile with same
US4713129 *Aug 19, 1983Dec 15, 1987Central Plastics CompanyPlastic pile protector and method of covering a pile with same
US4764054 *Apr 7, 1987Aug 16, 1988Sutton John SPiling-jacket system and method
US4941775 *Feb 26, 1988Jul 17, 1990Benedict Risque LCathodic protection of critical offshore marine structure critical components by making the critical component noble (passive) to the balance of the platform
US4983072 *Jul 26, 1989Jan 8, 1991Bell Jr Henry AMethod of protecting submerged piling
US5087154 *Sep 17, 1990Feb 11, 1992Mpt Services, Inc.Coatings and process affording corrosion protection for marine structures
US5102265 *Feb 4, 1991Apr 7, 1992T C Manufacturing Co., Inc.Adjustable width split sleeve and method of forming ends thereto
US5380131 *Feb 25, 1993Jan 10, 1995Mpt Services, Inc.System for corrosion protection of marine structures
US5605414 *Sep 26, 1995Feb 25, 1997Johnny M. FullerApparatus and method for protecting barrier
US5919004 *Nov 20, 1997Jul 6, 1999Christenson; JohnMethod and apparatus for protective encapsulation of structural members
US6364575 *Sep 7, 2000Apr 2, 2002Michael S. BradleyUnderwater pile repair jacket form
US6773206 *Mar 12, 2002Aug 10, 2004Michael S. BradleySupport pile repair jacket form
US7104219May 30, 2003Sep 12, 2006Frantz Anthony FPiling decontamination and marine life enhancement system
US8690482 *May 2, 2012Apr 8, 2014Wayne FeyPile encapsulation system and method
US20040240945 *May 30, 2003Dec 2, 2004Frantz Anthony F.Piling decontamination and marine life enhancement system
US20050284032 *Aug 22, 2005Dec 29, 2005Shunichi IgarashiBuilding reinforcing method, material and structure
US20130209175 *Aug 4, 2011Aug 15, 2013Craig Scott KeyworthCorrosion protection of pipes suspended in seawater
US20140339810 *May 6, 2014Nov 20, 2014Lockheed Martin CorporationPressure compensated enclosures for submerged joints
EP0789802A1 *Jan 28, 1993Aug 20, 1997DOLESHAL, Donald L.Method and apparatus for treatment, repair and encapsulation of a submerged pile
EP0789802A4 *Jan 28, 1993Aug 20, 1997 Title not available
EP1258579A1 *Dec 26, 2000Nov 20, 2002Structural Quality Assurance, Inc.Building reinforcing method, material, and structure
EP1258579A4 *Dec 26, 2000Aug 10, 2005Structural Quality Assurance IBuilding reinforcing method, material, and structure
U.S. Classification405/216
International ClassificationE21B41/00, B63B59/00, E04B1/64, E21B41/02, C23F11/00
Cooperative ClassificationC23F11/00, E04B1/642, B63B59/00, E21B41/02
European ClassificationB63B59/00, C23F11/00, E21B41/02, E04B1/64C