A METHOD OF PROTECTING MATERIALS AGAINST CORROSION AS WELL AS AN APPARATUS FOR CARRYING OUT THE METHOD

Abstract: A method of protecting materials against corrosion including the steps of priming with a primer containing 3 to 20 % by weight of phenol-modified resin and 0.1 to 5 % by weight of silane, coating with a modified bitumen enamel modified with one or more polymers selected among vinyl-butadiene block polymers optionally combined with polyolefins in a quantity of 6 to 18 % by weight calculated on the total quantity of polymer and bitumen, wrapping in a wrapping material and optionally applying a concrete coating, as well as an apparatus for carrying out the method.

Description: Title: A method of protecting materials against corro¬ sion as well as an apparatus for carrying out the method. Technical Field The present invention relates to a method of protecting materials against corrosion including the steps of priming with a primer, coating with a modified bitumen enamel, wrapping in a wrapping material and optionally applying a concrete coating, and an apparatus for carrying out the method. The method according to the invention ensures an improve¬ ment of the conventional protection of materials against corrosion, such as for instance pipes to be used both offshore and onshore. The conventional method of protecting for instance pipes against corrosion starts with priming with a primer followed by application of a bitumen enamel or a tar enamel, one or more layers of wrapping material simultaneously being applied to the liquid enamel. The conventional method is terminated by application of an additional layer of wrapping material. In connection with pipes to be used offshore, a concrete coating is finally applied for protection of the pipe and for counter-acting buoyancy, especially when said pipe is empty. Background Art Examples of bitumen enamels and suited primers to be used in combination therewith are described in "Specification for Bitumen-based Hot-applied Coating Materials for Pro¬ tecting Iron and Steel, Including Suitable Primers Where Required", BS 4147: 1980 by British Standards Institution, said matter hereby being incorporated in the present specification. The same applies to examples of tar enamels and suited primers described in "Specification for Coal- Tar-Based Hot-applied Coating Materials for Protecting Iron and Steel, Including Suitable Primers Where Required", BS 4164; 1980, also by British Standards Institution. Tar enamels, such as for instance coal tar enamel, are old and well-known pipe coating materials possessing several excellent properties, inter alia an outstanding protecting effect against corrosion. However, the material is gradually growing outdated partly due to its environmen¬ tal drawbacks and partly due to the difficulty of providing the raw materials of the correct quality. In addition, the use of tar enamel is encumbered with draw-backs relat¬ ing to the production thereof because the properties of the tar enamel may change during the production which involves repeated return pumpings, reheatings and flood coatings, where it cannot be avoided that some of the ingredients of the enamel evaporate. A typical tar enamel to be used for protection against corrosion contains tar of the quality 105/15, 105/8 or 120/5 according to BS 4164: 1980 in a quantity of 65 to 75% by weight together with filler in a quantity of 25 to 35% by weight. Bitumen enamels are well-known and appreciated pipe coating materials presently used to an increasing extent instead of coal tar enamel. Most of the pipelines for oil and gas in the North Sea are coated with bitumen enamels. The material is often recommended, but has also been criticized for instance due to poor bitumen quality in connection with the oil crisis in 1972 to 1973. It is of vital import¬ ance that the correct bitumen quality is used, such as for instance oxidized bitumen 115/15, and that the supplies are reliable. A typical conventional bitumen enamel to be used for protection against corrosion contains bitumen of the quality 115/15 according to BS 4147: 1980 in a quantity of 65 to 75% by weight together with 25 to 35% by weight of filler, most typically approximately 70% by weight of bitumen and 30% by weight of filler. The addition of filler is usually determined by the melting point of the bitumen used. A conventional bitumen enamel is heated to 220 to 230 β C while being stirred and applied in a layer of a thickness of 5 to 7 mm. GB-PS No. 1538267 discloses a process for coating a pipe comprising applying to the pipe a bituminous composition comprising from 80 to 99% by weight of bitumen and from 1 to 20% by weight of a block polymer having the general configurtaion: A-B-(-B-A) n wherein each A is a thermoplastic polymer block of a monovinyl aromatic hydrocarbon or a 1-alkene, B is an elastomeric polymer block of a conjugated diene or more than one 1-alkene, and n is an integer or a hydrogenated derivative of the block copolymer. However the above coating process has not yet been accepted for industrial use due to insufficient bonding of the bituminous composition to the pipe. It is f ' so known to use plastic materials, such as fusion- bond, l e. melt/sinter-bond, epoxy (FBE) and polyethylene (PE) for the protection of materials, such as pipes, against corrosion. These relatively new synthetic products require, however, a very expensive equipment for the appli¬ cation. In addition, it is difficult to achieve suficiently good corrosion protecting properties like the ones measured by way of cathodic disbonding when fusion-bond epoxy/poly- urethane or polyethylene is used for the coating. Moreover, fusion-bond epoxy and the like materials are mechanically vulnerable and are easily damaged during storage, transport and handling. Problems apply furthermore to polyethylene concerning the adhering thereof to the base layer, and such problems often result in discarding. Disclosure of the Invention The object of the present invention is to provide a method of protecting corrosive materials against corrosion while achieving a good and durable corrosion protection, and where the method can simultaneously be carried out in a relatively simple manner without involving a considerable loss of the enamel material used and under conditions less damaging to the environment than the conditions usually applying in connection with coating with bitumen enamel or tar enamel. The method according to the invention is characterised by priming with a primer containing 3 to 20% by weight of phenol modified resin and 0.1 to 5% by weight of silane, and by using as bitumen enamel a bitumen being modified with one or more polymers selected among vinyl-butadiene block polymers optionally combined with polyolefines in a total polymer quantity of 6 to 18% by weight calculated on the total quantity of bitumen and polymer. The method according to the invention turned out to provide a protection against corrosion which resulted in outstand¬ ing strength properties against both impacts, bumps and bendings within a large temperature range. The protection against corrosion according to the invention ensures furthermore a particularly good bond to the base layer. In addition, the corrosion-protecting properties measured at the test for cathodic disbonding turned out to be sur¬ prisingly superior to those measured in connection with the use of coal tar enamel and the remaining known corro- sion-protecting coatings. The test for cathodic disbonding has been described in greater detail in BS 4164: 1980 (British Standards Institution); Appendix N "Cathodic Disbonding Test". According to the test, a specific area of the corrosion-protected material is uncovered and the material is placed in an electrolytic bath with sodium chloride and subjected to a predetermined voltage for a predetermined period of time. Subsequently, the size of the portion presenting a disbond corrosion-protection coating is measured. Unlike the results observed in connection with the use of conventional coal tar enamel or bitumen enamel for for instance corrosion-protection of pipes, superior properties are obtained at elevated temperatures. The latter is both highly surprising and particularly advantageous in connec¬ tion with for instance transport of crude oil, where it is now possible to operate at the maximum temperature, such as 70 to 80 β C, which facilitates the transport of crude oil through the pipes. According to the conventional procedure for applying usual enamels of coal tar or bitumen, the enamel material is applied in form of a liquid carpet onto a length of 0.5 to 2 m of the rotating pipe from a channel-shaped open drawer with openings or a slot in the bottom. The wrapping material is applied through the above liquid carpet, and the rotating of the pipe during the advancing of the material results in an alternating layer of enamel and wrapping material, an outer layer of wrapping material terminating the process. The rheological properties of the conventional enamel materials are, however, such that the enamel material must be applied in form of an excess material, and a high excess must be collected in a reser¬ voir therebelow, pumped back, reheated, and pumped into the drawer again. Such a technique involves a waste of material, decomposition of said material as well as a high consumption of energy. Persons skilled in the art call the appli ition method used "flood coating". By the known technique, the wrapping material is applied imme- diately after application of the enamel material. Usually it is necessary to use at least two lengths of wrapping material layered atop one another, such as with one or two inner layers of a weigth of 50 to 60 /m^ and a termi¬ nating outer layer of a weight of 200 to 800 /m^ . The use of a modified bitumen enamel of the type mentioned in claim 1 renders it possible to carry out the application such that the exact desired or necessary quantity of enamel is applied in a single operation. Such an application involves a considerably reduced formation of fumes and less environmental damages compared to the known flood- coating process. In other words, no reservoir and no system for returning and reheating purposes are necessary. According to a particular embodiment for protecting pipes against corrosion, the method according to the invention is characterised by applying the bitumen enamel from a channel-shaped closed container with one or more aligned holes placed above and parallel to the rotating pipe, said pipe being advanced in its axial direction, where a substantially constant overpressure is kept inside the container as well as a substantially constant temperature adapted to the temperature of the pipe in such a manner that the bitumen enamel upon contact with the pipe hardens to such an extent that the entire quantity of bitumen enamel bonds to the pipe. The application of modified bitumen enamel may by the method according to the invention advantageously be carried out by means of an apparatus characterised by comprising a channel-shaped closed container with one or more aligned holes, said channel-shaped container forming part of a circuit including in the flow direction after the container a first pump, a reservoir tank with a stirrer and a heating unit, and a second pump, where the second pump pumping bitumen into the container and the first pump pumping bitumen out of said container are mutually controlled in such a manner that the pressure inside the container is kept substantially constant. Such an apparatus is a modifi¬ cation of an apparatus developed for laying stripe material on a solid base layer, such as for instance traffic mark- ing , said apparatus being described in Danish Patent Specification No. 146,517 corresponding to US Patent Specification No. 4,381,726. The modification of the apparatus ensures that a substantially constant pressure applies inside the closed container irrespective of whether bitumen enamel is pumped through the slot or said slot is closed. The latter is ensured by means of two pumps, i.e. one pump before and one pump after the closed container. The two pumps are mutually controlled on the basis of the pressure inside the container. The slot is usually of a length of up to 0.5 m, i.e. usually shorter than the conventional open drawers. The length of the slot is usually adjusted such that it mates the width of the length of wrapping material. A particularly suited bitumen enamel to be used by the method according to the invention is modified with 4 to 12% by weight of vinyl-butadiene block polymer and 2 to 6% by weight of polyolefin calculated on the total quantity of bitumen and polymer. The vinyl-butadiene block polymer is preferably a mixture of linear and branched vinyl-butadiene block polymers in the ratio 0.7:1 to 3:1. Such a combination ensures a good heat stability and a good cold flexibility for substantial¬ ly lower viscosities compared to the results obtai.. i by means of linear polyrer alone. By the method according to the invention it is particularly advantageous to use a wrapping material based on a combina¬ tion of a layer of polyester felt and a layer of polyester tissue, where the felt side faces the material to be protected against corrosion. The extent of applicability of the invention appears from the following detailed specification. It should, however, be understood that the detailed specification and the specific examples are merely included to illustrate the preferred embodiments, and that various alterations and modifications within the scope of protection will be obvious to persons skilled in the art on the basis of the detailed specification. Best Mode for Carrying Out the Invention In order to ensure the bonding of the modified bitumen material used by the method according to the invention, the present invention also covers development of a new priming system, which at the same time provides both superior bonding properties, cathodic disbonding proper- ties and resistance to impacts. The primer used according to the invention contains 3 to 20% by weight of phenol-modified resin, and 0.1 to 5% by weight of silane, preferably 6 to 18% weight and 0.4 to 2% by weight, respectively, and particularly preferred 10 to 16% by weight and 0.5 to 1.2% by weight, respectively. Examples of suited phenol-modified resins are for instance resins with softening points according the ball-and-ring method of between 80 and 165 β C. Among the latter resins, particularly suited resins are for instance terpene phe- nolic resin or t-butyl phenolic resin with a softening point according to the ball-and-ring method of between 80 and 150"C. Terpene phenolic resins and t-butyl phenolic resins with a softening point according to the ball-and-ring method in the range of from 80 β C to 150°C turned out to be suited. A preferred range of the softening point is 90 to 120°C, particularly preferred 90 to 100 β C. The silane used in the primer may for instance be selected among organosilanes and oligomer silanes of a chain length of from 2 to 10 monomer molecules or the corresponding zirconium or titanium compounds. Particularly suited silanes include amino , mercapto, glycidyloxy, cyclohexenyl , chloro, methacrylic, vinyl, arylvinyl, alkylvinyl, methacryloxy, alkyl-alkoxy silanes and oligomers thereof. As particularly suited silanes gam a-mercaptopropyltri- methoxy silane and gamma-me hacryloxypropyltrimethoxy silane can be mentioned. In addition to the phenol-modified resin and the silane, the primer usually contains further conventional ingre- dients, such as binder based on polymerized and chlorinated isoprene elastomers, solvents, such as aliphatic and aromatic hydrocarbons and chlorinated hydrocarbons, esters and ketones or mixtures thereof, as well as a possible pigmentation, such as carbon black. Conventionally used primers usually contain a chlorinated rubber, plasticizer, solvent, and optionally a pigment. A typical composition of a primer to be used in connection with a conventional bitumen enamel is a primer containing 20 to 30% by weight, such as approximately 25% by weight of chlorinated caoutchouc for instance of an average molar weight of approximately 85,000, 3 to 8%, for instance 5% by weight of plasticizer for instance chloroparaffin, 1 to 3%, for instance approximately 0.5%, by weight of carbon black, as well as 20 to 80% by weight of solvent for instance approximately 50% by weight of xylene and approx¬ imately 20% by weight of methylenechloride . The use of such a conventional primer turned out to result in a quite insufficient bond to the modified bitumen ena¬ mels presented by the invention which possess high strength, heat stabilities and further properties. Thus 5 the use of conventional primers in combination with the particular bitumen enamel provided by the invention would result in a much too poor peeling resistance and on a long view insufficient cathodic disbonding properties. A combination of silanes and phenol-modified resins turned 10 out to provide not only a superior peeling resistance and a superior, i.e. reduced, cathodic disbonding, but also superior impact resistance properties. In addition it turned out that the latter properties can be further improved because the viscosity-reducing properties of the 15 phenol-modified resins allow the use of high-molecular binders such as a stabilized chloroprene polymer, chloro- prenevinyl copolymer, chloropreneacryl copolymer or chloro- prenemethacryl copolymer. Thus the particularly developed primer renders it possible to completely utilize the 20 properties of the particularly developed polymer-modified bitumen enamels. A particularly suited primer to be used by the method according to the invention contains thus 2 to 8% by weight of polychloroprene 25 2 to 8% by weight of chlorinated rubber 3 to 20% by weight of terpene phenolic resin 0.1 to 5% by weight of mercaptosilane 0 to 5% by weight of carbon black 20 to 80% by weight of hydrocarbon-based solvent 30 10 to 30% by weight of chlorinated hydrocarbons. It is known to modify bitumens with polymer products, such as for instance SB , SBS, SIS, SIBS, SIRS, APP and other polyolefines to achieve improved heat-stability properties, optionally combined with a high cold-flexi¬ bility. However, usually problems arise in connection with considerably higher viscosities or temperatures, and difficulties apply to making the products bond to the layers onto which they are applied. A primary object of the invention is to obtain both a good thermal stability measured by sag properties (sag properties, BS 4164: 1980, Appendix H or BS 4147: 1980, Appendix E) and good strengh and viscosity in cold. It turned out that a combination of linear and branched styrene-butadiene-styrene block copolymers (SBS) provides a good bond to the base layer at the same time as good impact resistance properties and sag properties are ob¬ tained. It is furthermore possible at the same time to use a polyolefin polymer, such as for instance amorphous polyolefines produced by the low pressure method, or styrene-ethylene-butadiene-styrene block coplymers (SEBS) , to obtain a reduction of too high application viscosities with the result that an acceptable level is achieved without affecting the desired good sag properties and impact resistance properties. Usually it is very difficult to obtain a corrosion protection by means of a bitumen enamel on the same level as the one obtained by the use of coal tar enamel, even when polymer-modified enamel is used. However, it turned out that the above strongly branched SBS-polymer products, i.e. styrene-butadiene- styrene copolymer, allow achievement of surprisingly good properties, which in addition improve at high application temperatures where a reduction is usually observed. Bending tests on pipes protected against corrosion by the method according to the invention revealed that said pipes were far supe ior to pipes protected by the previously known systems, especially at low temperatures where exactly the bending test is critical and of particular importance. For the modification of the bitumen enamel according to the invention a polymer can be used which is selected among styrene-butadiene-s yrene, styrene- isoprene-styrene, styrene- isoprene-butadiene-styrene , and styrene-ethylene- butadiene-styrene , all in form of block copolymers. Such block copolymers provide good strength properties and corrosion protecting properties. They are usually combined with atactic polypropylene APP or other polyolefines and/or styrene-ethylene-butadiene-styrene polymer to achieve acceptable application viscosities. Particularly suited polymers include styrene-butadiene- styrene block copolymers in form of a combination of a linear block copolymer of a molecular weight in the range of from 60,000 to 170,000 and branched copolymers of a molecular weight in the range of from 250,000 to 450,000, as the latter turned out to provide particularly good properties. When it is necessary to adjust the application viscosity and the application temperature to an acceptable level, it is possible simultaneously to use polyolefin polymers and polyolefin copolymers without involving a negative effect on the corrosion protection. As particularly suited polymers should be mentioned linear SBS-block copolymers of an average molecular weight of from 70,000 to 170,000 combined with strongly branched SBS-block copolymers of an average molecular weight of from 300,000 to 450,000, where the adjustment of the viscosity at the used application temperature is typically performed by means of polyolefin copolymers or APP with softening points according to the ball-and-ring method of between 50 and 150°C, preferably between 100 and 130°C. Polymers of ball-and-ring values between 110 and 130"C turned out to be particularly suited. The quantity of polymer in the bitumen enamel amounts to 6 to 18% by weight, more preferred 7 to 16% by weight, and most preferred 8 to 14% by weight calculated on the total quantity of bitumen and polymer. Beyond the above styrene-butadiene copolymers, correspond¬ ing polymers can also be used, said polymers being produced from monomers at least containing one or more other ele¬ ments, such as oxygen, in addition to carbon and hydrogen. Examples of such polymers are ethylene-vinylacetate copo¬ lymers, ethylene-e hylacrylate copolymers and ethylene-n- butylacrylate copolymers. A class of suitable vinyl-buta- diene block copolymers include such block copolymers of the general formula A-B-(B-A) n where A represents a thermoplastic polymer block of a monovinyl-aromatic hydrocarbon or . a 1-alkene, and B is an elastomeric polymer block of conjugated diene or more than one 1-alkene, and n is an integer, preferably from 1 to 5 or optionally a partially hydrogenated derivative thereof. The polymer blocks A are preferably of an average molecular weight in the range of from 2,000 to 100,000, especially from 7,500 to 50,000. The polymer blocks B are preferably of an average molecular weight in the range of from 25,000 to 1,000,000, especially from 35,000 to 200,000. When two or mor blocks B are immediately neighboring according to the branched configuration, they are considered a single block as far as the molecular weight is concerned. The quantity of polymer blocks A in the block copolymers is preferably in the range of from 10 to 70% by weight, especially from 20 to 50% by weight. Suited examples of block copolymers are for instance polystyrene-polyisoprene- polystyrene, polystyrene-polybutadiene-polystyrene , poly¬ ethylene- ( ethylene -propylene- copolymer) -polyethylene, polypropylene- (e hylene-prolypene-copolymer) -polypropylene and hydrogenated derivatives thereof. The bitumen used as starting material may be any conven- tional bitumen, especially such bitumens with penetration values between 5 and 500, and preferably between 20 and 80. Particularly suited bitumens turned out to have a penetration value of from 50 to 80. In addition to bitumen and polymer, the used bitumen enamel can also include conventional ingredients, such as for instance inactive fillers, such as talc powder, slate powder or quartz powder. Particularly suited modified bitumen enamel materials have therefore the following composition: 50 to 80% by weight of bitumen, penetration value 70 1 to 14% by weight of linear SBS-block polymer, typical average molecular weight of approx¬ imately 100,000 1 to 10% by weight of branched SBS-block polymer, typical average molecular weight of approxi¬ mately 350,000 1 to 8% by weight of amorphous polyolefin, ball- and-ring value 110 to 130°C 15 to 40% by weight of filler, such as slate powder. Conventional wrapping materials are usually of glass felt and/or glass tissue. Such materials can in principle also be used by the method according to the invention. In connection with the development of the method according to the invention, particularly suited wrapping materials have, however, been developed, said materials being based on a polymeric material formed by a combination of felt and tissue. Suitable wrapping materials are polyester aramide, polyamide or kevlar or carbon fibres. The wrapping material uses as binder a modified bitumen providing said wrapping material with a particularly good compatibility with the bitumen enamel. The wrapping material operates as a reinforcement material which does not break at pipe bending during the laying out of pipes. The strong bond of the modified bitumen enamel used by the method according to the invention implies that it is only necessary to use one layer of wrapping material, where the known technique usually uses at least two layers of wrapping material. The use of the above newly developed wrapping material renders it possible by the method according to the inven¬ tion to obtain excellent strengths and resistance to damages arising during the handling, transport and storage. In addition, good bending properties are obtained during the laying out at low temperatures. Compared to the pre¬ viously used glass tissue or glass felt reinforced systems, the newly developed wrapping materials ensure that the good properties of the used bitumen enamel can be complete¬ ly utilized with respect to flexibility. By the method according to the invention, the primer is applied in a conventional manner, preferably by the so- called airless spraying. Subsequently, the primer must dry before the modified bitumen enamel is applied. After the priming, the bitumen enamel is advantageously applied by means of a modification of an apparatus shaped to apply traffic marking on asphalt, said apparatus being described in Danish Patent Specification No. 146,517 corresponding to US Patent Specification No. 4,381,726. By the modified apparatus, the bitumen enamel material is applied at a temperature of 180 to 200°C from a channel- shaped closed container through a slot. The slot is placed parallel to the axis on a pipe to be coated, and the bitumen enamel material is applied while the pipe is rotating. Immediately after the application of the bitumen enamel material, the wrapping material is applied in form of a continuous length. As a consequence of the good inner bond and form stability of the bitumen enamel material and as a consequence of the exactly adjusted temperature, the bitumen enamel material hardens so quick on the surface of the pipe that the entire quantity of applied bitumen enamel material is fixed on the pipe. Unlike the previously used technique, no excess of enamel material remains to be collected in a reservoir therebelow, pumped back, reheated and reused. When it is a question of corrosion- protecting pipes to be used offshore, the material is subsequently coated with a concrete coating protecting the pipe against physical effects and counter-acting buoyancy. The method according to the invention is suited for pro¬ tecting any type of corrosive material against corrosion, such as for instance iron, steel and other metals and alloys as well as concrete. Examples of materials where the method according to the invention is suited are steel pipes to be used as pipelines for oil or gas. Such steel pipes are usually of a length of 12 m, a diameter of 50 to 100 cm, and a thickness of 15 to 25 mm. In connection with coating of steel pipes, primers are usually used in a quantity of one liter per approximately 10 m , which usually results in a dry film of a thickness of 20 to 30 micrometer. Subsequently, the bitumen enamel is applied usually in a thickness of 3 to 5 mm, i.e. in a thinner layer than the conventionally used layer of 5,7 mm. A particular wrapping material is used as wrapping material, said material being produced by a combination of polyester felt and polyester netting, the felt and the netting optionally being joined by way of lamination coating. Such a wrapping material is placed with the felt side facing the bitumen enamel in order to ensure that said enamel is retained in its position. The outer nettings provide a good base layer when the material subsequently is to be wrapped in concrete. The used wrap- ping material is usually of a weight of 400 to 800 . Example 1 A primer according to the invention is produced in a manner known per se, but with the following ingredients Primer Polychoroprene 5.5% by weight Chlorinated caoutchouc 5.5% by weight Terpene phenolic resin 13.5% by weight Silane 1.0% by weight Xylene 47.0% by weight Methylenechloride 27.0% by weight Carbon black 0.5% by weight The used chlorinated caoutchouc is of an average molecular weight of approximately 85,000. The used terpene phenolic resin is of a ring-and-ball melting point of 93 to 97°C. The used silane is a compound of the formula HSCH2CH 2 CH 2 Si(OCH3)3. A modified bitumen enamel is produced by initially produc¬ ing the following premix: Bitumen B. 60 88% by weight Linear SBS 7% by weight Branched SBS 5% by weight The linear SBS is a linear styrene-butadiene-styrene block copolymer with a styrene content of 30% by weight and of a molecular weight of approximately 140,000. The branched SBS is a branched styrene-butadiene-styrene block copoly¬ mer with a styrene content of 30% by weight and of a molecular weight of approximately 250,000. By means of the above premix a bitumen enamel of the following composition is produced: Bitumen enamel Premix 71% by weight Polyolefin 4% by weight Filler 25% by weight The used polyolefin is a mainly amorphous polyolefin produced by the low pressure method and in form of a copolymer of α-olefines with a ball-and-ring value of 120 to 130 β C. As filler a slate powder is used with a fineness ensuring a 100% passage through a 250 micrometer sieve and at least 93% passage through a 90 micrometer sieve. Comparison Example A Synthetic primer of the type B and conventional coal tar enamel 120/5 according to BS 4164: 1980 Comparison Example B Synthetic primer of the type B and conventional bitumen enamel B according to BS 4147: 1980 Test I The present test I was performed by CAPCIS, Corrosion and Protection Centre Industrial Services, University of Manchester Institute of Science and Technology, Manchester, England. The samples produced according to Example 1 and the com¬ parison Examples A and B were examined by way of comparison to determine the corrosion protecting properties and mecha¬ nical properties of the three coatings. The tests were performed on steel plates coated at the laboratory in accordance with the guidelines stated in BS 4147 or BS 4164, and the tests were also performed in accordance with these standards whenever possible. 1. Materials and Test The test plates with coal tar enamel and bitumen enamel were coated by way of flood-coating. The test plates had been cleaned in advance by way of steel sand blowing to a purity of Sa 2h (Swedish Industry Standard (S.I.S.) No. 05 5900: which corresponds to a metallic, clean surface of a profile of 75 micrometer +. 25 micrometer, i.e. with a roughness where the "tops" were of an average height of 75 micrometer with a variation of +. 25 micrometer) . The test plates were subsequently primed with a synthetic primer of the type B according to the respective standards for coal tar enamel and bitumen enamel, respectively. The primer stated in Example 1 was used for the plat- coated in accordance with the present invention. Tests were performed for cathodic disbonding, cf. BS 4164; and impact and bending tests in accordance with BS 4147 with additional tests at low temperature as stated. 2. Bending Test Bending tests were performed in accordance with the method described in BS 4147 Appendix F on steel plates of the dimension 300 mm times 100 mm times 5 mm with a coating thickness of approximately 3 to 4 mm. The test temperatures were 0°C; -10 β C; -20°C; and -40"C, and the tests were performed as double tests. Prior to the testing, the plates for the tests at -30 β C and 40 β C were conditioned for 24 hours by means of a box at low temperature and by means of liquid nitrogen as coolant. The plates for the tests at 0 β C ; -10°C and -20°C were conditioned in a separate freezing unit at -20°C. The bending tests were performed on a fully automatic Instron machine of a capacity of 10 t. The samples rested on knife edges of a radius of 3 mm at a regular interval of 240 mm with the coating facing downwards. A constant load was applied at 1 mm/sec. Holidays on the coating were continuously detected at 10 kV by means of an Elco- meter 105. The plates were bent until the first crack appeared on the holyday detector. The bending in mm at the first crack was noted. The test was performed as a double test. The results appear from Table 1. Table 1 Bending Test Results Coating Test Temperature Bending (mm) Result A 15.5; 11.0 13.25 mm cracked B 10°C 20.0; 17.5 18.25 mm cracked Example 1 70 : 70 70 mm no cracks A 6.0; 6.0 6 mm cracked B -20°C 4.0; 4.5 4.25 mm cracked Example 1 13.0: 12.0 12.5 mm cracked A 5.0; 4.5 4.75 mm cracked B -30"C 4.5; 4.0 4.25 mm cracked Example 1 70 : 70 70 mm no cracks A 1.0 1.0 1.0 ram cracked B -40°C * Example 1 12.0 15.0 13.5 mm cracked * The coating had disbond the plate prior to the testing. It appears from the results in Table 1 that the coating of Example 1 tolerated the bending test well. At O'C, -10 β C and -30 β C the plates were bent beyond the test limits without formation of cracks. At -40 β C the sample of Example 1 proved to be considerably superior to both the coal tar sample and the asphalt sample, although the sample of Example 1 did form cracks, but not until subjected to an average bending of 14 mmm which exceeds the degree of bending that a pipeline, i.e. both an off- shore and an onshore pipeline, is subjected to in practice. The results of the coating according to Example 1 at -20°C are surprisingly low. Nevertheless, cracks are not formed until the bending exceeds twice the bending of plates coated with coal tar or asphalt. 3. Impact Test Impact tests were performed according to the method de¬ scribed in BS 4147 Appendix G on steel plates of the dimension 300 mm times 300 mm times 12.5 mm with a coating thickness of approximately 3 to 4 mm. The test temperatures were 0°C; -10"C; and -20 β C. The test plates were con¬ ditioned in a freezing unit for the samples at -10°C and -20°C and in a refrigerator for the samples at 0°C. The plates were examined immediately after each impact test for the presence of holidays by means of 10 kV on an Elcometer 105 detector so as to determine the degree of formation of cracks at the impact spot. It turned out to be very difficult to remove the disbond coating at -10°C and -20 β C, as described in Appendix G.3 in BS 4147. These plates were photographed. Attemps were made at setting off the cracks by means of talc powder, and the plates were left for 24 hours s o as to achieve the room temperature. The degree of disbonding was subsequently determined by the method described in G.3 in BS 4147. Table 2 Impact Test Coating Test Temp. Cracks/lOkV/ra- Disbonding (mra^) dius from point of impact A 15 mm 2830 B 0 β C coating completely crushed at the effect of impact Example 1 no cracks insignificant dis¬ bonding, approx. 314 A 35 to 40 3318 B -10"C coating completely crushed at the effect of impact Example 1 25 mm 3850 A 30 mm 6363 B -20-C 30 mm 13275 Example 1 30 mm 7855 At -10 β C and -20"C the coatings were too hard to disbond. These plates were allowed to return to room temperature, whereafter the disbonding was determined. It appears from the results, that the bitumen enamel of Example 1 is superior to the known enamels at 0 β C. At- 10°C and -20 β C the bitumen enamel is superior to the asphalt enamel and comparable with coal tar enamel. 4. Cathodic Disbonding Tests for cathodic disbonding were performed by the method described in BS 4164, Appendix N. The tests were performed as double tests on each sample plate and at room tempera¬ ture (20 +, 5°C). The sample cells were potentiostatically polarized at -1500 millivolt, and the potential was con- trolled and adjusted daily during the tests. After 28 days, the coating of each plate was examined by means of the method described in BS 4164, Appendix N.4. The results appear from Table 3. Table 3 Cathodic Disbonding On an average A visual inspection after 28 days testing at -1500 milli¬ volt revealed that no visible disbonding nor formation of blisters were found anywhere on the three coatings outside the exposure formed for the testing. It appears from the results of Table 3, that the modified bitumen enamel according to the invention (Example 1) provides a substantially improved protection against corrosion, as the test revealed a cathodic disbonding of only 3 mm compared to 10 mm and 11 mm, respectively, for coal tar enamel and conventional bitumen enamel. A measurement of the cathodic disbonding on fusion-bond epoxy powder (F.B.E.) was carried out by means of the same measuring equipment. The fusion-bond epoxy powder had been applied in the same manner as by conventional pipe joints o s h or according to the guidelines of British Gas Corporatio: The latter test revealed a 5 to 8 mm disbonding on two separate FBE systems. Te s t I I The present Example illustrates a comparison by the so- called sag-test (slide test) according to BS 4147, Appendix E. By the test, bitumen enamel of Example 1 was compared with a conventional bitumen enamel containing bitumen 115/15 + 30% of filler. Table 5 SAG (mm) Temp Conventional bitumen enamel Example 1 75 1 0.5 80 3 0.5 85 5 3 90 6 4 The test shows that the modified bitumen enamel according to the invention (Example 1) possesses a far better resist- ance to sag at high temperatures than the conventional bitumen enamel. Test III The present Example illustrates further impact tests as described in Test I on the coating according to the inven- tion dealt with in Example 1. The results appear from Table 6. Table 6 Impact Test Test temperature Disbonding Cmm—) -5 1600 -10 3000 -15 3000 -20 6300 The results of the above test confirm that the modified bitumen enamel according to the invention reveals a low disbonding in connection with impacts, the indicated values being considerably lower than the values usually appearing in connection with conventional bitumen enamel. Test IV Further tests concerning cathodic disbonding at 25°C and 50 β C were performed on the bitumen enamel according to the invention and of the composition stated in Example 1. The results appear from Table 7. Table 7 Cathodic Disbonding Disbonding (mm) Days 25"C 50"C 2 6 2 4 6 3 8 5 3 15 14 5 It appears that a surprisingly improved protection against corrosion is obtained by the method according to the invention at elevated temperatures. Example 2 A primer is produced by solving and dispersing the compo¬ nents stated below by means of a dissolver and using a reflux condenser in order to avoid loss of solvents to the surroundings. Polychoroprene , Neoprene W 5.5% by weight Chlorinated caoutchouc, pergut S10 5.5% by weight Terpene phenolic resin, ball-and- 13.5% by weight ring softening point 95°C Silane, HSCH2CH 2 CH 2 Si(OCH3) 3 1.0% by weight Xylene 47.0% by weight Methylenechloride 27.0% by weight Carbon black 0.5% by weight Carbon black is added to the homogenous solution of the remaining components and dispersed therein. A bitumen enamel is produced by initially producing a basic primer mixture, where 88 parts by weight of bitumen B60 are intensively mixed by means of a high shear mixer, such as a Siefert mill, with 7 parts by weight of linear SBS (average molecular weight of approximately 140,000) and 5 parts by weight of branched SBS (average molecular weight of approximately 250,000)., both latter components comtaining approximately 30% by weight of styrene, at a temperature of approximately 180 β C. The above primer mixture is subsequently admixed polyole- fine with a ball-and-ring softening point of approximately 125°C (according to ASTM D36 or DIN 52011) , penetration value 100/25/5 of approximately 12 (according to ASTM D5 or DIN 52010) , and a breaking point Fraass of approximately -30°C (according to IP80 or DIN 52012). Pounded slate is added as filler in a horizontal padle mixer (positive mixer) (approximately 100 rpm) at approximately 180°C and with a mixing period ensuring a homogenous distribution and dispersion of the filler (approximately 1 hour). The resulting composition of the bitumen enamel is subse¬ quently as follows: Bitumen B60 62.5% by weight linear SBS 5.0% by weight Branched SBS 3.5% by weight Polyolefine 4.0% by weight Pounded slate 25.0% by weight The pipes to be corrosion-protected must be completely cleaned for fat and oil prior to the application of the primer. In addition, the pipes must have been subjected to a steel/sand-blowing to at least SIS -0.5 • 59 • 00 Sa 2 % processing (cf. BS 7079). The primer is applied to the cleaned pipes no later than two hours after the steel/sand-blowing, i.e. abrassive blasting, or a chemical cleaning and onto a dry surface at 7*C and above the dew point of the surrounding air. It is preferred to perform the application at 30 to 40°C and a drying in a room free of dust and moisture. After drying of the primer, the bitumen enamel is applied by means of the particularly developed application apparatus at approx¬ imately 180°C in a plant ensuring in a conventional manner an advancing and rotation of the pipes. The bitumen enamel is applied by feeding the exact quantity to form a layer of a thickness of 4 mm, which corresponds to two thirds of the necessary thickness of conventional tar or bitumen enamels. Accordingly, the reduced thickness ensures both advantages and a reduced consumption of enamel. Simul¬ taneously with the application of bitumen enamel at approx¬ imately 180°C, the pipes are wound with a wrapping material of polyester felt and polyester tissue, i.e. not the con¬ ventionally used glass felt or glass tissue. The wrapping material is produced in the manner conventionally used for the production of wrapping materials with the exception that a polyester tissue-reinforced polyester felt is used as reinforcement instead of the conventionally used glass felt (glass tissue). In addition, bitumen enamel is used for the impregnation of the wrapping material. In this manner it is ensured that the good properties of the bitumen enamel can be competely utilized, and no compati¬ bility problems arise, and a particularly good protection of the coating is obtained. The used wrapping material presents the following data: Weight; approximately 650 g/m^ Weight of reinforcement, polyester felt/polyester tissue; approximately 95 g/m^ Tensile strength, longitudinally and cross-sectionally; approximately 380 N/50 mm Extension at breaks, longitudinally and cross-sectionally; approximately 25%. The use of the particular wrapping material ensures a simultaneous achievement of a good strength and a good protection of the coating and far better bending and cold properties than those obtained by means of conventional glass felt reinforcement. After completion of the applica¬ tion, the pipe is suited for all purposes onshore, whereas an offshore use usually requires an additional application of such an amount of concrete that the pipe will remain on the bottom of the sea, even when it has been emptied for the fluid usually transported therein. A pipe produced in accordance with the present Example possesses the properties stated in Example 1. Tests on the ready-made pipe have furthermore revealed exceptionally good results compared to very advanced solutions, such as fusion-bond epoxy (FBE) and polyethylene coatings (PEC) . Cathodic disbonding reveals the following results for the modified bitumen enamel applied by the method according to the invention, (MBPP) fusion-bond epoxy (FBE) , and polyethylene coatings (PEC), respectively: Cathodic disbonding from pipes of an original hole of 6 mm: MBPP 2 mm FBE 3 mm PEC 11 mm Impact test, ASTM D14: MBPP FBE PEC 0 β C : > 17 joule 8.8 joule > 17 joule -10 β C : > 17 joule 5.1 joule total dis¬ bonding . It is obvious from the above description of the invention that it can be varied in many ways. Such variations are not to be considered deviations from the scope and idea of the invention, and all such modifications obvious to persons skilled in the art are also to be considered comprised by the following claims.

Claims: Claims . 1. A method of protecting materials against corrosion including the steps of priming with a primer, coating with a modified bitumen enamel, wrapping in a wrapping material and optionally applying a concrete coating, c h a r a c t e r i s e d by priming with a primer con¬ taining 3 to 20% by weight of phenol-modified resin and 0.1 to 5% by weight of silane, and by using as bitumen enamel a bitumen being modified with one or more polymers selected among vinyl-butadiene block polymers optionally combined with polyolefines in a total polymer quantity of 6 to 18% by weight calculated on the total quantity of bitumen and polymer. 2. A method as claimed in claim 1, c h a r a c t e r- i s e d by using a bitumen enamel modified by 7 to 16% by weight of polymer calculated on the total quantity of bitumen and polymer. 3. A method as claimed in claim 2, c h a r a c t e r¬ i s e d by a polymer quantity of 8 to 14% by weight calculated on the total quantity of bitumen and polymer. 4. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by the bitumen enamel being modified by 4 to 12% by weight of vinyl-butadiene block polymer and 2 to 6% by weight of polyolefin calculated on the total quantity of bitumen and polymer. 5. A method as claimed in claim 4, c h a r a c t e r¬ i s e d by using as vinyl-butadiene block polymer a mixture of linear and branched vinyl-butadiene block polyer in the weight ratio 0.7:1 to 3:1. 6. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by using styrene-butadiene-styrene block polymer as the vinyl-butadiene block polymer. 7. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by using amorphous polyolefin as the polyolefin. 8. A method as claimed in claim 1, c h a r a c t e r- S i s e d by the used primer containing 6 to 18% by weight of phenol-modified resin and 0.4 to 2% by weight of silane. 9. A method as claimed in claim 8, c h a r a c t e r¬ i s e d by the primer containing 10 to 16% by weight of phenol-modified resin and 0.5 to 1.2% by weight of silane. 10. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by the phenol-modified resin being a terpene phenolic resin or a t-butyl phenolic resin. 11. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by the silane being gamma-mercaptopropyltri- methoxysilane or gamma-methacryloxypropyltrimethoxysilane . 12. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by the bitumen used as starting material for the production of the used bitumen enamel having a penetration value between 5 and 500, preferably between 20 and 80, particularly preferred between 50 and 80. 13. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by wrapping with a wrapping material based on a combination of a layer of polyester felt and a layer of polyester tissue, where the felt side faces the material to be protected against corrosion. 14. A method as claimed in claim 1, c h a r a c t e r¬ i s e d by applying the wrapping material in form of a single layer . 15. A method as claimed in claim 1 for protecting pipes against corrosion, c h a r a c t e r i s e d by applying the bitumen enamel from a channel-shaped closed container with one or more aligned holes placed above and parallel to the rotating pipe, said pipe being advanced in its axial direction, where a substantially constant overpres¬ sure is kept inside the container as well as a substantial¬ ly constant temperature adapted to the temperature of the pipe in such a manner that the bitumen enamel upon contact wit the pipe hardens to such an extent that the entire quantity of bitumen enamel bonds to the pipe. 16. An apparatus for carrying out the method as claimed in claim 15, c h a r a c t e r i s e d by comprising a channel-shaped closed container with one or more aligned holes, said channel-shaped container forming part of a circuit including in the flow direction after the container a first pump, a reservoir tank with a stirrer and a heating unit, and a second pump, where the second pump pumping bitumen into the container and the first pump pumping bitumen out of said container are mutually controlled in such a manner that the pressure inside the container is kept substantially constant.

Inventors: JOERGENSEN ERIK VAGN, JOERGENSEN HANS ERIK, LUETZEN CARSTEN, STOVGAARD KELD, JOERGENSEN, ERIK, VAGN, JOERGENSEN, HANS, ERIK, LUETZEN, CARSTEN, STOVGAARD, KELD
Applicants: PHOENIX CONTRACTORS AS, A/S PHOENIX CONTRACTORS
Application year: 1991
Main classification: C09D195
IPC codes: C09D5, C09D195, F16L58