JPS63143275A - Method for preventing corrosion of steel structure - Google Patents

Method for preventing corrosion of steel structure

Info

Publication number
JPS63143275A
JPS63143275A JP61290933A JP29093386A JPS63143275A JP S63143275 A JPS63143275 A JP S63143275A JP 61290933 A JP61290933 A JP 61290933A JP 29093386 A JP29093386 A JP 29093386A JP S63143275 A JPS63143275 A JP S63143275A
Authority
JP
Japan
Prior art keywords
water
underwater
steel structure
paint
steel
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
JP61290933A
Other languages
Japanese (ja)
Other versions
JPH0548310B2 (en
Inventor
Masahito Shimizu
雅人 清水
Akira Murakami
村上 陽
Kazufumi Hamabuchi
濱渕 一文
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 Electric Industrial Co 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
Application filed by Nitto Electric Industrial Co Ltd filed Critical Nitto Electric Industrial Co Ltd
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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  • Application Of Or Painting With Fluid Materials (AREA)
  • Laminated Bodies (AREA)
  • Prevention Of Electric Corrosion (AREA)

Abstract

PURPOSE:To form a steel structure capable of being coated even in the water by applying electrolytic protection treatment to the structure in a wet state after the surface of the submerged steel structure is cleaned and before the anticorrosive coating is applied. CONSTITUTION:The surface of the submerged steel structure is cleaned, and then applied with the anticorrosive coat with the use of water-curing paint or water-curing putty. In this case, electrolytic protection treatment is applied to the surface while keeping the surface wet after the surface is cleaned and before the anticorrosive coat is applied. An external energizing system or a galvanic anode system can be used for the electrolytic protection treatment, and the anticorrosive current density is controlled to about 50-500mA/m<2>. By this method, a steel structure capable of being easily coated even in the water by the same operation as that on the ground is obtained.

Description

【発明の詳細な説明】 〔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。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for preventing corrosion of underwater steel structures using underwater paint or underwater curing putty. This relates to pretreatment performed when anticorrosive construction is performed using underwater paint or putty.

〔従来の技術〕[Conventional technology]

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槽
の橋脚部、海上港の水中構造物等の建造、建設が増加の
一途をたどっているが、これ等鋼構造物は設置区域から
のメインテナンスのための移動が殆んど不可部である。
In recent years, steel structures such as oil drilling rigs or oil stockpile purging associated with offshore development, offshore plants, ships, etc., steel structures such as steel sheet piles used for seawall construction, etc., bridge piers of large tanks constructed offshore, Although the construction of underwater structures for marine ports is increasing, these steel structures almost never have to be moved from the installation area for maintenance.

従ってこれ等海洋鋼構造物の水中部での、あるいはスプ
ラッシェゾーン部での防食塗装、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
題となっている。
Therefore, problems such as anticorrosive coating, cleaning, and maintenance occur in the underwater part of these marine steel structures or in the splash zone, and the need for maintenance at sea has become a major issue.

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
リットは大きい。
Therefore, it would be of great benefit if there was a coating method that could be applied as efficiently underwater as on land, and that would provide a coating film with excellent corrosion resistance.

従来、船舶、水中構築物の没水部及びスブラッシェゾー
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(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ところ
が、上記下地処理を施こし鋼表面の調整を行った後水中
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ッシュゾーン部は
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。
Conventionally, the method of painting the submerged parts and sbrushes zones of ships and underwater structures is to use a type 2 coating method, which involves simply scraping away floating rust, etc. as a surface treatment, and then spraying a high-speed water jet to further clean the surface. In order to remove rust and scale even better, there are methods such as mixing sand in a high-speed stream of water and blowing it onto the steel surface.After these surface treatments, underwater curing is Generally, a hardening paint or putty is applied using a brush or a spatula, but after the above-mentioned surface treatment is applied and the steel surface is adjusted, an underwater hardening paint or putty is applied using a brush or a spatula. When painting, it is virtually impossible to paint the submerged parts of underwater structures, especially the splash zone, because they are in a severe corrosive environment.Also, even if it can be painted, the efficiency of the painting will be extremely low, making it difficult to paint. There are almost no

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

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、没水中やスプラッシュゾーンに於いてもかなりの塗
装効率でもって塗装可能な塗装方法を開発することであ
る。
The problem to be solved by the present invention is to solve the above-mentioned difficulties of the conventional underwater painting method.More specifically, it is possible to easily perform painting underwater by the same operation as on land, and to apply it in submerged or splash areas. The objective is to develop a coating method that can be applied with considerable coating efficiency.

〔問題点を解決するための手段〕[Means for solving problems]

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
によって達成される。
The above-mentioned problems arise when painting objects such as ships and underwater structures with underwater curing paints. This is achieved by applying cathodic protection treatment while keeping the surface of the object to be coated in a substantially wet state for the period from the time of treatment until the time when the underwater-curing paint or putty is applied to the object. .

〔発明の構成並びに作用〕[Structure and operation of the invention]

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ってクリーニング後、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。
In the present invention, prior to painting an object with an underwater curing paint or an underwater curing putty, the object is cleaned, or the surface of the object is substantially moistened, and then electrolytic protection treatment is performed. After cleaning, cathodic protection is performed under wet conditions until further application of underwater curable paint or underwater curable putty.

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
によっても、また無数に穴をあけたパイプに水を通すこ
とによって無数に出来る水鉄砲伏の水流を被塗物表面に
あてることによっても、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っても、あ
るいは上記方法を組合わせることによっても、達成出来
る状態を含み、被塗物表面が実質的に?B濶状態となる
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って、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鉗<、本発明の効果が充分に
期待出来ない場合がある。
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. Water can be applied to water-retaining cloth, paper, etc. by passing water through a pipe with countless holes, and by applying countless streams of water to the surface of the object to be coated. This includes a state that can be achieved by attaching it to the object to be coated or by combining the above methods, and whether the surface of the object to be coated is substantially the same? B It means to be in a state of ecstasy. 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 to maintain a continuous wet film of water on the water surface when the object itself is not submerged in water. It is to let If this wet water film is not connected to the surface of the water, the effect of the cathodic protection treatment, which is important in the present invention, may be sufficiently exhibited, and the effects of the present invention may not be fully expected.

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1どけでなく、スプラッシュゾ
ーン部および水上、陸上に存在する鋼構造物をも指す。
As is clear from the above, the "underwater steel structure" of the present invention
This refers not only to things that exist underwater, but also to steel structures that exist in splash zones, on water, and on land.

本発明の電気防食処理とは、鋼構造物に電気防食法を通
用して防食電流を流すことをいう。電気防食法は、外部
ffi源方式でも流電陽極方式いずれでも通用可能であ
る。
The cathodic protection treatment of the present invention refers to applying a cathodic protection method to a steel structure to apply a corrosion protection current. The cathodic protection method can be applied to either an external ffi source method or a galvanic anode method.

外部電源方式は外部の直流電源の正極に電流を流す対極
を、負極に鋼構造物をつないで電流を流す対極から鋼構
造物に向かっ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錫合金電極、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。
The external power supply method refers to a method in which the counter electrode, in which current flows through the positive electrode of an external DC power supply, is connected to a steel structure to the negative electrode, and the anticorrosion current flows from the counter electrode toward the steel structure. A lead-tin alloy electrode, a magnetic iron oxide electrode, a silicon iron electrode, a platinum electrode, a carbon electrode, etc. are used.

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、両会居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。
The galvanic anode method is a method in which an anode made of aluminum, magnesium, 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 walls is used as a corrosion protection current.

防食電流密度は一般に+ 00mA/m2程度を標準と
し、50〜500 mA/m2程度の範囲で使用される
The anticorrosion current density is generally about +00 mA/m2 as a standard, and is used in the range of about 50 to 500 mA/m2.

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、心気防食
処理を行わなかった場合いずれであっても、本発明同様
の効果がある。
In the present invention, the wet treatment and the cathodic protection treatment are carried out, but both are substantially performed using known pretreatments such as high-speed water jets,
It refers to the time from the time when a high-speed water stream containing sand is sprayed onto the surface of the object to be coated to the time when the underwater curable paint is applied. Of course, the same effects of the present invention can be obtained even if the cathodic protection treatment is continued after the application work, or if the cathodic protection treatment is stopped immediately before the application work and the hypochondriacal corrosion protection treatment is not performed thereafter. .

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。
In the present invention, by performing the above cathodic protection treatment,
It is very easy to apply underwater curing paint or putty.

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清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った場合に被
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
って腐食の激しい、水面のスプラッシュゾーンに於いて
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。
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 curing type paint or 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 cathodic protection treatment was not applied. Since inhibitory substances are suppressed by the cathodic protection treatment, the underwater-curable paint reliably adheres to the surface of the object to be coated. Therefore, it is presumed that the paint will reliably adhere to the surface of the object to be coated even in the highly corrosive splash zone of the water surface, making it possible to easily apply the coating by conventional means.

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、
例えばヘラやコテで塗装する手段を代表例として挙げる
ことが出来る。
As the underwater curable paint or underwater curable putty used in the present invention, any of those conventionally used in this type of field can be used. For example, epoxy resin as the main ingredient, polyamide resin, modified aromatic family polyamines,
Underwater-curable paints or putty that use modified aliphatic polyamines, heterocyclic polyamines, alicyclic polyamines, etc. as hardeners, and underwater-curable paints or putty that use unsaturated polyester resin as a base material. This can be illustrated as a representative example. Also, as a means of applying this paint or putty, the usual means of painting on land can be widely adopted.
For example, a typical example is painting with a spatula or a trowel.

以下実施例により本発明の効果を更に具体的に示す。The effects of the present invention will be illustrated in more detail with reference to Examples below.

実施例1および比較例1〜3 ショツトブラストを施こした9m+mX 300m*x
30(1+m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ガーゼで均一に
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、M1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+IIIになるように?!i
濶状態で水上部分を塗装した。
Example 1 and Comparative Examples 1 to 3 Shot blasted 9m+mX 300m*x
Immediately after immersing a 30 (1+m) 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 water-soaked gauze. One end is soaked in 3% saline solution. At the same time, an M1 alloy anode is connected to this steel plate and left for one day. Peel off the gauze from this steel plate and use a commercially available brush to apply underwater curing paint to a dry film thickness of approximately 1+III. So that it becomes?!i
I painted the above water part while it was wet.

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。
The underwater curable paint used here is a commonly used epoxy resin based underwater curable paint, and its composition is shown in Table 1.

また、実施例1の3%食塩水浸漬中の防食電流は400
mA/m2であった。
In addition, the anticorrosion current during immersion in 3% saline solution in Example 1 was 400
It was mA/m2.

得られた被塗物について、各種物性を測定した。Various physical properties of the obtained coated object were measured.

この結果を下記第2表に示す。The results are shown in Table 2 below.

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。
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.

く塗装作業性〉 以下に塗装作業性の基準を示す。Paint workability The standards for painting workability are shown below.

O・・・・・・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。
O...The paint attached to the brush will adhere to the steel surface just by touching it, and the brush can be applied well.

Δ・・・・・・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。
Δ...It will stick if you rub it a few times, but the brush handling is very poor.

×・・・・・・何回かこすりつけても殆んど付着しない
×...Even if you rub it several times, it hardly sticks.

〈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ョ
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。
<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.

以上の結果を第2表に示した。The above results are shown in Table 2.

第  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
A1合金陽極を使用しなかった場合(その他は実施例1
に同じ)。
Comparative Example 1 in Table 2 shows the case where the gauze wetted with water and the A1 alloy anode were not used in Example 1 (other than that in Example 1).
).

比較例2は実施例1に於いてA1合金陽極を使用しなか
った場合(その他は実施例1に同じ)。
Comparative Example 2 is the same as Example 1 except that the A1 alloy anode was not used (otherwise the same as Example 1).

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
しなかった場合(その他は実施例1に同じ)。
Comparative Example 3 is the same as Example 1 except that the gauze soaked in water was not used (the other conditions were the same as Example 1).

実施例2および比較例4 ショツトブラストした直後に3%食塩水中に1日間浸漬
したAl1合金陽極を接続した9mff1X30011
II×30011IMの鋼板(it電流密度100mA
/m2)に市販のブラシを用いて水中硬化型塗料を乾燥
膜1約1ms+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と同しものである。
Example 2 and Comparative Example 4 9mff1X30011 connected to Al1 alloy anode immersed in 3% saline for 1 day immediately after shot blasting
II×30011IM steel plate (it current density 100mA
/m2), an underwater curable paint was applied in water using a commercially available brush so that the dry film was approximately 1 ms+. The underwater curable paint used here was the same as in Example 1.

塗装物について実施例1と同様に各種物性を測定した。Various physical properties of the coated product were measured in the same manner as in Example 1.

この結果を第3表に示す。The results are shown in Table 3.

第  3  表 但し比較例4はA1合金陽極を接続せずその他は実施例
2と同しように処理したものである。
Table 3 However, in Comparative Example 4, the A1 alloy anode was not connected and the other treatments were the same as in Example 2.

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18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。
Example 3 and Comparative Example 5 Painting was carried out in the same manner as in Example 18 and Comparative Example 2 using the compositions shown in Table 4 below. The results are shown in Table 5.

第4表 第  5  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50mA/
n2、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 4 Table 5 Example 4 and Comparative Example 6 Using the compositions shown in Table 6 below, the current density was 50 mA/
Coating was carried out in the same manner as in Example 2 and Comparative Example 4, except that n2 and dry film thickness were 3 mm. The results are shown in Table 7.

第  6  表 第  7  表 (以上)Table 6 Table 7 (that's all)

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, apply cathodic protection treatment under humidity during the anti-corrosion coating after cleaning. A method for preventing corrosion of steel structures in water, characterized by:
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 true JPS63143275A (en) 1988-06-15
JPH0548310B2 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
JPH0548310B2 (en) 1993-07-21

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