US2874548A - Protection against corrosion - Google Patents

Protection against corrosion Download PDF

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US2874548A
US2874548A US2874548DA US2874548A US 2874548 A US2874548 A US 2874548A US 2874548D A US2874548D A US 2874548DA US 2874548 A US2874548 A US 2874548A
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sleeve
water
corrosion
annular
sealing material
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/60Piles with protecting cases

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  • the present invention relates to a novel methodV for protecting metal members from corrosion.
  • corrosion of a metal member under such conditions is substantially eliminated by enclosing all or a part of the member within a long sleeve of a corrosion-resistant material which is spaced annular-ly therefrom, and then filling the annular space between the member and the sleeve with a fixed body of corrosion resistant liquid-impermeable sealing material to engage the metal member and exclude corrosive fluids from contact therewith.
  • a body of solid exible thermoplastic organic sealing material such as grease or asphalt
  • Figure l is a vertical sectional view, parts being in side elevation, showing a corrosion-protected metal member in accordance with the invention
  • Figure 2 is a cross-sectional view taken along the line 2-2 in Figure 1, illustrating one procedure for installing a protective sleeve
  • Figure 3 is a fragmentary cross-sectional view taken through a corrosion protected metal member, illustrating a modified procedure for installing a protective sleeve.
  • the elongated metal member to be protected is a tubular steel pile'11 which is ernbedded in the earth or mud 13 at the bottom of a body of sea water 15 and extends vertically upwardly through the sea water past the low and high tide marks to a position above the top of the splash zone 17.
  • Suitable materials are metalloids such as dielectric plastics or resinsfor example, polyethylene, polyacrylic esters, poly zt-methylacyrlic esters, phenol formaldehyde resins, poly,
  • vinyl resins such as polymerized vinyl acetate, polymerized vinyl chloride, or copolymers of vinyl acetate with vinyl chloride, polystyrene resins, polytetraiiuoroethylene,4
  • Sleeve v1.9 extends at its lower end 21 into the earth '2,874,548 Patented Feb. 24, 1959 2 Y t 13 at the bottom of the sea, and at its upper end 23 projects above the top of the splash zone so as to assure full protection of the member 11.
  • a body of sealing material 27 which engages the member 11 and excludes the latter from contact with corrosive sea water.
  • materials suitableto fill the space 25 are heavy dielectric greases and asphalts which are sufliciently solid to remain fixed securely in place within the sleeve.
  • the corrosion protected structuredescribed'above is readily obtained by first positioning the sleeve 19 around the member 11 with ⁇ its lower end above the water level,- introducin'g a body of packing material 29 into the annulus 25 at the lower end 21 of the sleeve to exclude water therefrom, and then feeding the sleeve down through the water until its lower end 21 is embedded in the earth 13.
  • any suitable exible packing material 29 can be used Hee to seal the annulus25.
  • One suitable material is wadded burlap, but other exible materials such as an inllated annular rubber ring also can be used.
  • the packing 29 can be retained in position during the sleeve lowering step by providing the sleeve 19 with an outwardly flared annular section 31 at its lower end which traps the packing material and prevents it from rising within the sleeve.
  • Sleeve 19 can be a unitary member which is slipped over the top of the pile 11 or other metal member.
  • the sleeve 19 is made up of two semicylindrical halves 33 and 35 which are positioned around the pile 11 and then secured together.
  • the sealing material 27 is introduced ⁇ into the annulus 25.
  • Sealing material also can be introduced by first dissolving it in a volatile solvent to form a pourable solution from which the solvent later is allowed to evaporate, or some types such as heavy greases may be extruded into the annulus and consolidated there under pressure. While we have illustrated the invention by showing a sleeve 19 which extends down to the bottom of the sea,
  • a method for protecting an elongated member of metal embedded in the earth at the bottom of a body of water and extending vertically upwardly to a position above the top ofthe splash zone ⁇ of said body of water comprising enclosing at least a part of said member above the surface of said body of water within an annular sleeve in annular spaced relationship to said member, said sleeve being comprised of a solid synthetic plastic material and having an outwardly ared annular section at the lower end thereof, said outwardly ilared annular section and said member forming an outwardly flared annulus therebetween, introducing into said ared annulus a body of exible packing material in water tight contact with both said member and said flared section for excluding water from said flared annulus, and simultaneously maintaining said lower end above the surface of said body of water; lowering said sleeve containing said packing material in said ared annulus ⁇ into said body of water until
  • a method in accordance with claim l wherein the step of enclosing at least a part of said member above the surface of said body of water within an annular sleeve in annular spaced relationship to said member is accomplished by placing a pair of semi-cylindrical sleeve members around at least a part of said member above the surface of said body of water in annular spaced relationship to said member and securing said semi-cylindrical sleeve members together in water tight contact by welding together the adjoining edges thereof.

Description

Fb 24, 1959 W. H. DRUsHEL ETAL 2,874,548
PROTECTION AGAlNsT coRRosIoN Filed sept. 28, 1953 {,33
United States Patent O 2,874,548 M PROTECTION AGAINST, CORROSION William H. Drushel, Liberty, and Richard H. McCall and Charles J. Perilloux, Houston, Tex., assignors to The Texas Company, New York, N. Y., a corporation of Delaware Application September 28, 1953, Serial No. 382,826
2 Claims. (Cl. 61-54) The present invention relates to a novel methodV for protecting metal members from corrosion.
When steel or other metal members such as elongated piles or oil well flow tubes are used in moist areas, as in the fresh or salt waters of lakes, rivers,y marshes, and oceans, severe corrosion of the metal members is encountered.- Corrosion is particularly severe when the metal member extends from below the surface of a body of water to a position above the surface so that a portion of the member is wet only intermittently by contact with the water, for example the portion above the low tide mark in tidal waters or the portion that is periodically wet by the splashing of waves.
In accordance with the present invention corrosion of a metal member under such conditions is substantially eliminated by enclosing all or a part of the member within a long sleeve of a corrosion-resistant material which is spaced annular-ly therefrom, and then filling the annular space between the member and the sleeve with a fixed body of corrosion resistant liquid-impermeable sealing material to engage the metal member and exclude corrosive fluids from contact therewith. Excellent results can be obtained by rst converting to a liquid condition a body of solid exible thermoplastic organic sealing material, such as grease or asphalt, and then pouring the liquid sealing material into the annular space to solidify there and engage the metal member.
The invention will be described more in detail below, with reference to the drawings wherein:
Figure l is a vertical sectional view, parts being in side elevation, showing a corrosion-protected metal member in accordance with the invention;
Figure 2 is a cross-sectional view taken along the line 2-2 in Figure 1, illustrating one procedure for installing a protective sleeve; and
Figure 3 is a fragmentary cross-sectional view taken through a corrosion protected metal member, illustrating a modified procedure for installing a protective sleeve.
Referring to Figure l, the elongated metal member to be protected is a tubular steel pile'11 which is ernbedded in the earth or mud 13 at the bottom of a body of sea water 15 and extends vertically upwardly through the sea water past the low and high tide marks to a position above the top of the splash zone 17.
Enclosing the pile 11 in annularly spaced relation thereto is an imperforate cylindrical sleeve 19 of a mate rial having high resistance to corrosion. Suitable materials are metalloids such as dielectric plastics or resinsfor example, polyethylene, polyacrylic esters, poly zt-methylacyrlic esters, phenol formaldehyde resins, poly,
vinyl resins such as polymerized vinyl acetate, polymerized vinyl chloride, or copolymers of vinyl acetate with vinyl chloride, polystyrene resins, polytetraiiuoroethylene,4
and polyfluoro-chloro ethylene. Other usable sleeve `materials are such corrosion resistant metals as nickel alloys, and 18-8 stainless steel.
Sleeve v1.9 extends at its lower end 21 into the earth '2,874,548 Patented Feb. 24, 1959 2 Y t 13 at the bottom of the sea, and at its upper end 23 projects above the top of the splash zone so as to assure full protection of the member 11. In the space 25 between Vthe member 11 and sleeve 19 is a body of sealing material 27 which engages the member 11 and excludes the latter from contact with corrosive sea water. Among materials suitableto fill the space 25 are heavy dielectric greases and asphalts which are sufliciently solid to remain fixed securely in place within the sleeve.
The corrosion protected structuredescribed'above is readily obtained by first positioning the sleeve 19 around the member 11 with `its lower end above the water level,- introducin'g a body of packing material 29 into the annulus 25 at the lower end 21 of the sleeve to exclude water therefrom, and then feeding the sleeve down through the water until its lower end 21 is embedded in the earth 13.
Any suitable exible packing material 29 can be used Hee to seal the annulus25. One suitable material is wadded burlap, but other exible materials such as an inllated annular rubber ring also can be used. The packing 29 can be retained in position during the sleeve lowering step by providing the sleeve 19 with an outwardly flared annular section 31 at its lower end which traps the packing material and prevents it from rising within the sleeve. Sleeve 19 can be a unitary member which is slipped over the top of the pile 11 or other metal member. However, sometimes the presence of obstructions makes it impossible to slip such a unitary sleeve over the top, and in such cases the sleeve 19 is made up of two semicylindrical halves 33 and 35 which are positioned around the pile 11 and then secured together. We prefer to secure the halves 33 and 35 together by integrating the adjoining edges at 37 and 39, as by brushing them with a suitable solvent such as acetone which is then allowed to evaporate, or by welding them together with a low temperature gas llame. The latter procedure is illustrated in Figure 3 wherein the two semi-cylindrical sleeve halves 41 and 43 are provided with mating lips 45 at their abutting edges so that a ame 47 can fuse over the excess material and assure a unitary integrated construction.
After sleeve 19 has been installed, the sealing material 27 is introduced` into the annulus 25. We prefer to melt the sealing material and pour it in the liquid condition through the open sleeve top 23 into the annulus, where it cools and solidiiies in intimate engagement with the member 11. While the heat of the molten material ordinarily might be expected to damage the sleeve 19, such damage actually is prevented by the sea water which surrounds the sleeve and extracts heat therefrom so rapidly that its structural characteristics are not changed.
Sealing material also can be introduced by first dissolving it in a volatile solvent to form a pourable solution from which the solvent later is allowed to evaporate, or some types such as heavy greases may be extruded into the annulus and consolidated there under pressure. While we have illustrated the invention by showing a sleeve 19 which extends down to the bottom of the sea,
it is evident that effective protection in the zone of most serious corrosion attack can be accomplished with a similar sleeve which extends from a position slightly below the low tide mark to a position above the high tide mark, and preferably above the top of the splash zone 17 also. It is also apparent that the principles of the invention are applicable to the protection of equipment which is in continuous service under water.
Obviously many modifications and variations of the invention, as hereinbefore set forth, may be made without departing from the spirit and scope thereof, and therefore only such limitations should be imposed as are indicated in the appended claims.
- wng 3 We claim: i Y Y A 1. A method for protecting an elongated member of metal embedded in the earth at the bottom of a body of water and extending vertically upwardly to a position above the top ofthe splash zone `of said body of water, said method comprising enclosing at least a part of said member above the surface of said body of water within an annular sleeve in annular spaced relationship to said member, said sleeve being comprised of a solid synthetic plastic material and having an outwardly ared annular section at the lower end thereof, said outwardly ilared annular section and said member forming an outwardly flared annulus therebetween, introducing into said ared annulus a body of exible packing material in water tight contact with both said member and said flared section for excluding water from said flared annulus, and simultaneously maintaining said lower end above the surface of said body of water; lowering said sleeve containing said packing material in said ared annulus `into said body of water until said sleeve extends lfrom said earth to a point above the top of said splash zone; heating'and melting a body of solid organic sealing material to a hot liquid condition and pouring said body of hot liquid sealing material into the annular space remaining between said member and said sleeve whereby said body of hot liquid sealing material is indirectly cooled by said body of water in contact with said sleeve to solidify and engage said 4 member and Asaid sleeve for excluding corrosive iluids from said member.
2. A method in accordance with claim l wherein the step of enclosing at least a part of said member above the surface of said body of water within an annular sleeve in annular spaced relationship to said member is accomplished by placing a pair of semi-cylindrical sleeve members around at least a part of said member above the surface of said body of water in annular spaced relationship to said member and securing said semi-cylindrical sleeve members together in water tight contact by welding together the adjoining edges thereof.
References Cited in the file of this patent UNITED STATES PATENTS OTHER REFERENCES Civil Engineering, volume 12, Number 10; pages 566-r 569, October 1942.
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Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3137140A (en) * 1959-04-06 1964-06-16 Muller Ludwig Pile structure
US3139731A (en) * 1959-01-05 1964-07-07 Orval E Liddell Band-type barrier encasement for protecting timbers against marine borer attack
US3181300A (en) * 1960-10-31 1965-05-04 Walter A Plummer Piling jacket and method of protecting pilings
US3188816A (en) * 1962-09-17 1965-06-15 Koch & Sons Inc H Pile forming method
US3192955A (en) * 1961-04-14 1965-07-06 Phillips Petroleum Co Reinforced corrosion resistant conduit
US3417569A (en) * 1968-01-25 1968-12-24 William N. Laughlin Protective coating and method
US3497990A (en) * 1967-11-15 1970-03-03 Goodyear Tire & Rubber Cellular antifouling covering for submerged marine objects
US3505758A (en) * 1967-11-15 1970-04-14 Goodyear Tire & Rubber Antifouling covering for submerged marine objects
US3736759A (en) * 1971-02-17 1973-06-05 Schlegel Mfg Co Pile covering
US4019301A (en) * 1974-07-15 1977-04-26 Fox Douglas L Corrosion-resistant encasement for structural members
US4439071A (en) * 1982-01-15 1984-03-27 Sonoco Products Company Piling encasement system
US4659255A (en) * 1984-07-19 1987-04-21 Nippon Steel Corporation Marine structure of precoated corrosion resistant steel pipe piles
US4743142A (en) * 1984-07-19 1988-05-10 Nippon Steel Corporation Precoated corrosion-resistant steel pipe piles for marine use, and structure thereof
FR2609739A1 (en) * 1987-01-21 1988-07-22 Sevene Jean Pierre Method for the surface protection of a submerged construction, device for the implementation of the said method and construction thus obtained
US4876896A (en) * 1986-06-16 1989-10-31 I.W. Industries, Inc. Method of testing protective encapsulation of structural members
US4983072A (en) * 1989-07-26 1991-01-08 Bell Jr Henry A Method of protecting submerged piling
US5516236A (en) * 1994-06-20 1996-05-14 Winn & Coales (Denso), Ltd. Timber pile protection system
US20050002741A1 (en) * 2003-05-30 2005-01-06 Spectrum Dock Systems, Inc. Apparatus and method for dock support or composite piling
US20050236061A1 (en) * 2002-07-30 2005-10-27 Coppe/Ufrj - Coordenacao Dos Programas De Pos Graduacao De Engenharia Do Universidade Sandwich pipes for ultra-deep waters
US20090269145A1 (en) * 2008-04-24 2009-10-29 William James Castle Method and Apparatus for Repairing Piles

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US288807A (en) * 1883-11-20 Try-square
US884668A (en) * 1907-12-09 1908-04-14 Frederick A Koetitz Concrete pile-covering.
US954973A (en) * 1909-06-29 1910-04-12 Frederick A Koetitz Fitting for pile-casings.
US1211164A (en) * 1913-03-20 1917-01-02 Henry C Bromley Casing for piles.
US2191248A (en) * 1936-06-03 1940-02-20 Horace Williams Company Inc W Means for protecting piles
US2336168A (en) * 1942-04-09 1943-12-07 Standard Oil Dev Co Method and apparatus for completing wells
US2351615A (en) * 1940-06-03 1944-06-20 James Robert Maxwell Building construction
US2470149A (en) * 1948-01-16 1949-05-17 John H Derby Pile

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US288807A (en) * 1883-11-20 Try-square
US884668A (en) * 1907-12-09 1908-04-14 Frederick A Koetitz Concrete pile-covering.
US954973A (en) * 1909-06-29 1910-04-12 Frederick A Koetitz Fitting for pile-casings.
US1211164A (en) * 1913-03-20 1917-01-02 Henry C Bromley Casing for piles.
US2191248A (en) * 1936-06-03 1940-02-20 Horace Williams Company Inc W Means for protecting piles
US2351615A (en) * 1940-06-03 1944-06-20 James Robert Maxwell Building construction
US2336168A (en) * 1942-04-09 1943-12-07 Standard Oil Dev Co Method and apparatus for completing wells
US2470149A (en) * 1948-01-16 1949-05-17 John H Derby Pile

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3139731A (en) * 1959-01-05 1964-07-07 Orval E Liddell Band-type barrier encasement for protecting timbers against marine borer attack
US3137140A (en) * 1959-04-06 1964-06-16 Muller Ludwig Pile structure
US3181300A (en) * 1960-10-31 1965-05-04 Walter A Plummer Piling jacket and method of protecting pilings
US3192955A (en) * 1961-04-14 1965-07-06 Phillips Petroleum Co Reinforced corrosion resistant conduit
US3188816A (en) * 1962-09-17 1965-06-15 Koch & Sons Inc H Pile forming method
US3497990A (en) * 1967-11-15 1970-03-03 Goodyear Tire & Rubber Cellular antifouling covering for submerged marine objects
US3505758A (en) * 1967-11-15 1970-04-14 Goodyear Tire & Rubber Antifouling covering for submerged marine objects
US3417569A (en) * 1968-01-25 1968-12-24 William N. Laughlin Protective coating and method
US3736759A (en) * 1971-02-17 1973-06-05 Schlegel Mfg Co Pile covering
US4019301A (en) * 1974-07-15 1977-04-26 Fox Douglas L Corrosion-resistant encasement for structural members
US4439071A (en) * 1982-01-15 1984-03-27 Sonoco Products Company Piling encasement system
US4659255A (en) * 1984-07-19 1987-04-21 Nippon Steel Corporation Marine structure of precoated corrosion resistant steel pipe piles
US4743142A (en) * 1984-07-19 1988-05-10 Nippon Steel Corporation Precoated corrosion-resistant steel pipe piles for marine use, and structure thereof
US4876896A (en) * 1986-06-16 1989-10-31 I.W. Industries, Inc. Method of testing protective encapsulation of structural members
FR2609739A1 (en) * 1987-01-21 1988-07-22 Sevene Jean Pierre Method for the surface protection of a submerged construction, device for the implementation of the said method and construction thus obtained
US4983072A (en) * 1989-07-26 1991-01-08 Bell Jr Henry A Method of protecting submerged piling
US5516236A (en) * 1994-06-20 1996-05-14 Winn & Coales (Denso), Ltd. Timber pile protection system
US20050236061A1 (en) * 2002-07-30 2005-10-27 Coppe/Ufrj - Coordenacao Dos Programas De Pos Graduacao De Engenharia Do Universidade Sandwich pipes for ultra-deep waters
US20050002741A1 (en) * 2003-05-30 2005-01-06 Spectrum Dock Systems, Inc. Apparatus and method for dock support or composite piling
US20090269145A1 (en) * 2008-04-24 2009-10-29 William James Castle Method and Apparatus for Repairing Piles
US8070390B2 (en) 2008-04-24 2011-12-06 W. J. Castle, P.E. & Associates, P.C. Method and apparatus for repairing piles

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