GB2255583A - Protective coating - Google Patents

Protective coating Download PDF

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Publication number
GB2255583A
GB2255583A GB9209363A GB9209363A GB2255583A GB 2255583 A GB2255583 A GB 2255583A GB 9209363 A GB9209363 A GB 9209363A GB 9209363 A GB9209363 A GB 9209363A GB 2255583 A GB2255583 A GB 2255583A
Authority
GB
United Kingdom
Prior art keywords
formwork
resin
protective coating
elongate
annular space
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
GB9209363A
Other versions
GB9209363D0 (en
GB2255583B (en
Inventor
Klaus Nicholas Tusch
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Colebrand Ltd
Original Assignee
Colebrand Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from GB919110097A external-priority patent/GB9110097D0/en
Application filed by Colebrand Ltd filed Critical Colebrand Ltd
Priority to GB9209363A priority Critical patent/GB2255583B/en
Publication of GB9209363D0 publication Critical patent/GB9209363D0/en
Publication of GB2255583A publication Critical patent/GB2255583A/en
Application granted granted Critical
Publication of GB2255583B publication Critical patent/GB2255583B/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/06Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017Means for protecting offshore constructions
    • E02B17/0026Means for protecting offshore constructions against corrosion
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • 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
    • E02D5/226Protecting piles

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A system for providing coating of resin 42 to a body such as tubular underwater structure 11 comprises an annular formwork 12 erected to encircle the structure leaving an annular gap 13 between the formwork and the structure by means of spacers. Resin is injected into the annular space through an injection point 23. The formwork 12 may comprise two hemi-cylindrical parts which are clamped together by clamp means. <IMAGE>

Description

PROTECTIVE COATING The invention relates to protective coating, particularly to the application of a protective coating to a body and is particularly useful for use with bodies which are wholly or partly under water, though the invention may be utilised out of water.
Most structures need a protective covering to prolong their life, particularly against corrosion. In the underwater environment, particularly close to the surface where there is plenty of oxygen in the water, corrosion by rusting and plant growth can be a serious nuisance, both in reducing the strength of the structure and adding to its weight so that the structure may become unstable. The application of protective paints or other coatings by a brush is impractical under water and it has previously been proposed to apply a protective coating by making it into the form of a putty and applying it by hand. It is difficult to achieve a complete coating in this manner and in particular a uniform coating so that much material is wasted.
It is an object of the invention to seek to mitigate this disadvantage.
According to the invention there is provided a system for applying a protective coating to a body, comprising a formwork adapted to be placed round the body, spacer means for spacing the formwork from the body, means to clamp the formwork round the body to leave an annular space therebetween, and means to apply a resin material to the annular space whereby to provide the protective coating between the formwork and the body.
Using the invention a resin can be applied to a body or structure between the structure and surrounding formwork. The formwork provides control of the space to be occupied by the resin around the structure and supports the resin until it is cured. The formwork can then be removed or it may be retained to provide additional protection of the structure.
There may be a plurality, preferably six, of spacer means. This provides for an equalising support force.
The formwork may comprise an elongate tubular member which may have a longitudinal slot whereby the formwork can be mounted on the member. This provides for ease of handling.
There may be a plurality of similar tubular members whereby two members are mountable adjacent one another along an elongate body to provide a substantially continuous elongate formwork. This provides for provision of various lengths of formwork.
Each member may have end connection means whereby one member is engageable with another similar member. This provides for effective sealing against resin leakage.
Leakage prevention may be enhanced by a seal means adjacent one end of a tubular member, particularly a seal means which may comprise an inflatable ring seal means.
The formwork may comprise two hemi-cylindrical formwork parts. This provides for ease of mounting round an elongate body.
According to a second aspect of the invention there is provided a workpiece, comprising a body to be coated, in combination with a system according to any preceding paragraph.
The formwork may be removed subsequent to curing of the resin.
A system embodying the invention is hereinafter described, by way of example with reference to the accompanying drawings.
Fig.1 shows in diagrammatic form a tubular structure with an encircling formwork, according to the invention; Fig.lA shows a transverse cross-sectional view of the structure of Fig.1; Fig.2 shows in diagrammatic form the structure and formwork during the encapsulation process; Figs. 3A, 3B and 3C show respectively the formwork in sections in elevation and plan and joined together around the structure; and Figs. 4A and 4B show elevational and plan views of further details of the system, particularly within the formwork.
The drawings show a body in the form of a tubular structure 11 to be protected.
The structure is cleaned as far as possible and high pressure water jets or grit blasting may be used. Cleaning is not critical because the encapsulation of the structure by resin will isolate any remaining corrosion or growth and no further corrosion of or growth on the structure will be allowed to occur after encapsulation.
An annular formwork 12 is erected encircling the structure leaving an annular gap 13 between the formwork and the structure controlled by spacer members 14 which in the embodiment are equally spaced around the structure, six being shown in Fig.4 and which form resin thickness control spacers. The formwork 12 is supported on a support ring 21 secured to the structure at a sufficient depth below water level below which no further protective coating is required. An inflatable ring seal 22 seals the bottom of the annular space between the structure and the formwork above the support ring. Immediately above the seal an injection point 23 is provided in the formwork through which resin 42 is injected into the annular space 12 between the structure and the formwork and as resin is injected, water in that annular space is forced out of the space at the top of the formwork.When the annular space has been completely filled by resin 42, it is cured after which the formwork can be removed if required.
The material of the resin and/or the formwork if it is retained in position after curing of the resin, is chosen to inhibit further plant growth and corrosion.
Polyethylene and glass-reinforced plastics are particularly suitable materials and the formwork exterior may also be lined with copper in important locations (for example by a copper mesh being embedded in the formwork outer surface) to prevent fouling occurring - the copper and the metal of the structure setting up an electrolytic cell.
Fig.3 shows how the formwork may be formed in hemi-cylindrical sections 30.
The edges of the sections may be flanged at 31 to assist joining together, particularly at the joins 32 running transversely of the length of the structure.
The hemicylindrical sections are suitably secured together by securing means such as clamps, but clamps are not shown in the drawings.
Fig.2 shows resin supplied by a pipe 41 fed to the bottom of the formwork.
Resin 42 is rising up the gap 13 and water is being forced out of the gap 13 at the top of the formwork 12 as shown by arrows 'X', Fig.2.
Fig.1 is only diagrammatic and it should be understood there is a space 13 between the formwork 12 and the tubular structure 11 which space 13 is sealed at the bottom end to prevent ingress of water and escape of resin. The spacer members 14 are preferably of a material compatible with the resin. The spacer members 14 may be formed with the formwork 12 or may be provided as separate components.
The system may be used in a splash or inter-tidal zone, and in this case the water level is shown by line 'W' in the drawings.
Thus the tubular body may comprise a leg of an oil drilling platform off-shore, and as such are shown substantially vertical in the drawings.
It will be understood, however, that the system is appliable in any orientation, for example horizontal, and above the water level 'W', that is out of the splash zone.
Two examples of resin constituents usable in the invention are set out below:1) Underwater encapsulation - high impact resistance 1.1 Elastomer modified Bisphenol A Epoxy Resin 1.2 Polyglycol Diepoxide resin 1.3 Silane coupling agent 1.4 Acrylate resin flow agent 1.5 Carbon Fibre 1.6 Modified adducted Fatty amine 1.7 Accelerated aliphatic amine 2. Above water encapsulation - usually horizontal mode- high resistance to internal pressure 2.1 Bisphenol A/Bisphenol F epoxy resin 2.2 Aromatic Amine A practical Example of the invention is given below: EXAMPLE APPLICATION OF MATERIAL - METHOD STATEMENT 6 lengths of pipe in total.
3 x 61/2 OD 18mm wall thickness 10mm blanking plate 3 x 125/8 OD 9mm wall thickness 10mm blanking plate End plates 21 of 10mm thickness were welded to the ends of each pipe. A " BSP hole was drilled and tapped in each end plate and pressure testing was carried out to check the integrity of the weld.
In order to simulate wall damage a 10mm hole was drilled in each pipe at approximately half distance along the length. For reference purposes the position of the hole is indicated by an arrow on one end blanking plate.
The 6 pipes were grit blasted using J Blast Fine Grit to Swedish standard SA 2.5 with an average profile of 75 um.
Galvanised sheathing was placed in position around the pipes and seals fitted at each end of the sheathing. In each item the 10mm hole was filled with a removable plug and the resin pumped into the space between sheath and pipe.
The temporary plug was removed after the initial curing period and the full system allowed to cure for 7 days.
HORIZONTAL RESIN ENCAPSULATION SYSTEM Tests on the 6 resin encapsulated pipes were carried out at BSI (British Standards Institute) Testing, Hemel Hempstead.
Initital tests were undertaken with the sheathing 12 in place and although a lOmm hole had been pre drilled in the pipe before encapsulation, no failure of the resin coating was detected. All tests were to 1000 bar (14,500 PSI) + one test to 1300 bar (18,850 PSI). These pressures were held over a number of hours (full report awaited from BSI Testing).
Further tests were then carried out with the sheathing removed. Identical results were obtained. BSI Testing remarked that the encapsulation is 'the toughest they have come across'.
Thus, using a system described herein with reference to the accompanying drawings, a sheath 12 is fitted in two sections to say a pile 11 of a drilling rig.
It will be understood that the sheath can be custom made to fit various lengths, which can be joined to add further length.
The selected resin is then injected into the space between pile and sheath. The resin will vary according to the system selected. In all cases the cure cycle is rapid and takes place with no voids and a complete bond with the substrate is achieved. After curing the sheathing is usually removed - except where an antifoulant is required or extra sctructural strength needed. The resin can be injected above or below water, thus ensuring that even in tidal or splash zone areas work can continue at a rapid rate.

Claims (12)

1. A system for applying a protective coating to a body, comprising a formwork adapted to be placed round the body, spacer means for spacing the formwork from the body, means to clamp the formwork round the body to leave an annular space therebetween, and means to apply a resin material to the annular space whereby to provide the protective coating between the formwork and the body.
2. A system according to Claim 1, there being a plurality of space means.
3. A system according to Claim 2, there being six spacer means.
4. A system according to any preceding claim, the formwork comprising an elongate tubular member having a longitudinal slot whereby the formwork can be mounted on the member.
5. A system according to Claim 4,there being a plurality of similar tubular members whereby two members are mountable adjacent one another along an elongate body to provide a substantially continuous elongate formwork.
6. A system according to Claim 4,each member having end connector means whereby one member is engageable with another similar member.
7. A system according to Claim 5 or Claim 6, including a seal means adjacent one end of a tubular member.
8. A system according to Claim 7, the seal means comprising an inflatable ring seal means.
9. A system according to any of Claims 4 to 8, the formwork comprising two hemi-cylindrical formwork parts.
10. A system for applying a protective coat to a body, substantially as hereinbefore described with reference to the accompanying drawings.
11. A workpiece, comprising a body to be coated, in combination with a system as hereinbefore defined.
12. A workpiece according to Claim 11, the formwork being removed subsequent to curing of the resin.
GB9209363A 1991-05-10 1992-04-30 Protective coating Expired - Fee Related GB2255583B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9209363A GB2255583B (en) 1991-05-10 1992-04-30 Protective coating

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB919110097A GB9110097D0 (en) 1991-05-10 1991-05-10 Protective coating
GB9209363A GB2255583B (en) 1991-05-10 1992-04-30 Protective coating

Publications (3)

Publication Number Publication Date
GB9209363D0 GB9209363D0 (en) 1992-06-17
GB2255583A true GB2255583A (en) 1992-11-11
GB2255583B GB2255583B (en) 1995-05-31

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Family Applications (1)

Application Number Title Priority Date Filing Date
GB9209363A Expired - Fee Related GB2255583B (en) 1991-05-10 1992-04-30 Protective coating

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Country Link
GB (1) GB2255583B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5501299A (en) * 1994-01-05 1996-03-26 U.S. Elevator Process and apparatus for preventing corrosion of a hydraulic elevator cylinder
US6536991B1 (en) * 2000-10-11 2003-03-25 Madcon Corporation Method of structurally reinforcing an assembly of tubular members in a marine environment
US6997260B1 (en) 2003-03-06 2006-02-14 Bruce Trader Method of repairing tubular members on oil and gas wells
US8628275B1 (en) 2010-02-01 2014-01-14 Madcon Corporation Structural bonded repair method for repairing tubular members in an offshore marine environment

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4077224A (en) * 1976-05-13 1978-03-07 Lynes, Inc. Method and apparatus for grouting an offshore structure
GB2028405A (en) * 1977-12-06 1980-03-05 Henry E J W Improvements Relating to Methods of Protecting Structural Members
GB2084488A (en) * 1980-10-03 1982-04-15 Scott Bader Co Biofouling of surfaces
US4415293A (en) * 1982-04-05 1983-11-15 Shell Oil Company Offshore platform free of marine growth and method of reducing platform loading and overturn
GB2159561A (en) * 1984-05-15 1985-12-04 Viking Mjondalen As Method for applying a protective coating to an elongate structural element of steel, e.g. a riser on an offshore oil rig
GB2163468A (en) * 1984-08-10 1986-02-26 Irete Sa Treating and strengthening submerged structures

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4077224A (en) * 1976-05-13 1978-03-07 Lynes, Inc. Method and apparatus for grouting an offshore structure
GB2028405A (en) * 1977-12-06 1980-03-05 Henry E J W Improvements Relating to Methods of Protecting Structural Members
GB2084488A (en) * 1980-10-03 1982-04-15 Scott Bader Co Biofouling of surfaces
US4415293A (en) * 1982-04-05 1983-11-15 Shell Oil Company Offshore platform free of marine growth and method of reducing platform loading and overturn
GB2159561A (en) * 1984-05-15 1985-12-04 Viking Mjondalen As Method for applying a protective coating to an elongate structural element of steel, e.g. a riser on an offshore oil rig
GB2163468A (en) * 1984-08-10 1986-02-26 Irete Sa Treating and strengthening submerged structures

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5501299A (en) * 1994-01-05 1996-03-26 U.S. Elevator Process and apparatus for preventing corrosion of a hydraulic elevator cylinder
US6536991B1 (en) * 2000-10-11 2003-03-25 Madcon Corporation Method of structurally reinforcing an assembly of tubular members in a marine environment
US6997260B1 (en) 2003-03-06 2006-02-14 Bruce Trader Method of repairing tubular members on oil and gas wells
US8628275B1 (en) 2010-02-01 2014-01-14 Madcon Corporation Structural bonded repair method for repairing tubular members in an offshore marine environment

Also Published As

Publication number Publication date
GB9209363D0 (en) 1992-06-17
GB2255583B (en) 1995-05-31

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PCNP Patent ceased through non-payment of renewal fee

Effective date: 20010430