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JPH0548310B2 - - Google Patents
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JPH0548310B2 - - Google Patents

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Publication number
JPH0548310B2
JPH0548310B2 JP61290933A JP29093386A JPH0548310B2 JP H0548310 B2 JPH0548310 B2 JP H0548310B2 JP 61290933 A JP61290933 A JP 61290933A JP 29093386 A JP29093386 A JP 29093386A JP H0548310 B2 JPH0548310 B2 JP H0548310B2
Authority
JP
Japan
Prior art keywords
underwater
water
steel
paint
putty
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.)
Expired - Lifetime
Application number
JP61290933A
Other languages
Japanese (ja)
Other versions
JPS63143275A (en
Inventor
Masahito Shimizu
Akira Murakami
Kazufumi Hamabuchi
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.)
Nitto Denko Corp
Original Assignee
Nitto Denko Corp
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
Application filed by Nitto Denko Corp filed Critical Nitto Denko Corp
Priority to JP61290933A priority Critical patent/JPS63143275A/en
Publication of JPS63143275A publication Critical patent/JPS63143275A/en
Publication of JPH0548310B2 publication Critical patent/JPH0548310B2/ja
Granted legal-status Critical Current

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  • Prevention Of Electric Corrosion (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Laminated Bodies (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明は、水中施工型塗料もしくは水中硬化型
パテによる水中鋼構造物の防食方法に関し、更に
詳しくは、水面上または水中にある鋼表面を、水
中施工型塗料もしくはパテにより防食施工を行う
に際して実施する前処理に関するものである。 〔従来の技術〕 近年、海洋開発に伴う石油掘削リグあるいは石
油備蓄パージ、海上プラント、船等の鋼構造物、
護岸工事等に使用される鋼矢板等の鋼構造物、海
上に建設される巨大橋の橋脚部、海上港の水中構
造物等の構造、建設が増加の一途をたどつている
が、これ等鋼構造物ほ設置区域からのメインテナ
ンスのための移動が殆んど不可能である。従つて
これ等海洋鋼構造物の水中部での、あるいはスプ
ラツシユゾーン部での防食塗装の清掃、保守等の
問題が生じ、海上に於けるメインテナンスの必要
性が大きな課題となつている。 それ故、水中でも陸上と同様に能率的に塗装が
出来且つ防食性の優れた塗膜が得られる塗装方法
があればそのメリツトは大きい。 従来、船舶、水中構築物の没水部及びスプラツ
シユゾーン部を塗装する方法は、下地処理として
浮き錆等を削り落とすだけの第2種ケレン、更に
清浄にするために、高速の水流を噴きつけて錆や
スケールを取り除いたり、錆やスケールを更に良
く取り除くために高速の水流の中に砂を混ぜて鋼
表面にふきつける等の方法があり、これ等の下地
処理の後に水中硬化性の塗料もしくはパテを刷毛
やヘラ等を用いて塗布するのが一般に行われてい
る。 ところが、上記下地処理を施こし鋼表面の調整
を行つた後水中硬化性の塗料もしくはパテを刷毛
やヘラ等で塗装する場合、水中構築物の没水部と
くにスプラツシユゾーン部は厳しい腐食環境下に
あるため、事実上、塗装不可能である。また塗装
出来たとしても、塗装効率が極端に悪くなるた
め、有用性が殆んどない。 〔発明が解決しようとする問題点〕 本発明が解決しようとする問題点は、従来の水
中塗装方法の上記難点を解消することであり、更
に詳しくは水中でも陸上と同様の操作により容易
に塗装を行い得ると共に、没水中やスプラツシユ
ゾーンに於いてもかなりの塗装効率でもつて塗装
可能な塗装方法を開発することである。 〔解決するための手段〕 上記問題点は船舶や水中構築物の如き被塗物を
水中硬化型塗料で塗装するに際し、被塗物表面
を、好ましくは高速水流を噴射したり、砂を高速
水流で噴きつける等の従来の前処理を施こす時か
ら被塗物に水中硬化型塗料もしくは水中硬化型パ
テを塗装するまでの期間被塗物表面を実質的に湿
潤状態となして、電気防食処理を施こすことによ
つて達成される。 〔発明の構成並びに作用〕 本発明に於いては、被塗物を水中硬化型塗料も
しくは水中硬化型パテで塗装するに先だつてクリ
ーニング後、または被塗物表面を実質的に湿潤状
態となした上で電気防食処理を行いながらクリー
ニングした後、更に水中硬化型塗料もしくは水中
硬化型パテを塗布するまでの間、湿潤状態下に電
気防食を行うことを特徴としている。 本発明で言う「湿潤状態」とは被塗物自体が水
中に存在する状態ばかりでなく、その他被塗物表
面に実質的に水が存在している状態をも包含し例
えば水を噴射することによつても、また無数に穴
をあけたパイプに水を通すことによつて無数に出
来る水鉄砲状の水流を被塗物表面にあてることに
よつても、保水性のある布、紙等に水を含ませた
状態で被塗物にはり合わせることによつても、あ
るいは上記方法を組合わせることによつても、達
成出来る状態を含み、被塗物表面が実質的に湿潤
状態となることを言う。更に本発明で重要な点
は、湿潤状態を被塗物表面の塗装範囲全面にわた
つて、均一に行うこと、及び被塗物自体が水中に
存在しない場合には湿潤状態の水膜を水面上に連
続させることである。この湿潤状態の水膜が水面
上と連結しない場合本発明で重要な電気防食処理
の効果が充分に発揮され難く、本発明の効果が充
分に期待出来ない場合がある。 上記からも明らかなように、本発明の「水中鋼
構造物」とは水中に存在するものだけでなく、ス
プラツシユゾーン部および水上、陸上に存在する
鋼構造物をも指す。 本発明の電気防食処理とは、鋼構造物に電気防
食法を適用して防食電流を流すことをいう。電気
防食法は、外部電源方式でも流電陽極方式いずれ
でも適用可能である。 外部電源方式は外部の直流電源の正極に電極を
流す対極を、負極に鋼構造物をつないで電流を流
す対極から鋼構造物に向かつて防食電流を流入さ
せる方式をいい、電流を流す対極として鉛銀合金
電極、磁性酸化鉄電極、けい素鉄電極、白金電
極、炭素電極等が用いられる。 流電陽極方式はアルミニウム、マグネシウム、
亜鉛、アルミニウム合金、マグネシウム合金、亜
鉛合金等の陽極を鋼構造物に接続し、両金属間の
電位差で発生する電流を防食電流として利用する
方法である。 防食電流密度は一般に100mA/m2程度を標準
とし、50〜500mA/m2程度の範囲で使用される。 本発明で湿潤処理および電気防食処理を行う期
間であるが、いずれも実質的に、公知の前処理例
えば高速水流、砂を含有する高速水流を被塗物表
面に噴きつける処理を行う時点から水中硬化型塗
料の塗布作業時点をさす。もちろん、塗布作業後
も電気防食処理を行い続けた場合も、塗布作業直
前に電気防食処理を止めて以後、電気防食処理を
行わなかつた場合いずれであつても、本発明同様
の効果がある。 本発明に於いて、上記電気防食処理を行うこと
により、極めて容易に水中硬化型塗料もしくは水
中硬化型パテを塗装することが出来る。 この理由は次の様に推測される。即ち本発明に
従い被塗物鋼材を処理すると、例えば高速水流も
しくは砂を含有する高速水流により洗浄にされた
被塗物鋼表面が湿潤状態であるため電気防食の作
用により、水中硬化型塗料もしくは水中硬化型パ
テが塗布されるまでの期間中も清浄に保たれてお
り、電気防食処理を行わなかつた場合に被塗物表
面に形成される鋼の海水による変性物や腐食物等
の水中付着、阻害物質が電気防食処理により抑制
されるため水中硬化型塗料が被塗物表面に確実に
付着する。従つて腐食の激しい、水面のスプラツ
シユゾーンに於いても塗料が被塗物表面に確実に
付着するので塗装が通常の手段でも容易に行い得
るに至るものと推測される。 本発明に於いて使用される水中硬化型塗料もし
くは水中硬化型パテとしては従来からこの種分野
に於いて使用されてきたものがいずれも使用出
来、例えばエポキシ樹脂を主剤とし、ポリアミド
樹脂、変性芳香族ポリアミン、変性脂肪族ポリア
ミン、複素環ポリアミン、脂環式ポリアミン等を
硬化剤とした水中硬化型塗料もしくは水中硬化型
パテ、および不飽和ポリエステル樹脂を基材とす
る水中硬化型塗料もしくは水中硬化型パテ等を代
表例として例示出来る。またこの塗料もしくはパ
テを塗布する手段としては陸上で塗装する通常の
手段が広く採用出来、例えばヘラやテコで塗装す
る手段を代表例として挙げることが出来る。 以下実施例により本発明の効果を更に具体的に
示す。 実施例1および比較例1〜3 シヨツトブラストを施こした9mm×300mm×300
mmの鋼板を3%食塩水中に浸漬した直後に水中よ
り引き上げ、全表面積の2/3を水面上に出し、水
面上の鋼表面をすみやかに水に濡らしたカーゼで
均一におおいガーゼの一端を3%食塩水中に漬け
ておく。同時にこの鋼板にAl合金陽極を接続し、
1日間放置する。この鋼板よりガーゼをはがして
市販のブラシで水中硬化型塗料を乾燥膜厚が約1
mmになるように湿潤状態で水上部分を塗装した。 ここで使用した水中硬化型塗料は一般に使用さ
れるエポキシ樹脂系の水中硬化型塗料であり、そ
の組成を第1表に示す。 また、実施例1の3%食塩水浸漬中の防食電流
は400mA/m2であつた。
[Industrial Application Field] The present invention relates to a method for preventing corrosion of underwater steel structures using an underwater paint or an underwater curing putty. The present invention relates to pretreatment performed when anticorrosive construction is performed using putty. [Prior art] In recent years, steel structures such as oil drilling rigs or oil stockpile purging, offshore plants, ships, etc. accompanying offshore development,
The number of structures and constructions such as steel sheet piles and other steel structures used for seawall construction, piers of huge bridges built on the sea, and underwater structures at seaports continues to increase. It is almost impossible to move steel structures from the installation area for maintenance purposes. Therefore, problems such as cleaning and maintenance of anticorrosion coatings in the underwater parts or splash zones of these marine steel structures arise, and the need for maintenance at sea has become a major issue. Therefore, it would be of great benefit if there were a coating method that could be applied under water as efficiently as on land, and that could provide a coating film with excellent corrosion resistance. Conventionally, the method of painting submerged parts and splash zone parts of ships and underwater structures is to use a type 2 scouring method, which involves simply scraping away floating rust, etc. as a surface treatment, and then spraying a high-speed stream of water to further clean the surface. There are methods such as mixing sand in a high-speed stream of water and spraying it on the steel surface to remove rust and scale even better. Alternatively, it is common practice to apply putty using a brush, spatula, or the like. However, when applying underwater curable paint or putty with a brush or spatula after applying the above-mentioned surface treatment and adjusting the steel surface, the submerged parts of underwater structures, especially the splash zone, are exposed to a severe corrosive environment. Therefore, it is virtually impossible to paint. Moreover, even if it can be painted, the coating efficiency will be extremely poor, so it is almost useless. [Problems to be Solved by the Invention] The problems to be solved by the present invention are to solve the above-mentioned difficulties of the conventional underwater coating method. It is an object of the present invention to develop a coating method that can perform coating with considerable coating efficiency even in submerged water or in a splash zone. [Means for Solving] The above problem is solved when painting objects such as ships and underwater structures with underwater curing paint, preferably by spraying a high-speed water jet onto the surface of the object or by spraying sand with a high-speed water jet. During the period from when conventional pretreatment such as spraying is applied to when the underwater curing paint or underwater curing putty is applied to the object to be coated, the surface of the object to be coated is kept in a substantially wet state, and cathodic protection treatment is applied. This is achieved by applying. [Structure and operation of the invention] In the present invention, before painting the object with an underwater curing paint or an underwater curing putty, the object is cleaned or the surface of the object is brought into a substantially wet state. After cleaning while performing electrolytic protection treatment on the surface, electrolytic protection is performed in a wet state until an underwater curing paint or underwater curing putty is applied. The "wet state" used in the present invention includes not only a state in which the object to be coated is in water, but also a state in which water is substantially present on the surface of the object to be coated, such as spraying water. It can also be applied to water-retentive cloth, paper, etc. by passing water through a pipe with countless holes and applying countless water gun-like streams of water to the surface of the object to be coated. A condition in which the surface of the object to be coated becomes substantially wet, including a state that can be achieved by applying the object to the object in a wet state or by combining the above methods. say. Furthermore, an important point in the present invention is to uniformly moisten the entire coating area on the surface of the object to be coated, and if the object itself is not submerged in water, to apply a wet film of water on the water surface. It is to make it continuous. If this wet water film is not connected to the water surface, the effect of the cathodic protection treatment, which is important in the present invention, will be difficult to fully exhibit, and the effects of the present invention may not be fully expected. As is clear from the above, the "underwater steel structure" of the present invention refers not only to those existing underwater, but also to steel structures existing in the splash zone, on water, and on land. The cathodic protection treatment of the present invention refers to applying a cathodic protection method to a steel structure and applying a corrosion protection current to the steel structure. The cathodic protection method can be applied with either an external power supply method or a galvanic anode method. The external power supply method refers to a method in which a counter electrode is connected to the positive electrode of an external DC power source, and a steel structure is connected to the negative electrode, and a corrosion protection current is flowed from the counter electrode toward the steel structure. Lead-silver alloy electrodes, magnetic iron oxide electrodes, silicon iron electrodes, platinum electrodes, carbon electrodes, etc. are used. The galvanic anode method uses aluminum, magnesium,
This is a method in which an anode made of zinc, aluminum alloy, magnesium alloy, zinc alloy, etc. is connected to a steel structure, and the current generated by the potential difference between the two metals is used as a corrosion protection current. The anticorrosion current density is generally about 100 mA/m2 as a standard, and is used in the range of about 50 to 500 mA/m2. In the present invention, the period of wet treatment and cathodic protection treatment is carried out, but both are substantially submerged from the point of performing known pretreatment such as high-speed water jets or spraying high-speed water jets containing sand onto the surface of the object to be coated. Refers to the time of application of hardening paint. Of course, the same effect as the present invention can be obtained even if the electrolytic protection treatment is continued after the coating operation or if the electrolytic protection treatment is stopped immediately before the coating operation and is not performed thereafter. In the present invention, by performing the above electrolytic corrosion treatment, it is possible to apply an underwater curable paint or an underwater curable putty extremely easily. The reason for this is assumed to be as follows. That is, when a steel material to be coated is treated according to the present invention, the surface of the steel material to be coated, which has been cleaned by a high-speed water stream or a high-speed water stream containing sand, is in a wet state, so that due to the action of cathodic protection, an underwater-curable paint or an underwater It is kept clean during the period until the hardening putty is applied, and the steel is kept clean due to seawater, which would form on the surface of the workpiece if no cathodic protection treatment was applied. Since inhibitory substances are suppressed by the cathodic protection treatment, the underwater curing paint reliably adheres to the surface of the object to be coated. Therefore, it is presumed that even in the splash zone of the water surface where corrosion is severe, the paint will reliably adhere to the surface of the object to be coated, making it possible to easily apply the coating by ordinary means. As the underwater curable paint or underwater curable putty used in the present invention, any of those that have been conventionally used in this field can be used.For example, epoxy resin as the main ingredient, polyamide resin, modified aromatic Underwater-curable paints or putty that use hardening agents such as group polyamines, modified aliphatic polyamines, heterocyclic polyamines, alicyclic polyamines, etc., and underwater-curable paints or underwater-curable putties that use unsaturated polyester resin as a base material. A typical example is putty. Further, as a means for applying this paint or putty, the usual means for painting on land can be widely adopted, and typical examples include means for applying with a spatula or a lever. The effects of the present invention will be illustrated in more detail with reference to Examples below. Example 1 and Comparative Examples 1 to 3 Shot blasted 9mm x 300mm x 300
Immediately after immersing a mm steel plate in 3% saline solution, lift it out of the water, expose 2/3 of the total surface area above the water surface, and immediately cover the steel surface above the water surface evenly with a dampened case. Soak in 3% saline solution. At the same time, an Al alloy anode is connected to this steel plate,
Leave it for one day. Peel off the gauze from this steel plate and use a commercially available brush to apply the underwater curing paint to a dry film thickness of approximately 1.
The above water area was painted in a wet state to a thickness of mm. The underwater curable paint used here is a commonly used epoxy resin based underwater curable paint, and its composition is shown in Table 1. Further, the anticorrosion current during immersion in 3% saline solution in Example 1 was 400 mA/m 2 .

【表】 得られた被塗物について、各種物性を測定し
た。この結果を下記第2表に示す。 第2表の実施例および比較例について塗装作業
性、6ケ月間の3%食塩水中の浸漬試験後の密着
力および錆発生の有無を目視により観察した。 <塗装作業性> 以下に塗装作業性の基準を示す。 ○……刷毛に付着した塗料が鋼面に触れただけで
塗料が付着し、刷毛さばきが良好に塗装出来
る。 △……何回かこすりつければ付着するが刷毛さば
きは非常に悪い。 ×……何回かこすりつけても殆んど付着しない。 <密着力> 3%食塩水中に6ケ月浸漬後、とり出してアド
ヒージヨンテスター(エルコメータ社製)により
引張接着強度を測定した。また、密着力測定部分
の塗膜凝集破壊率および錆の発生の有無を目視で
観察する。 以上の結果を第2表に示した。
[Table] Various physical properties were measured for the obtained coated objects. The results are shown in Table 2 below. The Examples and Comparative Examples shown in Table 2 were visually observed for coating workability, adhesion after a 6-month immersion test in 3% saline, and the presence or absence of rust. <Painting workability> The standards for painting workability are shown below. ○...The paint adheres to the steel surface just by touching it, allowing good brush movement. △...It will stick if you rub it a few times, but the brush handling is very poor. ×...Almost no adhesion even if rubbed several times. <Adhesion> After being immersed in 3% saline for 6 months, the sample was taken out and the tensile adhesive strength was measured using an adhesion tester (manufactured by Elcometer). In addition, visually observe the coating film cohesive failure rate and the presence or absence of rust in the adhesion measurement area. The above results are shown in Table 2.

【表】 比較例1は実施例1に於いて水に濡らしたガー
ゼおよびAl合金陽極を使用しなかつた場合(そ
の他は実施例1に同じ)。 比較例2は実施例1に於いてAl合金陽極を使
用しなかつた場合(その他は実施例1に同じ)。 比較例3は実施例1に於いて水に濡らしたガー
ゼを使用しなかつた場合(その他は実施例1に同
じ)。 実施例2および比較例4 シヨツトブラストした直後に3%食塩水中に1
日間浸漬したAl合金陽極を接続した9mm×300mm
×300mmの鋼板(電流密度は100mA/m2)に市販
のブラシを用いて水中硬化型塗料を乾燥膜厚約1
mmになるように水中にて塗装した。ここで使用し
た水中硬化型塗料は実施例1と同じものである。
塗装物について実施例1と同様に各種物性を測定
した。この結果を第3表に示す。
[Table] Comparative Example 1 is the same as Example 1 except that the water-wetted gauze and the Al alloy anode were not used (other conditions were the same as Example 1). Comparative Example 2 is a case where the Al alloy anode was not used in Example 1 (the other conditions were the same as Example 1). Comparative Example 3 is the same as Example 1 except that the gauze soaked in water was not used (the rest was the same as Example 1). Example 2 and Comparative Example 4 Immediately after shot blasting, 1%
9mm x 300mm connected with Al alloy anode soaked for days
× 300mm steel plate (current density is 100mA/m 2 ) using a commercially available brush to apply underwater curing paint to a dry film thickness of approximately 1.
It was painted underwater to a thickness of mm. The underwater curable paint used here was the same as in Example 1.
Various physical properties of the coated product were measured in the same manner as in Example 1. The results are shown in Table 3.

【表】 但し比較例4はAl合金陽極を接続せずその他
は実施例2と同じように処理したものである。 実施例3および比較例5 下記第4表に示す組成物を用いて実施例1およ
び比較例2と同様に作業して塗装した。結果を第
5表に示す。
[Table] However, in Comparative Example 4, the Al alloy anode was not connected and the other processes were the same as in Example 2. Example 3 and Comparative Example 5 Painting was carried out in the same manner as in Example 1 and Comparative Example 2 using the compositions shown in Table 4 below. The results are shown in Table 5.

【表】【table】

【表】 実施例4および比較例6 下記第6表に示す組成物を用いて、電流密度50
mA/m2、乾燥膜厚3mmとする他は全て実施例2
および比較例4と同様に作業して塗装した。その
結果を第7表に示す。
[Table] Example 4 and Comparative Example 6 Using the compositions shown in Table 6 below, a current density of 50
Everything is the same as Example 2 except that mA/m 2 and dry film thickness are 3 mm.
And painting was carried out in the same manner as in Comparative Example 4. The results are shown in Table 7.

【表】【table】

【表】【table】

Claims (1)

【特許請求の範囲】[Claims] 1 水中鋼構造物の鋼表面をクリーニングした後
水中硬化型塗料もしくは水中硬化型パテにて防食
塗装するに際して、クリーニング後防食塗装する
間に於いて湿潤下に電気防食処理を施こすことを
特徴とする水中での鋼構造物の防食方法。
1. When applying an anti-corrosion coating with an underwater curing paint or an underwater curing putty after cleaning the steel surface of an underwater steel structure, the feature is that electrolytic protection treatment is applied under humidity during the anti-corrosion coating after cleaning. Corrosion prevention method for steel structures underwater.
JP61290933A 1986-12-05 1986-12-05 Method for preventing corrosion of steel structure Granted JPS63143275A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61290933A JPS63143275A (en) 1986-12-05 1986-12-05 Method for preventing corrosion of steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61290933A JPS63143275A (en) 1986-12-05 1986-12-05 Method for preventing corrosion of steel structure

Publications (2)

Publication Number Publication Date
JPS63143275A JPS63143275A (en) 1988-06-15
JPH0548310B2 true JPH0548310B2 (en) 1993-07-21

Family

ID=17762382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61290933A Granted JPS63143275A (en) 1986-12-05 1986-12-05 Method for preventing corrosion of steel structure

Country Status (1)

Country Link
JP (1) JPS63143275A (en)

Also Published As

Publication number Publication date
JPS63143275A (en) 1988-06-15

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