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JP2017039974A - Coated steel material, and manufacturing method thereof - Google Patents

Coated steel material, and manufacturing method thereof Download PDF

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JP2017039974A
JP2017039974A JP2015162336A JP2015162336A JP2017039974A JP 2017039974 A JP2017039974 A JP 2017039974A JP 2015162336 A JP2015162336 A JP 2015162336A JP 2015162336 A JP2015162336 A JP 2015162336A JP 2017039974 A JP2017039974 A JP 2017039974A
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steel material
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coated steel
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真司 阪下
Shinji Sakashita
真司 阪下
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Kobe Steel Ltd
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Priority to CN201610421302.5A priority patent/CN106467950A/en
Priority to KR1020160102646A priority patent/KR101800550B1/en
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    • C23C24/00Coating starting from inorganic powder
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    • BPERFORMING OPERATIONS; TRANSPORTING
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Abstract

PROBLEM TO BE SOLVED: To provide a coated steel material kept in excellent salt water resistance for a relatively long term.SOLUTION: A coated steel material comprises a basis steel material, and a coating layer formed on the surface of the basis steel material. The coating layer is characterized in that: it has an average thickness of 8 μm to 105 μm; it contains an Al compound, a Cr compound, a Cu compound and an Fe compound; and said chemical compound is an oxide or an oxyhydroxide or their combination. The coating layer may contain an Al oxide, an Al oxyhydrooxide or their combination by 0.08 mass% or more and 10.5 mass% or less, a Cr oxide by 0.08 mass% or more and 10.5 mass% or less, a Cu oxide by 0.08 mass% or more and 10.5 mass% or less, and the total of FeOand α-FeOOH by 29.5 mass% or more in total. Moreover, it is preferred that the average particle diameters of the FeOand α-FeOOH are individually 4.5 nm to 22 nm.SELECTED DRAWING: None

Description

本発明は、被覆鋼材及びその製造方法に関する。   The present invention relates to a coated steel material and a manufacturing method thereof.

鋼材は、各種構造物の部材として多用されているが、海水及び/又は飛来海塩粒子が主因となる腐食環境下で使用される船舶、海洋構造物、橋梁等の海浜や海水中の構造物に使用した場合、板厚の減少や腐食孔の形成等を生じることで強度が低下することがある。特に、船舶のバラストタンクは、厳しい腐食環境に曝されることが知られている。また、近年、地球環境保全の観点から、温室効果ガスである二酸化炭素を排出しないクリーンエネルギー生成技術として、海洋上での風力発電、波浪発電、潮流発電、海流発電、温度差発電、太陽光発電等の発電技術が注目されている。このような海洋上の構造物も、従来の海浜や海水中の構造物より厳しい腐食環境に曝される可能性が想定される。そのため、これらの鋼材には、防食技術によって耐塩水性を向上することが要求される。   Steel is widely used as a member of various structures, but ships, marine structures, bridges and other beaches and structures in seawater used in corrosive environments mainly caused by seawater and / or flying sea salt particles When used in the above, the strength may decrease due to reduction in plate thickness, formation of corrosion holes, or the like. In particular, ship ballast tanks are known to be exposed to severe corrosive environments. In recent years, as a clean energy generation technology that does not emit carbon dioxide, a greenhouse gas, from the viewpoint of global environmental conservation, wind power generation, ocean wave power generation, tidal current power generation, ocean current power generation, temperature difference power generation, solar power generation Power generation technology such as Such marine structures are also likely to be exposed to more severe corrosive environments than conventional beaches and structures in seawater. Therefore, these steel materials are required to improve salt water resistance by anticorrosion technology.

防食技術としては、例えば電気防食、表面処理等が挙げられる。上記表面処理としては、塗装により被覆を形成する防食塗装、溶射により被覆を形成する防食溶射等が挙げられる。また、鋼材の表面に形成される錆は、耐塩水性を向上する保護皮膜として作用することが公知であるため、鋼材の表面処理に錆を利用する方法も考えられる。さらに、鋼材自身の改良や、鋼材自身の改良と表面処理とを組み合わせる方法も提案されている。   Examples of the anticorrosion technique include cathodic protection and surface treatment. Examples of the surface treatment include anticorrosion coating for forming a coating by coating, anticorrosion spraying for forming a coating by thermal spraying, and the like. Moreover, since it is known that the rust formed on the surface of the steel material acts as a protective film for improving salt water resistance, a method of using rust for the surface treatment of the steel material is also conceivable. Furthermore, methods for improving the steel material itself and combining the steel material itself with surface treatment have also been proposed.

防食技術の一つである電気防食は、電極電位の操作で腐食を抑制する方法であり、海水に常時浸漬される鋼材の耐塩水性の向上には有効であるが、海水に常時浸漬されるわけではない鋼材の耐塩水性の向上にはあまり有効ではない。電気防食による耐塩水性の向上が有効でない鋼材の具体例としては、例えば海水の飛沫等による腐食環境に曝される海洋上構造物の海上部の鋼材、特に海面近傍領域の鋼材、船舶の積載荷重に応じて海水の注入及び排水を繰り返すバラストタンクの内表面の鋼材等が挙げられる。また、別の具体例として、海水に由来する塩分からなる微粒子である海塩粒子の飛来に曝され、かつ乾燥環境及び湿潤環境を繰り返す海岸に近い鉄橋梁等の構造物の鋼材なども挙げられる。このように、電気防食は、船舶のバラストタンクや海洋上の構造物に用いられる鋼材にはあまり有効ではない。   Electrocorrosion, which is one of the anticorrosion techniques, is a method of suppressing corrosion by manipulating electrode potential, and is effective in improving the saltwater resistance of steel materials that are constantly immersed in seawater. It is not very effective in improving the salt water resistance of steel materials that are not. Specific examples of steel materials that are not effective in improving salt water resistance due to cathodic protection include steel materials in the upper part of marine structures exposed to corrosive environments such as seawater splashes, especially steel materials in the vicinity of the sea surface, and ship loading The steel material etc. of the inner surface of the ballast tank which repeats injection | pouring and drainage of seawater according to are mentioned. As another specific example, steel materials of structures such as iron bridges close to the coast that are exposed to the arrival of sea salt particles, which are fine particles composed of salt derived from seawater, and repeat a dry environment and a humid environment, etc. . Thus, cathodic protection is not very effective for steel materials used in ship ballast tanks and marine structures.

また、別の防食技術である防食塗装は、エポキシ樹脂、塩化ゴム、アクリル樹脂、ウレタン樹脂、フッ素樹脂等の様々な樹脂を主成分とする防食塗料を環境に応じて使用し、鋼材に単層又は複層の塗膜を形成することで耐塩水性を向上する方法である。しかし、上記塗膜は、紫外線による経時劣化、何らかの外的な機械的作用による損傷等によって容易に疵や剥離を生じ、その結果、鋼材が露出して腐食が進展するおそれがある。例えば、船舶のバラストタンクの塗膜が剥離した箇所では、1年間の腐食摩耗量が1mmにも及ぶこともある。そのため、防食塗装は、塗装後に定期的な検査や再塗装等のメンテナンスが必要となるが、再塗装にはかなりのコストや工期を要する。また、船舶、海洋構造物、橋梁等の構造物には、海中、足場がないと近づけない高所、構造的に入り組んだ箇所等の接近が困難で上述の検査やメンテナンスが容易でない箇所も多い。そのため、防食塗装は、耐塩水性が維持される期間の短さの観点から、船舶のバラストタンクや海洋上の構造物に用いられる鋼材に対しては実用的でない場合もある。   Another anti-corrosion technology is anti-corrosion coating, which uses anti-corrosion paints mainly composed of various resins such as epoxy resin, chlorinated rubber, acrylic resin, urethane resin, and fluorine resin according to the environment. Or it is the method of improving salt water resistance by forming the coating film of a multilayer. However, the coating film is easily wrinkled and peeled due to deterioration with time due to ultraviolet rays, damage due to some external mechanical action, and the like, and as a result, the steel material may be exposed and corrosion may progress. For example, in a place where the coating film of a ship's ballast tank is peeled off, the amount of corrosive wear per year may reach 1 mm. For this reason, anticorrosion coating requires maintenance such as periodic inspection and repainting after painting, but recoating requires a considerable cost and construction period. In addition, there are many places where structures such as ships, offshore structures and bridges cannot be approached without underwater or scaffolding, and where the above-mentioned inspection and maintenance are not easy due to the difficulty of approaching structurally complicated places. . Therefore, anticorrosion coating may not be practical for steel materials used in ship ballast tanks and offshore structures from the viewpoint of the short period during which saltwater resistance is maintained.

さらに別の防食技術である防食溶射は、亜鉛、アルミニウム、マグネシウム等の鋼よりも卑な金属又は合金を溶射材料に用いて鋼材表面に溶射被膜を形成し、この溶射被膜の犠牲陽極作用により防食作用を得る。しかし、この防食溶射は、溶射被膜の消費によって防食作用を発揮するため、定期的な再溶射で溶射被膜の平均厚さを維持する必要があるが、上述のように構造物には接近が困難で再溶射が容易でない箇所も多い。そのため、防食溶射は、防食塗装と同様に、耐塩水性が維持される期間の短さの観点から、船舶のバラストタンクや海洋上の構造物に用いられる鋼材に対しては実用的でない場合もある。   Another anti-corrosion technology, anti-corrosion spraying, uses a base metal or alloy, such as zinc, aluminum, or magnesium, as the thermal spray material to form a thermal spray coating on the surface of the steel, and the sacrificial anodic action of this thermal spray coating prevents corrosion. Get action. However, since this anti-corrosion spray exhibits anti-corrosion action due to the consumption of the spray coating, it is necessary to maintain the average thickness of the spray coating by periodic re-spraying, but it is difficult to access the structure as described above. There are many places where re-spraying is not easy. Therefore, anticorrosion spraying, like anticorrosion coating, may not be practical for steel materials used in ship ballast tanks and marine structures from the viewpoint of the short period during which saltwater resistance is maintained. .

一方、海水腐食環境で鋼材の表面に形成されるα―FeOOH、β―FeOOH、γ−FeOOH、Fe等のFe化合物からなる錆は、腐食性物質の侵入を抑制する保護被膜として作用し、鋼材の腐食をやや抑制することが公知である。しかしながら、通常の鋼材に形成される錆は、Fe化合物の粒径が比較的大きく緻密さに欠けるため、腐食性物質の侵入抑制効果が小さく、耐塩水性を大幅に向上するものではない。また、上記錆は、鋼材との密着性が比較的低いため、容易に剥離及び脱落する。そのため、鋼材の表面処理に錆を利用する方法は、あまり実用的とはいえない。 On the other hand, rust made of Fe compounds such as α-FeOOH, β-FeOOH, γ-FeOOH, and Fe 3 O 4 formed on the surface of steel in a seawater corrosive environment acts as a protective coating that suppresses the invasion of corrosive substances. However, it is known that corrosion of steel materials is somewhat suppressed. However, rust formed on normal steel materials has a relatively large Fe compound particle size and lacks precision, and therefore has little effect of suppressing the entry of corrosive substances, and does not significantly improve salt water resistance. Moreover, since the said rust has comparatively low adhesiveness with steel materials, it peels off and drops easily. Therefore, the method of using rust for the surface treatment of steel is not very practical.

さらに、上述の鋼材への表面処理に加え、鋼材自身の改良や、鋼材自身の改良と表面処理とを組み合わせる防食技術も提案されている。具体的には、例えば特定の組成を有する塗装用鋼材を用いる方法(特開2012−122117号公報参照)、特定の金属を含有する保護性錆層で覆われた特定の化学組成を有する鋼材を用いる方法(特開2014−5499号公報参照)等が提案されている。しかし、上記従来の方法によっても、優れた耐塩水性が維持される期間が不十分である。   Furthermore, in addition to the above-described surface treatment for steel materials, there has been proposed an anticorrosion technique in which the steel material itself is improved, or the improvement of the steel material itself and the surface treatment are combined. Specifically, for example, a method using a coating steel material having a specific composition (see JP 2012-122117 A), a steel material having a specific chemical composition covered with a protective rust layer containing a specific metal. A method to be used (see Japanese Patent Application Laid-Open No. 2014-5499) has been proposed. However, even with the above-described conventional method, the period during which excellent salt water resistance is maintained is insufficient.

特開2012−122117号公報JP 2012-122117 A 特開2014−5499号公報JP 2014-5499 A

本発明は、上述のような事情に基づいてなされたものであり、優れた耐塩水性が比較的長期間維持される被覆鋼材及びその製造方法を提供することを課題とする。   This invention is made | formed based on the above situations, and makes it a subject to provide the coated steel material by which the outstanding salt-water resistance is maintained for a comparatively long period, and its manufacturing method.

本発明者らは、海水腐食環境における鋼材の腐食進展機構を精査し、従来の防食塗装等の表面処理によらない新たな防食技術について研究を行った。その結果、上述のように、海水腐食環境で鋼材の表面に形成されるFe化合物からなる錆は、耐塩水性を大幅に向上するものではなく、また鋼材から容易に剥離及び脱落するため、鋼材の表面処理として実用的とはいえない。しかしながら、Fe化合物を含有し、かつ適切な平均厚さを有する被覆層が素地鋼材の表面に形成された被覆鋼材は、耐塩水性を比較的長期間維持できることを見出した。また、上記被覆層がCu化合物を含有することで上記被覆層の緻密さが向上し、さらにAl化合物及びCr化合物を含有することで腐食性物質を無害化でき、これらの結果、素地鋼材への腐食性物質の侵入を著しく抑制して耐塩水性を向上できることを見出した。   The present inventors have investigated the corrosion progress mechanism of steel materials in a seawater corrosive environment, and have studied a new anticorrosion technique that does not depend on surface treatment such as conventional anticorrosion coating. As a result, as described above, rust composed of Fe compounds formed on the surface of steel in a seawater corrosive environment does not significantly improve saltwater resistance, and easily peels off and falls off from steel. It is not practical as a surface treatment. However, it has been found that a coated steel material containing a Fe compound and having a coating layer having an appropriate average thickness formed on the surface of the base steel material can maintain salt water resistance for a relatively long period of time. Moreover, the said coating layer contains Cu compound, the density of the said coating layer improves, Furthermore, a corrosive substance can be detoxified by containing Al compound and Cr compound, and, as a result, to a base steel material It has been found that salt water resistance can be improved by significantly suppressing the intrusion of corrosive substances.

すなわち、上記課題を解決するためになされた発明は、素地鋼材と、この素地鋼材の表面に形成される被覆層とを備える被覆鋼材であって、上記被覆層が、8μm以上105μm以下の平均厚さを有し、かつAl化合物、Cr化合物、Cu化合物及びFe化合物を含有し、上記化合物が、酸化物、オキシ水酸化物又はこれらの組み合わせであることを特徴とする。   That is, the invention made to solve the above problems is a coated steel material comprising a base steel material and a coating layer formed on the surface of the base steel material, wherein the coating layer has an average thickness of 8 μm or more and 105 μm or less. And containing an Al compound, a Cr compound, a Cu compound, and an Fe compound, wherein the compound is an oxide, an oxyhydroxide, or a combination thereof.

当該被覆鋼材は、被覆層が素地鋼材との密着性に優れるFe化合物を含有することで被覆層及び素地鋼材の密着性を向上できる。また、被覆層が上記範囲の平均厚さを有することで腐食性物質の素地鋼材への侵入を抑制できる。その結果、優れた耐塩水性を長期間維持できる。また、当該被覆鋼材は、被覆層の含有するAl化合物が腐食性の塩化物を固定して無害化し、Cr化合物が腐食性の硫酸塩を固定して無害化し、さらにCu化合物が被覆層の緻密さを向上することで、腐食性物質の素地鋼材への侵入を著しく抑制するため、耐塩水性を向上できる。   The said coating steel material can improve the adhesiveness of a coating layer and a base steel material because a coating layer contains the Fe compound which is excellent in adhesiveness with a base steel material. Moreover, the penetration | invasion to the base steel material of a corrosive substance can be suppressed because a coating layer has the average thickness of the said range. As a result, excellent salt water resistance can be maintained for a long time. Further, in the coated steel material, the Al compound contained in the coating layer fixes the corrosive chloride and renders it harmless, the Cr compound fixes the corrosive sulfate and renders it harmless, and the Cu compound contains the dense coating layer. By improving the thickness, the penetration of corrosive substances into the base steel is remarkably suppressed, so that the salt water resistance can be improved.

上記被覆層が、Al酸化物、Alオキシ水酸化物又はこれらの組み合わせ、Cr酸化物、Cu酸化物、並びに上記Fe酸化物及びFeオキシ水酸化物としてのFe及びα−FeOOHを含有するとよい。この場合、Al酸化物、Alオキシ水酸化物又はこれらの組み合わせの含有量としては、0.08質量%以上10.5質量%以下が好ましい。また、Cr酸化物の含有量としては、0.08質量%以上10.5質量%以下が好ましい。さらに、Cu酸化物の含有量としては、0.08質量%以上10.5質量%以下が好ましい。さらに、Fe及びα−FeOOHの合計含有量としては、29.5質量%以上が好ましい。さらに、上記Fe及びα−FeOOHの平均粒径としては、それぞれ4.5nm以上22nm以下が好ましい。 The coating layer contains Al oxide, Al oxyhydroxide or a combination thereof, Cr oxide, Cu oxide, and Fe 3 O 4 and α-FeOOH as the Fe oxide and Fe oxyhydroxide. Good. In this case, the content of Al oxide, Al oxyhydroxide, or a combination thereof is preferably 0.08% by mass or more and 10.5% by mass or less. Moreover, as content of Cr oxide, 0.08 mass% or more and 10.5 mass% or less are preferable. Furthermore, as content of Cu oxide, 0.08 mass% or more and 10.5 mass% or less are preferable. Furthermore, the total content of Fe 3 O 4 and α-FeOOH is preferably 29.5% by mass or more. Furthermore, the average particle diameter of the Fe 3 O 4 and α-FeOOH is preferably 4.5 nm or more and 22 nm or less, respectively.

被覆層がAl化合物としてAl酸化物及び/又はAlオキシ水酸化物を含有することで、腐食性の塩化物の固定をより促進できる。また、被覆層がCr化合物としてCr酸化物を含有することで、腐食性の硫酸塩の固定をより促進できる。さらに、被覆層がCu化合物としてCu酸化物を含有することで、被覆層をより緻密にできる。これらの結果、耐塩水性をより向上できる。さらに、被覆層における上記化合物の含有量が特定量であることで、耐塩水性を向上しつつ、使用時の温度変化に起因する被覆層でのクラック形成を抑制できる。さらに、被覆層がFe酸化物及びFeオキシ水酸化物としてFe化合物の中でも素地鋼材との密着性に特に優れるFe及びα−FeOOHを含有し、かつこれらの平均粒径を上記範囲とすることで、被覆層の緻密さと素地鋼材との密着性とをより向上できる。その結果、耐塩水性とこの耐塩水性の持続性とをより向上できる。 When the coating layer contains Al oxide and / or Al oxyhydroxide as the Al compound, fixing of the corrosive chloride can be further promoted. Moreover, fixation of corrosive sulfate can be further accelerated | stimulated because a coating layer contains Cr oxide as a Cr compound. Furthermore, a coating layer can be made denser because a coating layer contains Cu oxide as a Cu compound. As a result, the salt water resistance can be further improved. Furthermore, when the content of the compound in the coating layer is a specific amount, the formation of cracks in the coating layer due to a temperature change during use can be suppressed while improving the salt water resistance. Further, the coating layer contains Fe 3 O 4 and α-FeOOH, which are particularly excellent in adhesion to a base steel material among Fe compounds as Fe oxide and Fe oxyhydroxide, and the average particle size of the coating layer is in the above range. By doing, the denseness of a coating layer and adhesiveness with a base steel material can be improved more. As a result, the salt water resistance and the durability of the salt water resistance can be further improved.

上記素地鋼材が、C:0.008質量%以上0.32質量%以下、Si:0.05質量%以上2.0質量%以下、Mn:0.08質量%以上3.0質量%以下、P:0.001質量%以上0.05質量%以下、S:0.05質量%以下、Al:0.001質量%以上1.6質量%以下、N:0.001質量%以上0.015質量%以下、及び残部:Fe及び不可避的不純物である組成を有するとよい。このように、上記素地鋼材が上記組成を有することで、耐塩水性をより向上できる。   The base steel material is C: 0.008 mass% or more and 0.32 mass% or less, Si: 0.05 mass% or more and 2.0 mass% or less, Mn: 0.08 mass% or more and 3.0 mass% or less, P: 0.001% by mass to 0.05% by mass, S: 0.05% by mass or less, Al: 0.001% by mass to 1.6% by mass, N: 0.001% by mass to 0.015% It is good to have a composition that is not more than mass%, and the balance is Fe and inevitable impurities. Thus, salt water resistance can be improved more because the said base steel material has the said composition.

上記素地鋼材が、P:0.004質量%以上0.05質量%以下、及びAl:0.008質量%以上1.6質量%以下である組成を有し、Cu:0.08質量%以上2.2質量%以下、及びCr:0.08質量%以上3.0質量%以下をさらに含有し、かつMo:0.008質量%以上2.2質量%以下、及びW:0.008質量%以上2.2質量%以下のうち少なくとも1種をさらに含有するとよい。このように、上記素地鋼材のPの含有量を特定量とすることで、上記被覆層の保護性が向上する。また、上記素地鋼材のP及びAlの含有量を特定量とすることで、耐塩水性をより向上できる。さらに、上記素地鋼材がCu及びCrを特定量含有することで、被覆層の緻密さがより向上する。さらに、上記素地鋼材がMo及びWのうち少なくとも1種を特定量含有することで、Mo及び/又はWがフェライトに固溶して溶解反応の活性度が低下する。これらの結果、耐塩水性をより向上できる。   The base steel material has a composition of P: 0.004% by mass or more and 0.05% by mass or less, and Al: 0.008% by mass or more and 1.6% by mass or less, and Cu: 0.08% by mass or more. 2.2% by mass or less, and Cr: 0.08% by mass or more and 3.0% by mass or less, Mo: 0.008% by mass or more and 2.2% by mass or less, and W: 0.008% by mass % Or more and 2.2% by mass or less may be further contained. Thus, the protective property of the said coating layer improves by making content of P of the said base steel material into a specific amount. Moreover, salt water resistance can be improved more by making content of P and Al of the said base steel material into a specific amount. Furthermore, the denseness of a coating layer improves more because the said base steel materials contain Cu and Cr specific amount. Furthermore, when the said base steel material contains a specific amount of at least one of Mo and W, Mo and / or W is dissolved in ferrite and the activity of the dissolution reaction is lowered. As a result, the salt water resistance can be further improved.

上記素地鋼材が、Ni:0.008質量%以上5.2質量%以下、及びCo:0.008質量%以上5.0質量%以下のうち少なくとも1種をさらに含有するとよい。このように、素地鋼材がNi及びCoのうち少なくとも1種をさらに特定量含有することで、耐塩水性及び強度をより向上できる。   The base steel material may further contain at least one of Ni: 0.008% by mass to 5.2% by mass and Co: 0.008% by mass to 5.0% by mass. Thus, salt water resistance and intensity | strength can be improved more because a base steel material contains further a specific amount of at least 1 sort (s) among Ni and Co.

上記素地鋼材が、Mg:0.0004質量%以上0.01質量%以下、Ca:0.0004質量%以上0.01質量%以下、及び希土類金属:0.0004質量%以上0.01質量%以下のうち少なくとも1種をさらに含有するとよい。このように、素地鋼材がMg、Ca及び希土類金属のうち少なくとも1種をさらに特定量含有することで、素地鋼材の表面近傍のpH低下を抑制でき、その結果、耐塩水性をより向上できる。   The base steel material is Mg: 0.0004 mass% or more and 0.01 mass% or less, Ca: 0.0004 mass% or more and 0.01 mass% or less, and rare earth metal: 0.0004 mass% or more and 0.01 mass% or less. At least one of the following may be further contained. Thus, when the base steel material further contains a specific amount of at least one of Mg, Ca, and rare earth metal, it is possible to suppress a decrease in pH in the vicinity of the surface of the base steel material, and as a result, the salt water resistance can be further improved.

上記素地鋼材が、Sn:0.0008質量%以上0.2質量%以下、Sb:0.0008質量%以上0.2質量%以下、及びSe:0.0008質量%以上0.2質量%以下のうち少なくとも1種をさらに含有するとよい。このように、素地鋼材がSn、Sb及びSeのうち少なくとも1種をさらに特定量含有することで、耐塩水性をより向上できる。   The base steel material is Sn: 0.0008% by mass to 0.2% by mass, Sb: 0.0008% by mass to 0.2% by mass, and Se: 0.0008% by mass to 0.2% by mass. It is good to further contain at least one of them. Thus, salt water resistance can be improved more because a base steel material contains at least 1 sort (s) of Sn, Sb, and Se further.

上記素地鋼材が、Ti:0質量%超0.2質量%以下、Nb:0質量%超0.2質量%以下、Zr:0質量%超0.2質量%以下、V:0質量%超0.2質量%以下、及びB:0質量%超0.01質量%以下のうち少なくとも1種をさらに含有するとよい。このように、素地鋼材がTi、Nb、Zr、V及びBのうち少なくとも1種をさらに特定量含有することで、強度をより向上できる。   The base steel material is Ti: more than 0% by weight, 0.2% by weight or less, Nb: more than 0% by weight, 0.2% by weight or less, Zr: more than 0% by weight, 0.2% by weight or less, V: more than 0% by weight It is preferable to further contain at least one of 0.2% by mass or less and B: more than 0% by mass and 0.01% by mass or less. Thus, the strength can be further improved when the base steel material further contains a specific amount of at least one of Ti, Nb, Zr, V, and B.

上記課題を解決するためになされた別の発明は、素地鋼材を用意する工程と、Al化合物、Cr化合物、Cu化合物及びFe化合物が溶媒に分散した被覆層形成用組成物を調製する工程と、上記被覆層形成用組成物を上記素地鋼材の表面に塗工する工程とを備え、上記化合物が、酸化物、オキシ水酸化物又はこれらの組み合わせであり、上記塗工工程において、平均厚さが8μm以上105μm以下の被覆層を形成する被覆鋼材の製造方法である。   Another invention made in order to solve the above problems includes a step of preparing a base steel material, a step of preparing a composition for forming a coating layer in which an Al compound, a Cr compound, a Cu compound, and an Fe compound are dispersed in a solvent, Coating the composition for forming a coating layer on the surface of the base steel material, and the compound is an oxide, an oxyhydroxide, or a combination thereof. In the coating step, the average thickness is This is a method for producing a coated steel material for forming a coating layer of 8 μm or more and 105 μm or less.

ここで「平均厚さ」とは、任意の十点において測定した厚さの平均値をいう。「平均粒径」とは、電界放射型透過型電子顕微鏡(FE−TEM)を用いて被覆層の断面のFe及びα−FeOOHの粒子を適当な倍率で観察し、任意の10の粒子の断面積と等面積の真円の直径の平均値を意味する。 Here, “average thickness” means an average value of thicknesses measured at arbitrary ten points. The “average particle size” means that the particles of Fe 3 O 4 and α-FeOOH in the cross section of the coating layer are observed at an appropriate magnification using a field emission transmission electron microscope (FE-TEM), and an arbitrary 10 It means the average value of the diameter of a perfect circle having the same area as the cross-sectional area of the particle.

当該被覆鋼材及びその製造方法は、優れた耐塩水性が比較的長期間維持される被覆鋼材を提供できる。   The said coated steel material and its manufacturing method can provide the coated steel material by which outstanding salt water resistance is maintained for a comparatively long period of time.

本発明の実施例で用いるテストピースの試験面を示す模式的平面図である。It is a typical top view which shows the test surface of the test piece used in the Example of this invention.

<被覆鋼材>
以下、本発明に係る被覆鋼材及びその製造方法の実施形態について説明する。当該被覆鋼材は、素地鋼材と、この素地鋼材の表面に形成される被覆層とを備える。
<Coated steel>
Hereinafter, embodiments of the coated steel material and the manufacturing method thereof according to the present invention will be described. The said covering steel material is equipped with a base steel material and the coating layer formed in the surface of this base steel material.

(素地鋼材)
素地鋼材としては、特に限定されず、従来公知の鋼材を用いることができる。素地鋼材としては、C(炭素):0.008質量%以上0.32質量%以下、Si(ケイ素):0.05質量%以上2.0質量%以下、Mn:0.08質量%以上3.0質量%以下、P(リン):0.001質量%以上0.05質量%以下、S(硫黄):0.05質量%以下、Al(アルミニウム):0.001質量%以上1.6質量%以下、N(窒素):0.001質量%以上0.015質量%以下、残部:Fe(鉄)及び不可避的不純物である組成を有するものが好ましい。当該被覆鋼材は、素地鋼材がP、Al及びNを特定量含有することで、被覆層との相乗作用により優れた耐塩水性を容易かつ確実に長時間維持できる。また、当該被覆鋼材は、素地鋼材がC、Si、Mn、S及びNを特定量含有することで、構造物の材料として要求される機械的特性や溶接のし易さも容易かつ確実に満足できる。以下、各成分について説明する。
(Base steel)
It does not specifically limit as a base steel material, A conventionally well-known steel material can be used. As the base steel material, C (carbon): 0.008 mass% to 0.32 mass%, Si (silicon): 0.05 mass% to 2.0 mass%, Mn: 0.08 mass% to 3 0.0 mass% or less, P (phosphorus): 0.001 mass% to 0.05 mass%, S (sulfur): 0.05 mass% or less, Al (aluminum): 0.001 mass% to 1.6 Those having a composition of mass% or less, N (nitrogen): 0.001 mass% or more and 0.015 mass% or less, balance: Fe (iron) and inevitable impurities are preferable. Since the base steel material contains specific amounts of P, Al, and N, the coated steel material can easily and reliably maintain excellent salt water resistance due to a synergistic action with the coating layer for a long time. In addition, since the base steel material contains a specific amount of C, Si, Mn, S, and N, the coated steel material can easily and reliably satisfy the mechanical characteristics required for the material of the structure and the ease of welding. . Hereinafter, each component will be described.

[C(炭素)]
素地鋼材におけるCは、当該被覆鋼材の強度確保のために有効な元素である。素地鋼材におけるCの含有量の下限としては、0.008質量%が好ましく、0.02質量%がより好ましく、0.03質量%がさらに好ましい。一方、Cの含有量の上限としては、0.32質量%が好ましく、0.29質量%がより好ましく、0.28質量%がさらに好ましい。Cの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Cの含有量が上記上限を超える場合、腐食環境においてカソードサイトとして作用するセメンタイトの生成量が多くなることで腐食反応が促進され、その結果、当該被覆鋼材の耐塩水性が低下するおそれや、併せて靭性も低下するおそれがある。
[C (carbon)]
C in the base steel material is an effective element for ensuring the strength of the coated steel material. As a minimum of content of C in a base steel material, 0.008 mass% is preferred, 0.02 mass% is more preferred, and 0.03% mass is still more preferred. On the other hand, the upper limit of the C content is preferably 0.32% by mass, more preferably 0.29% by mass, and still more preferably 0.28% by mass. When content of C is smaller than the said minimum, there exists a possibility that the intensity | strength of the said covering steel material may fall. Conversely, when the C content exceeds the upper limit, the amount of cementite that acts as a cathode site in the corrosive environment is increased, which accelerates the corrosion reaction, and as a result, the salt water resistance of the coated steel material may be reduced. In addition, the toughness may also decrease.

[Si(ケイ素)]
素地鋼材におけるSiは、素地鋼材の脱酸と当該被覆鋼材の強度確保とのために有効な元素である。素地鋼材におけるSiの含有量の下限としては、0.05質量%が好ましく、0.08質量%がより好ましく、0.10質量%がさらに好ましい。一方、Siの含有量の上限としては、2.0質量%が好ましく、1.95質量%がより好ましく、1.90質量%がさらに好ましい。Siの含有量が上記下限より小さい場合、上述の素地鋼材の脱酸と当該被覆鋼材の強度確保とが不十分となるおそれがある。逆に、Siの含有量が上記上限を超える場合、当該被覆鋼材の溶接が困難となるおそれがある。
[Si (silicon)]
Si in the base steel material is an effective element for deoxidizing the base steel material and ensuring the strength of the coated steel material. As a minimum of content of Si in a base steel material, 0.05 mass% is preferred, 0.08 mass% is more preferred, and 0.10 mass% is still more preferred. On the other hand, the upper limit of the Si content is preferably 2.0% by mass, more preferably 1.95% by mass, and even more preferably 1.90% by mass. When the content of Si is smaller than the lower limit, there is a risk that deoxidation of the base steel material and securing of the strength of the coated steel material are insufficient. Conversely, when the Si content exceeds the upper limit, welding of the coated steel material may be difficult.

[Mn(マンガン)]
素地鋼材におけるMnは、Siと同様に、素地鋼材の脱酸と当該被覆鋼材の強度確保とのために有効な元素である。素地鋼材におけるMnの含有量の下限としては、0.08質量%が好ましく、0.15質量%がより好ましく、0.2質量%がさらに好ましい。一方、Mnの含有量の上限としては、3.0質量%が好ましく、2.9質量%がより好ましく、2.8質量%がさらに好ましい。Mnの含有量が上記下限より小さい場合、当該被覆鋼材が構造物に要求される強度を確保できないおそれがある。逆に、Mnの含有量が上記上限を超える場合、当該被覆鋼材の靭性が低下するおそれがある。
[Mn (manganese)]
Mn in the base steel material is an effective element for deoxidizing the base steel material and ensuring the strength of the coated steel material, similarly to Si. As a minimum of content of Mn in a base steel material, 0.08 mass% is preferred, 0.15 mass% is more preferred, and 0.2 mass% is still more preferred. On the other hand, the upper limit of the Mn content is preferably 3.0% by mass, more preferably 2.9% by mass, and even more preferably 2.8% by mass. When the Mn content is smaller than the lower limit, the coated steel material may not be able to secure the strength required for the structure. Conversely, if the Mn content exceeds the above upper limit, the toughness of the coated steel material may be reduced.

[P(リン)]
素地鋼材におけるPは、上記被覆層の保護性を高め、当該被覆鋼材の耐塩水性をより向上するために有効な元素である。素地鋼材におけるPの含有量の下限としては、0.001質量%が好ましく、0.004質量%がより好ましく、0.008質量%がさらに好ましく、0.017質量%が特に好ましい。一方、Pの含有量の上限としては、0.05質量%が好ましく、0.045質量%がより好ましく、0.04質量%がさらに好ましい。Pの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Pの含有量が上記上限を超える場合、当該被覆鋼材の靭性が低下するおそれや溶接が困難となるおそれがある。
[P (phosphorus)]
P in the base steel material is an element effective for enhancing the protection of the coating layer and further improving the salt water resistance of the coating steel material. As a minimum of content of P in a base steel material, 0.001 mass% is preferred, 0.004 mass% is more preferred, 0.008 mass% is still more preferred, and 0.017 mass% is especially preferred. On the other hand, the upper limit of the P content is preferably 0.05% by mass, more preferably 0.045% by mass, and still more preferably 0.04% by mass. When content of P is smaller than the said minimum, there exists a possibility that the salt-water resistance of the said coated steel materials may fall. Conversely, if the P content exceeds the above upper limit, the toughness of the coated steel material may be reduced or welding may be difficult.

[S(硫黄)]
素地鋼材におけるSは、当該被覆鋼材の靭性を低下させ、また溶接を困難にする元素である。そのため、素地鋼材におけるSの含有量は、少ないほど好ましいが、工業的にSの含有量を0質量%にすることは困難である。そのため、素地鋼材におけるSの含有量の上限としては、0.05質量%が好ましく、0.045質量%がより好ましく、0.04質量%がさらに好ましい。一方、Sの含有量の下限としては、特に限定されないが、例えば0.0001質量%である。
[S (sulfur)]
S in the base steel material is an element that lowers the toughness of the coated steel material and makes welding difficult. Therefore, although the content of S in the base steel material is preferably as small as possible, it is difficult to make the S content 0 mass% industrially. Therefore, the upper limit of the S content in the base steel material is preferably 0.05% by mass, more preferably 0.045% by mass, and still more preferably 0.04% by mass. On the other hand, the lower limit of the S content is not particularly limited, but is, for example, 0.0001% by mass.

[Al(アルミニウム)]
素地鋼材におけるAlは、海水腐食環境において安定な酸化物を形成し、当該被覆鋼材の耐塩水性をより向上するために有効な元素である。また、Alは、上述のSi及びMnと同様に、素地鋼材の脱酸と当該被覆鋼材の強度確保とのために有効な元素でもある。素地鋼材におけるAlの含有量の下限としては、0.001質量%が好ましく、0.008質量%がより好ましく、0.010質量%がさらに好ましい。一方、Alの含有量の上限としては、1.6質量%が好ましく、1.45質量%がより好ましく、1.4質量%がさらに好ましい。Alの含有量が上記下限より小さい場合、上述した当該被覆鋼材の耐塩水性の向上及び強度確保と、素地鋼材の脱酸との効果が十分に得られないおそれがある。逆に、Alの含有量が上記上限を超える場合、当該被覆鋼材の溶接が困難となるおそれがある。
[Al (aluminum)]
Al in the base steel material is an element effective for forming a stable oxide in a seawater corrosive environment and further improving the salt water resistance of the coated steel material. Moreover, Al is also an effective element for deoxidizing the base steel material and ensuring the strength of the coated steel material, similarly to the above-described Si and Mn. As a minimum of content of Al in a base steel material, 0.001 mass% is preferred, 0.008 mass% is more preferred, and 0.010 mass% is still more preferred. On the other hand, the upper limit of the Al content is preferably 1.6% by mass, more preferably 1.45% by mass, and still more preferably 1.4% by mass. If the Al content is smaller than the lower limit, the effects of improving the salt water resistance and securing the strength of the coated steel material and deoxidizing the base steel material may not be sufficiently obtained. Conversely, if the Al content exceeds the upper limit, welding of the coated steel material may be difficult.

[N(窒素)]
素地鋼材におけるNは、素地鋼材中に窒化物の微細分散粒子を形成することで当該被覆鋼材の耐塩水性及び強度を向上するのに有効な元素である。素地鋼材におけるNの含有量の下限としては、0.001質量%が好ましく、0.0015質量%がより好ましく、0.002質量%がさらに好ましい。一方、Nの含有量の上限としては、0.015質量%が好ましく、0.014質量%がより好ましく、0.013質量%がさらに好ましい。Nの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性及び強度が低下するおそれがある。逆に、Nの含有量が上記上限を超える場合、当該被覆鋼材の靭性が低下するおそれや、溶接が困難となるおそれがある。
[N (nitrogen)]
N in the base steel material is an element effective for improving the salt water resistance and strength of the coated steel material by forming finely dispersed particles of nitride in the base steel material. As a minimum of content of N in a base steel material, 0.001 mass% is preferred, 0.0015 mass% is more preferred, and 0.002 mass% is still more preferred. On the other hand, the upper limit of the N content is preferably 0.015% by mass, more preferably 0.014% by mass, and still more preferably 0.013% by mass. When content of N is smaller than the said minimum, there exists a possibility that the salt-water resistance and intensity | strength of the said coating steel material may fall. Conversely, if the N content exceeds the above upper limit, the toughness of the coated steel material may be reduced, or welding may be difficult.

[残部]
素地鋼材の組成のうち、上述した成分以外の残部は、Fe(鉄)及び不可避的不純物であるとよい。この不可避的不純物としては、例えばO(酸素)、H(水素)等が挙げられる。素地鋼材における不可避的不純物の合計含有量は、当該被覆鋼材の諸特性を損なわない限り、特に限定されない。具体的な素地鋼材における不可避的不純物の合計含有量の上限としては、0.1質量%が好ましく、0.09質量%がより好ましく、0.05質量%がさらに好ましく、0.01質量%が特に好ましい。不可避的不純物の合計含有量を上記範囲とすることで、当該被覆鋼材の耐塩水性をより向上できる。
[Remainder]
Of the composition of the base steel material, the balance other than the components described above may be Fe (iron) and inevitable impurities. Examples of such inevitable impurities include O (oxygen) and H (hydrogen). The total content of inevitable impurities in the base steel material is not particularly limited as long as the various characteristics of the coated steel material are not impaired. As an upper limit of the total content of inevitable impurities in a specific base steel material, 0.1% by mass is preferable, 0.09% by mass is more preferable, 0.05% by mass is further preferable, and 0.01% by mass is preferable. Particularly preferred. By making the total content of inevitable impurities in the above range, the salt water resistance of the coated steel material can be further improved.

素地鋼材は、以下に示す元素をさらに含有することがより好ましい。以下、各元素について説明する。   It is more preferable that the base steel material further contains the following elements. Hereinafter, each element will be described.

[Cu(銅)]
素地鋼材におけるCuは、被覆層の緻密さを向上することで当該被覆鋼材の耐塩水性を向上するのに有効な元素である。素地鋼材におけるCuの含有量の下限としては、0.08質量%が好ましく、0.12質量%がより好ましく、0.15質量%がさらに好ましい。一方、Cuの含有量の上限としては、2.2質量%が好ましく、1.95質量%がより好ましく、1.90質量%がさらに好ましい。Cuの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Cuの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。
[Cu (copper)]
Cu in the base steel material is an element effective for improving the salt water resistance of the coating steel material by improving the denseness of the coating layer. As a minimum of content of Cu in a base steel material, 0.08 mass% is preferred, 0.12 mass% is more preferred, and 0.15 mass% is still more preferred. On the other hand, the upper limit of the Cu content is preferably 2.2% by mass, more preferably 1.95% by mass, and even more preferably 1.90% by mass. When content of Cu is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel material may fall. On the other hand, when the Cu content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

[Cr(クロム)]
素地鋼材におけるCrは、Cuと同様に、被覆層をより緻密にすることで当該被覆鋼材の耐塩水性を向上するのに有効な元素である。素地鋼材におけるCrの含有量の下限としては、0.08質量%が好ましく、0.12質量%がより好ましく、0.15質量%がさらに好ましい。一方、Crの含有量の上限としては、3.0質量%が好ましく、2.9質量%がより好ましく、2.8質量%がさらに好ましい。Crの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Crの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。
[Cr (chrome)]
Similar to Cu, Cr in the base steel material is an element effective for improving the salt water resistance of the coated steel material by making the coating layer denser. As a minimum of content of Cr in a base steel material, 0.08 mass% is preferred, 0.12 mass% is more preferred, and 0.15 mass% is still more preferred. On the other hand, the upper limit of the Cr content is preferably 3.0% by mass, more preferably 2.9% by mass, and even more preferably 2.8% by mass. When content of Cr is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel materials may fall. On the other hand, when the Cr content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

[Mo(モリブデン)及びW(タングステン)]
素地鋼材におけるMo及びWは、それぞれフェライトに固溶することで溶解反応の活性度を低下させる作用を有する元素である。そのため、素地鋼材がMo及び/又はWを含有することで、当該被覆鋼材の耐塩水性がより向上する。また、素地鋼材がMo及び/又はWを適量含有することで、当該被覆鋼材の強度も向上する。
[Mo (molybdenum) and W (tungsten)]
Mo and W in the base steel material are elements having an action of lowering the activity of the dissolution reaction by dissolving in ferrite. Therefore, when the base steel material contains Mo and / or W, the salt water resistance of the coated steel material is further improved. Moreover, when the base steel material contains an appropriate amount of Mo and / or W, the strength of the coated steel material is also improved.

素地鋼材におけるMoの含有量の下限としては、0.008質量%が好ましく、0.02質量%がより好ましく、0.03質量%がさらに好ましい。一方、Moの含有量の上限としては、2.2質量%が好ましく、1.9質量%がより好ましく、1.8質量%がさらに好ましい。Moの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性や強度が低下するおそれがある。逆に、Moの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Mo in a base steel material, 0.008 mass% is preferred, 0.02 mass% is more preferred, and 0.03 mass% is still more preferred. On the other hand, the upper limit of the Mo content is preferably 2.2% by mass, more preferably 1.9% by mass, and still more preferably 1.8% by mass. When the Mo content is smaller than the lower limit, the salt water resistance and strength of the coated steel material may be reduced. Conversely, if the Mo content exceeds the upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材におけるWの含有量の下限としては、0.008質量%が好ましく、0.02質量%がより好ましく、0.03質量%がさらに好ましい。一方、Wの含有量の上限としては、2.2質量%が好ましく、1.9質量%がより好ましく、1.8質量%がさらに好ましい。Wの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性や強度が低下するおそれがある。逆に、Wの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of W in a base steel material, 0.008 mass% is preferred, 0.02 mass% is more preferred, and 0.03% mass is still more preferred. On the other hand, the upper limit of the W content is preferably 2.2% by mass, more preferably 1.9% by mass, and even more preferably 1.8% by mass. When content of W is smaller than the said minimum, there exists a possibility that the salt-water resistance and intensity | strength of the said coating steel material may fall. Conversely, when the W content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

[Ni(ニッケル)及びCo(コバルト)]
素地鋼材は、Ni及びCoのうち少なくとも1種をさらに含有することが好ましい。素地鋼材におけるNi及びCoは、それぞれ当該被覆鋼材の耐塩水性及び強度をより向上する元素である。
[Ni (nickel) and Co (cobalt)]
The base steel material preferably further contains at least one of Ni and Co. Ni and Co in the base steel material are elements that further improve the salt water resistance and strength of the coated steel material, respectively.

素地鋼材におけるNiの含有量の下限としては、0.008質量%が好ましく、0.02質量%がより好ましく、0.03質量%がさらに好ましく、0.08質量%が特に好ましい。一方、Niの含有量の上限としては、5.2質量%が好ましく、4.9質量%がより好ましく、4.8質量%がさらに好ましく、1質量%が特に好ましい。Niの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性や強度が低下するおそれがある。逆に、Niの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Ni in a base steel material, 0.008 mass% is preferred, 0.02 mass% is more preferred, 0.03 mass% is still more preferred, and 0.08 mass% is especially preferred. On the other hand, the upper limit of the Ni content is preferably 5.2% by mass, more preferably 4.9% by mass, still more preferably 4.8% by mass, and particularly preferably 1% by mass. If the Ni content is less than the lower limit, the salt water resistance and strength of the coated steel material may be reduced. Conversely, when the Ni content exceeds the upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材におけるCoの含有量の下限としては、0.008質量%が好ましく、0.02質量%がより好ましく、0.03質量%がさらに好ましく、0.04質量%が特に好ましい。一方、Coの含有量の上限としては、5.0質量%が好ましく、4.9質量%がより好ましく、4.8質量%がさらに好ましく、1質量%が特に好ましい。Coの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性や強度が低下するおそれがある。逆に、Coの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Co in a base steel material, 0.008 mass% is preferred, 0.02 mass% is more preferred, 0.03 mass% is still more preferred, and 0.04 mass% is especially preferred. On the other hand, the upper limit of the Co content is preferably 5.0% by mass, more preferably 4.9% by mass, still more preferably 4.8% by mass, and particularly preferably 1% by mass. If the Co content is less than the lower limit, the salt water resistance and strength of the coated steel material may be reduced. Conversely, when the Co content exceeds the upper limit, welding and hot working of the coated steel material may be difficult.

[Mg(マグネシウム)、Ca(カルシウム)及び希土類金属(REM)]
素地鋼材は、Mg、Ca及び希土類金属のうち少なくとも1種をさらに含有することが好ましい。素地鋼材におけるMg、Ca及び希土類金属は、それぞれ自身が腐食溶解して水素イオンと反応することで素地鋼材の表面近傍のpH低下を抑制し、その結果、当該被覆鋼材の耐塩水性をより向上する元素である。
[Mg (magnesium), Ca (calcium) and rare earth metals (REM)]
The base steel material preferably further contains at least one of Mg, Ca and rare earth metals. Mg, Ca, and rare earth metal in the base steel material each suppresses a decrease in pH near the surface of the base steel material by reacting and dissolving with hydrogen ions, thereby further improving the salt water resistance of the coated steel material. It is an element.

素地鋼材におけるMgの含有量の下限としては、0.0004質量%が好ましく、0.006質量%がより好ましく、0.0007質量%がさらに好ましく、0.0009質量%が特に好ましい。一方、Mgの含有量の上限としては、0.01質量%が好ましく、0.0095質量%がより好ましく、0.009質量%がさらに好ましく、0.003質量%が特に好ましい。Mgの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Mgの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Mg in a base steel material, 0.0004 mass% is preferred, 0.006 mass% is more preferred, 0.0007 mass% is still more preferred, and 0.0009 mass% is especially preferred. On the other hand, the upper limit of the Mg content is preferably 0.01% by mass, more preferably 0.0095% by mass, still more preferably 0.009% by mass, and particularly preferably 0.003% by mass. If the Mg content is smaller than the lower limit, the salt water resistance of the coated steel material may be reduced. Conversely, when the Mg content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材におけるCaの含有量の下限としては、0.0004質量%が好ましく、0.0006質量%がより好ましく、0.0007質量%がさらに好ましく、0.0013質量%が特に好ましい。一方、Caの含有量の上限としては、0.01質量%が好ましく、0.0095質量%がより好ましく、0.009質量%がさらに好ましく、0.004質量%が特に好ましい。Caの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Caの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Ca in a base steel material, 0.0004 mass% is preferred, 0.0006 mass% is more preferred, 0.0007 mass% is still more preferred, and 0.0013 mass% is especially preferred. On the other hand, the upper limit of the Ca content is preferably 0.01% by mass, more preferably 0.0095% by mass, still more preferably 0.009% by mass, and particularly preferably 0.004% by mass. If the Ca content is smaller than the lower limit, the salt water resistance of the coated steel material may be reduced. Conversely, when the Ca content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材における希土類金属の含有量の下限としては、0.0004質量%が好ましく、0.0006質量%がより好ましく、0.0007質量%がさらに好ましく、0.001質量%が特に好ましい。一方、希土類金属の含有量の上限としては、0.01質量%が好ましく、0.0095質量%がより好ましく、0.009質量%がさらに好ましく、0.003質量%が特に好ましい。希土類金属の含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、希土類金属の含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   The lower limit of the rare earth metal content in the base steel material is preferably 0.0004% by mass, more preferably 0.0006% by mass, further preferably 0.0007% by mass, and particularly preferably 0.001% by mass. On the other hand, the upper limit of the rare earth metal content is preferably 0.01% by mass, more preferably 0.0095% by mass, still more preferably 0.009% by mass, and particularly preferably 0.003% by mass. When the rare earth metal content is smaller than the lower limit, the salt water resistance of the coated steel material may be lowered. Conversely, when the rare earth metal content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

[Sn(スズ)、Sb(アンチモン)及びSe(セレン)]
素地鋼材は、Sn、Sb及びSeのうち少なくとも1種をさらに含有することが好ましい。素地鋼材におけるSn、Sb及びSeは、それぞれ当該被覆鋼材の耐塩水性をより向上する元素である。
[Sn (tin), Sb (antimony) and Se (selenium)]
The base steel material preferably further contains at least one of Sn, Sb and Se. Sn, Sb, and Se in the base steel material are elements that further improve the salt water resistance of the coated steel material.

素地鋼材におけるSnの含有量の下限としては、0.0008質量%が好ましく、0.002質量%がより好ましく、0.003質量%がさらに好ましく、0.008質量%が特に好ましい。一方、Snの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.1質量%が特に好ましい。Snの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Snの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Sn in a base steel material, 0.0008 mass% is preferred, 0.002 mass% is more preferred, 0.003 mass% is still more preferred, and 0.008 mass% is especially preferred. On the other hand, the upper limit of the Sn content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.1% by mass. When content of Sn is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel materials may fall. Conversely, when the Sn content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材におけるSbの含有量の下限としては、0.0008質量%が好ましく、0.002質量%がより好ましく、0.003質量%がさらに好ましく、0.008質量%が特に好ましい。一方、Sbの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Sbの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Sbの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Sb in a base steel material, 0.0008 mass% is preferred, 0.002 mass% is more preferred, 0.003 mass% is still more preferred, and 0.008 mass% is especially preferred. On the other hand, the upper limit of the Sb content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. When content of Sb is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel materials may fall. Conversely, when the Sb content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

素地鋼材におけるSeの含有量の下限としては、0.0008質量%が好ましく、0.002質量%がより好ましく、0.003質量%がさらに好ましく、0.008質量%が特に好ましい。一方、Seの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Seの含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Seの含有量が上記上限を超える場合、当該被覆鋼材の溶接や熱間加工が困難となるおそれがある。   As a minimum of content of Se in a base steel material, 0.0008 mass% is preferred, 0.002 mass% is more preferred, 0.003 mass% is still more preferred, and 0.008 mass% is especially preferred. On the other hand, the upper limit of the Se content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. If the Se content is less than the lower limit, the salt water resistance of the coated steel material may be reduced. Conversely, when the Se content exceeds the above upper limit, welding and hot working of the coated steel material may be difficult.

[Ti(チタン)、Nb(ニオブ)、Zr(ジルコニウム)、V(バナジウム)及びB(ホウ素)]
素地鋼材は、Ti、Nb、Zr、V及びBのうち少なくとも1種をさらに含有することが好ましい。素地鋼材におけるTi、Nb、Zr、V及びBは、それぞれ当該被覆鋼材の強度をより向上する元素である。
[Ti (titanium), Nb (niobium), Zr (zirconium), V (vanadium) and B (boron)]
The base steel material preferably further contains at least one of Ti, Nb, Zr, V and B. Ti, Nb, Zr, V, and B in the base steel material are elements that further improve the strength of the coated steel material.

素地鋼材におけるTiの含有量としては、0質量%超が好ましい。Tiの含有量の下限としては、0.001質量%がより好ましく、0.008質量%がさらに好ましい。一方、Tiの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Tiの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Tiの含有量が上記上限を超える場合、素地鋼材の靭性が低下するおそれや、当該被覆鋼材の溶接が困難となるおそれがある。   As content of Ti in a base steel material, more than 0 mass% is preferable. As a minimum of content of Ti, 0.001 mass% is more preferable, and 0.008 mass% is further more preferable. On the other hand, the upper limit of the Ti content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. When the Ti content is smaller than the lower limit, the strength of the coated steel material may be reduced. On the other hand, when the Ti content exceeds the above upper limit, the toughness of the base steel material may be reduced, and welding of the coated steel material may be difficult.

素地鋼材におけるNbの含有量としては、0質量%超が好ましい。Nbの含有量の下限としては、0.001質量%がより好ましく、0.008質量%がさらに好ましい。一方、Nbの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Nbの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Nbの含有量が上記上限を超える場合、素地鋼材の靭性が低下するおそれや、当該被覆鋼材の溶接が困難となるおそれがある。   The Nb content in the base steel material is preferably more than 0% by mass. As a minimum of content of Nb, 0.001 mass% is more preferred, and 0.008 mass% is still more preferred. On the other hand, the upper limit of the Nb content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. When content of Nb is smaller than the said minimum, there exists a possibility that the intensity | strength of the said covering steel material may fall. On the other hand, when the Nb content exceeds the above upper limit, the toughness of the base steel material may be reduced, and welding of the coated steel material may be difficult.

素地鋼材におけるZrの含有量としては、0質量%超が好ましい。Zrの含有量の下限としては、0.001質量%がより好ましく、0.06質量%がさらに好ましい。一方、Zrの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Zrの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Zrの含有量が上記上限を超える場合、素地鋼材の靭性が低下するおそれや、当該被覆鋼材の溶接が困難となるおそれがある。   The Zr content in the base steel material is preferably more than 0% by mass. As a minimum of the content of Zr, 0.001 mass% is more preferred, and 0.06 mass% is still more preferred. On the other hand, the upper limit of the Zr content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. When content of Zr is smaller than the said minimum, there exists a possibility that the intensity | strength of the said covering steel material may fall. On the other hand, when the Zr content exceeds the above upper limit, the toughness of the base steel material may be reduced, and it may be difficult to weld the coated steel material.

素地鋼材におけるVの含有量としては、0質量%超が好ましい。Vの含有量の下限としては、0.001質量%がより好ましく、0.02質量%がさらに好ましい。一方、Vの含有量の上限としては、0.2質量%が好ましく、0.19質量%がより好ましく、0.18質量%がさらに好ましく、0.10質量%が特に好ましい。Vの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Vの含有量が上記上限を超える場合、素地鋼材の靭性が低下するおそれや、当該被覆鋼材の溶接が困難となるおそれがある。   As content of V in a base steel material, more than 0 mass% is preferable. As a minimum of content of V, 0.001 mass% is more preferable, and 0.02 mass% is further more preferable. On the other hand, the upper limit of the V content is preferably 0.2% by mass, more preferably 0.19% by mass, further preferably 0.18% by mass, and particularly preferably 0.10% by mass. When content of V is smaller than the said minimum, there exists a possibility that the intensity | strength of the said covering steel material may fall. On the other hand, when the V content exceeds the above upper limit, the toughness of the base steel material may be lowered, and welding of the coated steel material may be difficult.

素地鋼材におけるBの含有量としては、0質量%超が好ましい。Bの含有量の下限としては、0.0001質量%がより好ましく、0.00015質量%がさらに好ましい。一方、Bの含有量の上限としては、0.01質量%が好ましく、0.0095質量%がより好ましく、0.009質量%がさらに好ましく、0.001質量%が特に好ましい。Bの含有量が上記下限より小さい場合、当該被覆鋼材の強度が低下するおそれがある。逆に、Bの含有量が上記上限を超える場合、素地鋼材の靭性が低下するおそれや、当該被覆鋼材の溶接が困難となるおそれがある。   As content of B in a base steel material, more than 0 mass% is preferable. As a minimum of content of B, 0.0001 mass% is more preferable, and 0.00015 mass% is further more preferable. On the other hand, the upper limit of the B content is preferably 0.01% by mass, more preferably 0.0095% by mass, still more preferably 0.009% by mass, and particularly preferably 0.001% by mass. When content of B is smaller than the said minimum, there exists a possibility that the intensity | strength of the said covering steel materials may fall. On the other hand, when the B content exceeds the above upper limit, the toughness of the base steel material may be reduced, and it may be difficult to weld the coated steel material.

特に、素地鋼材は、C:0.008質量%以上0.32質量%以下、Si:0.05質量%以上2.0質量%以下、Mn:0.08質量%以上3.0質量%以下、P:0.004質量%以上0.05質量%以下、S:0.05質量%以下、Al:0.008質量%以上1.6質量%以下、Cu:0.08質量%以上2.2質量%以下、Cr:0.08質量%以上3.0質量%以下、N:0.001質量%以上0.015質量%以下、残部:Fe及び不可避的不純物である組成を有し、Mo:0.008質量%以上2.2質量%以下、及びW:0.008質量%以上2.2質量%以下のうち少なくとも1種を含有するとことが好ましい。また、素地鋼材は、上述の元素に加え、Ni、Co、Mg、Ca、希土類金属、Sn、Sb、Ti、Nb、Zr、V、B、Se、又はこれらの組み合わせをさらに含有することがより好ましい。素地鋼材は、上述のNi等として、Ni及びCoのうち少なくとも1種を含有し、かつSn、Sb及びSeのうち少なくとも1種を含有することが特に好ましい。また、素地鋼材は、上述のNi等として、Mg、Ca及び希土類金属のうち少なくとも1種を含有し、かつSn、Sb及びSeのうち少なくとも1種を含有することも特に好ましい。   In particular, the base steel material is C: 0.008% by mass to 0.32% by mass, Si: 0.05% by mass to 2.0% by mass, Mn: 0.08% by mass to 3.0% by mass. P: 0.004 mass% or more and 0.05 mass% or less, S: 0.05 mass% or less, Al: 0.008 mass% or more and 1.6 mass% or less, Cu: 0.08 mass% or more. 2% by mass or less, Cr: 0.08% by mass or more and 3.0% by mass or less, N: 0.001% by mass or more and 0.015% by mass or less, balance: Fe and inevitable impurities, Mo : It is preferable to contain at least one of 0.008% by mass to 2.2% by mass and W: 0.008% by mass to 2.2% by mass. Further, the base steel material may further contain Ni, Co, Mg, Ca, rare earth metal, Sn, Sb, Ti, Nb, Zr, V, B, Se, or a combination thereof in addition to the above-described elements. preferable. It is particularly preferable that the base steel material contains at least one of Ni and Co as Ni described above and at least one of Sn, Sb and Se. Moreover, it is also especially preferable that a base steel material contains at least 1 sort (s) among Mg, Ca, and a rare earth metal as said Ni etc., and contains at least 1 sort (s) among Sn, Sb, and Se.

(被覆層)
被覆層は、Al化合物、Cr化合物、Cu化合物及びFe化合物を含有し、上記化合物が、酸化物、オキシ水酸化物又はこれらの組み合わせである。つまり、被覆層は、Al酸化物及び/又はAlオキシ水酸化物と、Cr酸化物及び/又はCrオキシ水酸化物と、Cu酸化物及び/又はCuオキシ水酸化物と、Fe酸化物及び/又はFeオキシ水酸化物とを含有する。
(Coating layer)
The coating layer contains an Al compound, a Cr compound, a Cu compound, and an Fe compound, and the compound is an oxide, an oxyhydroxide, or a combination thereof. That is, the coating layer is made of Al oxide and / or Al oxyhydroxide, Cr oxide and / or Cr oxyhydroxide, Cu oxide and / or Cu oxyhydroxide, Fe oxide and / or Or it contains Fe oxyhydroxide.

被覆層の平均厚さの下限としては、8μmであり、14μmが好ましく、21.5μmがより好ましい。一方、被覆層の平均厚さの上限としては、105μmであり、80μmが好ましく、60μmがより好ましい。被覆層の平均厚さが上記下限より小さい場合、腐食性物質の素地鋼材への侵入を十分に抑制できず、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、被覆層の平均厚さが上記上限を超える場合、使用時の温度変化に起因して被覆層にクラックが形成され易くなり、上記クラックで表面に露出した素地鋼材の局所的腐食が進行するおそれがある。   The lower limit of the average thickness of the coating layer is 8 μm, preferably 14 μm, and more preferably 21.5 μm. On the other hand, the upper limit of the average thickness of the coating layer is 105 μm, preferably 80 μm, and more preferably 60 μm. When the average thickness of the coating layer is smaller than the above lower limit, the penetration of the corrosive substance into the base steel material cannot be sufficiently suppressed, and the salt water resistance of the coating steel material may be lowered. Conversely, when the average thickness of the coating layer exceeds the above upper limit, cracks are likely to be formed in the coating layer due to temperature changes during use, and local corrosion of the base steel material exposed on the surface due to the cracks proceeds. There is a risk.

[Al化合物]
被覆層が含有するAl化合物は、腐食性の塩化物を固定して無害化することで素地鋼材への侵入を抑制し、その結果、当該被覆鋼材の耐塩水性を向上する。被覆層が含有するAl化合物のうち、Alオキシ水酸化物としてはAlOOH等が挙げられ、Al酸化物としてはAl等が挙げられる。
[Al compound]
The Al compound contained in the coating layer suppresses intrusion into the base steel material by fixing the corrosive chloride and rendering it harmless, and as a result, improves the salt water resistance of the coated steel material. Among the Al compounds contained in the coating layer, examples of the Al oxyhydroxide include AlOOH, and examples of the Al oxide include Al 2 O 3 .

被覆層におけるAl化合物の含有量の下限としては、0.08質量%が好ましく、0.4質量%がより好ましく、0.8質量%がさらに好ましい。一方、Al化合物の含有量の上限としては、10.5質量%が好ましく、6.0質量%がより好ましく、2.5質量%がさらに好ましく、1.2質量%が特に好ましい。Al化合物の含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Al化合物の含有量が上記上限を超える場合、使用時の温度変化に起因して被覆層にクラックが形成され易くなり、その結果、素地鋼材の局所的腐食が生じるおそれがある。   As a minimum of content of Al compound in a coating layer, 0.08 mass% is preferred, 0.4 mass% is more preferred, and 0.8 mass% is still more preferred. On the other hand, the upper limit of the content of the Al compound is preferably 10.5% by mass, more preferably 6.0% by mass, further preferably 2.5% by mass, and particularly preferably 1.2% by mass. When content of Al compound is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel materials may fall. Conversely, when the content of the Al compound exceeds the above upper limit, cracks are likely to be formed in the coating layer due to temperature changes during use, and as a result, local corrosion of the base steel material may occur.

[Cr化合物]
被覆層が含有するCr化合物は、腐食性の硫酸塩を固定して無害化することで素地鋼材への侵入を抑制し、その結果、当該被覆鋼材の耐塩水性を向上する。被覆層が含有するCr化合物のうち、Crオキシ水酸化物としてはCrOOH等が挙げられ、Cr酸化物としてはCrO、CrO、Cr2O等が挙げられる。Cr化合物としては、Cr酸化物が好ましく、Crがより好ましい。
[Cr compound]
The Cr compound contained in the coating layer suppresses intrusion into the base steel material by fixing the corrosive sulfate and rendering it harmless, and as a result, improves the salt water resistance of the coated steel material. Among the Cr compounds contained in the coating layer, examples of the Cr oxyhydroxide include CrOOH, and examples of the Cr oxide include CrO 2 , CrO 3 , and Cr 2 O 3 . As the Cr compound, Cr oxide is preferable, and Cr 2 O 3 is more preferable.

被覆層がCr酸化物を含有する場合、被覆層におけるCr酸化物の含有量の下限としては、0.08質量%が好ましく、0.4質量%がより好ましく、0.8質量%がさらに好ましい。一方、Cr酸化物の含有量の上限としては、10.5質量%が好ましく、3.5質量%がより好ましく、1.2質量%がさらに好ましい。Cr酸化物の含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Cr酸化物の含有量が上記上限を超える場合、使用時の温度変化に起因して被覆層にクラックが形成され、局所的な腐食が進行するおそれがある。   When the coating layer contains a Cr oxide, the lower limit of the Cr oxide content in the coating layer is preferably 0.08% by mass, more preferably 0.4% by mass, and even more preferably 0.8% by mass. . On the other hand, the upper limit of the Cr oxide content is preferably 10.5% by mass, more preferably 3.5% by mass, and even more preferably 1.2% by mass. When content of Cr oxide is smaller than the said minimum, there exists a possibility that the salt water resistance of the said coated steel materials may fall. Conversely, when the Cr oxide content exceeds the above upper limit, cracks are formed in the coating layer due to temperature changes during use, and local corrosion may proceed.

[Cu化合物]
被覆層が含有するCu化合物は、被覆層を緻密にすることで腐食性物質の素地鋼材への侵入を抑制し、その結果、当該被覆鋼材の耐塩水性を向上する。被覆層が含有するCu化合物のうち、Cu酸化物としてはCuO、CuO等が挙げられる。
[Cu compound]
The Cu compound contained in the coating layer suppresses the intrusion of the corrosive substance into the base steel material by densifying the coating layer, and as a result, improves the salt water resistance of the coated steel material. Among Cu compounds contained in the coating layer, examples of the Cu oxide include CuO and Cu 2 O.

被覆層がCu酸化物を含有する場合、被覆層におけるCu酸化物の含有量の下限としては、0.08質量%が好ましく、0.4質量%がより好ましく、0.8質量%がさらに好ましい。一方、Cu酸化物の含有量の上限としては、10.5質量%が好ましく、3.5質量%がより好ましく、1.2質量%がさらに好ましい。Cu酸化物の含有量が上記下限より小さい場合、当該被覆鋼材の耐塩水性が低下するおそれがある。逆に、Cu酸化物の含有量が上記上限を超える場合、使用時の温度変化に起因して被覆層にクラックが形成され易くなり、その結果、素地鋼材の局所的腐食が生じるおそれがある。   When a coating layer contains Cu oxide, as a minimum of content of Cu oxide in a coating layer, 0.08 mass% is preferred, 0.4 mass% is more preferred, and 0.8 mass% is still more preferred. . On the other hand, the upper limit of the Cu oxide content is preferably 10.5% by mass, more preferably 3.5% by mass, and even more preferably 1.2% by mass. When content of Cu oxide is smaller than the said minimum, there exists a possibility that the salt water resistance of the said covering steel material may fall. Conversely, when the content of Cu oxide exceeds the above upper limit, cracks are likely to be formed in the coating layer due to temperature changes during use, and as a result, local corrosion of the base steel material may occur.

[Fe化合物]
被覆層が含有するFe化合物は、被覆層及び素地鋼材の密着性を向上する。被覆層が含有するFe化合物のうち、Feオキシ水酸化物としてはα−FeOOH、β−FeOOH、γ−FeOOH等が挙げられ、Fe酸化物としてはFe、Fe等が挙げられる。Fe化合物としては、これらの中でFe及びα−FeOOHが好ましく、Fe及びα−FeOOHの組み合わせがより好ましい。
[Fe compound]
The Fe compound contained in the coating layer improves the adhesion between the coating layer and the base steel material. Among the Fe compounds contained in the coating layer, examples of the Fe oxyhydroxide include α-FeOOH, β-FeOOH, and γ-FeOOH, and examples of the Fe oxide include Fe 2 O 3 and Fe 3 O 4. It is done. Among these, Fe 3 O 4 and α-FeOOH are preferable as the Fe compound, and a combination of Fe 3 O 4 and α-FeOOH is more preferable.

被覆層がα−FeOOH及び/又はFeを含有する場合、被覆層におけるFe及びα−FeOOHの合計含有量の下限としては、29.5質量%が好ましく、35質量%が好ましく、40質量%がより好ましい。一方、上記合計含有量の上限としては、特に限定されないが、例えば99.5質量%であり、97.5質量%が好ましく、95.5質量%がさらに好ましい。上記合計含有量が上記下限より小さい場合、被覆層及び素地鋼材の密着性が低下し、当該被覆鋼材の耐塩水性が長期間維持されないおそれがある。逆に、上記合計含有量が上記上限を超える場合、被覆層におけるAl化合物、Cr化合物及びCu化合物の含有量が不十分となり、その結果、当該被覆鋼材の耐塩水性が低下するおそれがある。 When the coating layer contains α-FeOOH and / or Fe 3 O 4 , the lower limit of the total content of Fe 3 O 4 and α-FeOOH in the coating layer is preferably 29.5% by mass, and 35% by mass Preferably, 40 mass% is more preferable. On the other hand, the upper limit of the total content is not particularly limited, but is, for example, 99.5% by mass, preferably 97.5% by mass, and more preferably 95.5% by mass. When the said total content is smaller than the said minimum, the adhesiveness of a coating layer and a base steel material falls, and there exists a possibility that the salt water resistance of the said coating steel material may not be maintained for a long period of time. Conversely, when the total content exceeds the upper limit, the content of the Al compound, Cr compound and Cu compound in the coating layer becomes insufficient, and as a result, the salt water resistance of the coated steel material may be reduced.

被覆層がα−FeOOHを含有する場合、被覆層におけるα−FeOOHの含有量の下限としては、8質量%が好ましく、28質量%がより好ましい。一方、α−FeOOHの含有量の上限としては、90質量%が好ましく、65質量%がより好ましく、55質量%がさらに好ましい。また、被覆層がFeを含有する場合、被覆層におけるFeの含有量の下限としては、10質量%が好ましく、28質量%がより好ましく、38質量%がさらに好ましい。一方、Feの含有量の上限としては、95質量%が好ましく、75質量%がより好ましく、52質量%がさらに好ましい。Fe及びα−FeOOHの含有量がいずれも上記下限より小さい場合、被覆層及び素地鋼材の密着性が低下し、当該被覆鋼材の耐塩水性が長期間維持されないおそれがある。逆に、Fe及びα−FeOOHの少なくとも一方の含有量が上記上限を超える場合、被覆層におけるAl化合物、Cr化合物及びCu化合物の含有量が不十分となり、その結果、当該被覆鋼材の耐塩水性が低下するおそれがある。 When the coating layer contains α-FeOOH, the lower limit of the α-FeOOH content in the coating layer is preferably 8% by mass, and more preferably 28% by mass. On the other hand, the upper limit of the content of α-FeOOH is preferably 90% by mass, more preferably 65% by mass, and still more preferably 55% by mass. Also, if the coating layer contains a Fe 3 O 4, the lower limit of the content of Fe 3 O 4 in the coating layer is preferably 10% by mass, more preferably 28% by mass, more preferably 38% by mass. On the other hand, the upper limit of the content of Fe 3 O 4, preferably 95% by mass, more preferably 75% by mass, more preferably 52% by mass. When the contents of Fe 3 O 4 and α-FeOOH are both smaller than the lower limit, the adhesion between the coating layer and the base steel material is lowered, and the salt water resistance of the coating steel material may not be maintained for a long time. Conversely, when the content of at least one of Fe 3 O 4 and α-FeOOH exceeds the above upper limit, the content of the Al compound, Cr compound and Cu compound in the coating layer becomes insufficient, and as a result, There is a possibility that the salt water resistance is lowered.

被覆層がα−FeOOHを含有する場合、α−FeOOHの平均粒径の下限としては、4.5nmが好ましく、12nmがより好ましく、15.5nmがさらに好ましい。一方、α−FeOOHの平均粒径の上限としては、22nmが好ましく、19nmがより好ましい。また、被覆層がFeを含有する場合、Feの平均粒径の下限としては、4.5nmが好ましく、8nmがより好ましく、13nmがさらに好ましい。一方、Feの平均粒径の上限としては、22nmが好ましく、18nmがより好ましい。Fe及びα−FeOOHの少なくとも一方の平均粒径が上記下限より小さい場合、被覆層の形成時、粒子間の溶媒の蒸発によって被覆層の体積が大きく収縮することでクラック等の欠陥が生じるおそれがある。その結果、被覆層による腐食性物質の素地鋼材への侵入の抑制が不十分となり、上記クラックで表面に露出した素地鋼材の局所的腐食が進行するおそれや、被覆層との界面近傍で素地鋼材の腐食が生じるおそれがある。また、上述の素地鋼材の腐食に起因して被覆層が剥離及び脱落し、さらに腐食が進行するおそれもある。逆に、Fe及びα−FeOOHの少なくとも一方の平均粒径が上記上限を超える場合、粒子間に隙間が生じ易くなることで被覆層の緻密さが低下し、その結果、上記粒子間から腐食性物質が素地鋼材へ侵入し易くなることで当該被覆鋼材の耐塩水性が低下するおそれがある。 When the coating layer contains α-FeOOH, the lower limit of the average particle size of α-FeOOH is preferably 4.5 nm, more preferably 12 nm, and even more preferably 15.5 nm. On the other hand, the upper limit of the average particle diameter of α-FeOOH is preferably 22 nm, and more preferably 19 nm. Also, if the coating layer contains a Fe 3 O 4, the lower limit of the average particle diameter of Fe 3 O 4, preferably 4.5 nm, more preferably 8 nm, 13 nm is more preferred. On the other hand, the upper limit of the average particle size of Fe 3 O 4 is preferably 22 nm, and more preferably 18 nm. When the average particle diameter of at least one of Fe 3 O 4 and α-FeOOH is smaller than the lower limit, defects such as cracks are caused when the volume of the coating layer is greatly contracted by evaporation of the solvent between the particles when the coating layer is formed. May occur. As a result, the invasion of the corrosive substance into the base steel material by the coating layer becomes insufficient, and the local corrosion of the base steel material exposed to the surface due to the cracks may progress, or the base steel material near the interface with the coating layer Corrosion may occur. Further, the coating layer may be peeled off and dropped due to the corrosion of the base steel material described above, and further corrosion may progress. Conversely, when the average particle size of at least one of Fe 3 O 4 and α-FeOOH exceeds the above upper limit, the gap between the particles tends to be formed, so that the denseness of the coating layer is reduced. Therefore, the corrosive substance easily enters the base steel material, so that the salt water resistance of the coated steel material may be reduced.

特に、被覆層が、Al酸化物及び/又はAlオキシ水酸化物と、Cr酸化物と、Cu酸化物と、上記Fe酸化物及びFeオキシ水酸化物としてのFe及びα−FeOOHとを含有するとよい。この場合、Al酸化物及び/又はAlオキシ水酸化物の含有量としては、0.08質量%以上10.5質量%以下が好ましい。また、Cr酸化物の含有量としては、0.08質量%以上10.5質量%以下が好ましい。さらに、Cu酸化物の含有量としては、0.08質量%以上10.5質量%以下が好ましい。さらに、Fe及びα−FeOOHの合計含有量としては、29.5質量%以上が好ましい。さらに、上記Fe及びα−FeOOHの平均粒径としては、それぞれ4.5nm以上22nm以下が好ましい。被覆層がこれらの条件を満たすことで、当該被覆鋼材の耐塩水性とこの耐塩水性の持続性とをより向上できる。 In particular, the coating layer comprises Al oxide and / or Al oxyhydroxide, Cr oxide, Cu oxide, Fe 3 O 4 and α-FeOOH as the Fe oxide and Fe oxyhydroxide. It is good to contain. In this case, the content of Al oxide and / or Al oxyhydroxide is preferably 0.08% by mass or more and 10.5% by mass or less. Moreover, as content of Cr oxide, 0.08 mass% or more and 10.5 mass% or less are preferable. Furthermore, as content of Cu oxide, 0.08 mass% or more and 10.5 mass% or less are preferable. Furthermore, the total content of Fe 3 O 4 and α-FeOOH is preferably 29.5% by mass or more. Furthermore, the average particle diameter of the Fe 3 O 4 and α-FeOOH is preferably 4.5 nm or more and 22 nm or less, respectively. When the coating layer satisfies these conditions, the salt water resistance of the coated steel material and the durability of the salt water resistance can be further improved.

被覆層は、素地鋼材との密着性向上や当該被覆鋼材の耐塩水性向上の観点から、上述のAl化合物、Cr化合物、Cu化合物及びFe化合物以外の他の金属オキシ水酸化物及び/又は他の金属酸化物を含有することが好ましい。上記他の金属酸化物としては、例えばSiO、TiO、ZrO、Nb、Ta、V、La、Ce等が挙げられる。但し、被覆層は、Al化合物、Cr化合物、Cu化合物及びFe化合物のみを含有し、上記他の金属酸化物及び他の金属オキシ水酸化物の含有量が実質的に0質量%であってもよい。また、被覆層は、上述のAl化合物、Cr化合物、Cu化合物、Fe化合物、上記金属酸化物及び金属オキシ水酸化物以外の成分を含有してもよい。 From the viewpoint of improving adhesion to the base steel material and improving the salt water resistance of the coated steel material, the coating layer is composed of other metal oxyhydroxides and / or other than the above-mentioned Al compound, Cr compound, Cu compound and Fe compound. It is preferable to contain a metal oxide. As the other metal oxides, for example SiO 2, TiO 2, ZrO 2 , Nb 2 O 5, Ta 2 O 5, V 2 O 5, La 2 O 3, Ce 2 O 3 and the like. However, the coating layer contains only the Al compound, Cr compound, Cu compound and Fe compound, and the content of the other metal oxide and other metal oxyhydroxide is substantially 0% by mass. Good. Moreover, a coating layer may contain components other than the above-mentioned Al compound, Cr compound, Cu compound, Fe compound, the said metal oxide, and a metal oxyhydroxide.

(被覆鋼材の形態及び用途)
当該被覆鋼材の形態としては、例えば鋼板、鋼管、棒鋼、線材、形鋼等が挙げられる。また、当該被覆鋼材は、海水に常時浸漬される腐食環境下においても、海水に常時浸漬されるわけではない腐食環境下、特に飛来海塩粒子や飛沫が主因となる腐食環境下においても、海水等による腐食を抑制できる。そのため、当該被覆鋼材の用途としては、例えば船舶、海洋構造物、橋梁等が挙げられる。上記船舶としては、例えばタンカー、コンテナ船、バルカー等の貨物船、貨客船、客船、軍艦などが挙げられる。当該被覆鋼材を船舶に用いる場合、バラストタンクや、上甲板、船橋、ハッチカバー、クレーン、各種配管、階段、手すり等の様々な上部鋼構造等に好適に用いることができる。また、上記海洋構造物としては、例えば海洋上で石油や天然ガスを掘削する掘削施設、海洋で石油及び天然ガスの生産、貯蔵、積出等を行う浮体式施設、海洋での風力発電、波浪発電、潮流発電、海流発電、温度差発電、太陽光発電等を行う発電関連施設などが挙げられる。さらに、当該被覆鋼材を橋梁に用いる場合、飛来塩分量が0.1mdd超の飛来塩分量の多い環境の橋梁用鋼材として好適に用いることができる。
(Form and application of coated steel)
Examples of the form of the coated steel material include a steel plate, a steel pipe, a steel bar, a wire, and a shaped steel. In addition, the coated steel material can be used in a corrosive environment that is constantly immersed in seawater, in a corrosive environment that is not always immersed in seawater, particularly in a corrosive environment mainly caused by flying sea salt particles and droplets. Corrosion due to etc. can be suppressed. Therefore, examples of the application of the coated steel material include ships, offshore structures, bridges, and the like. Examples of the ship include cargo ships such as tankers, container ships, and bulkers, freight passenger ships, passenger ships, warships, and the like. When the coated steel material is used for a ship, it can be suitably used for various upper steel structures such as a ballast tank, an upper deck, a bridge, a hatch cover, a crane, various pipes, stairs, handrails, and the like. The offshore structure includes, for example, a drilling facility for drilling oil and natural gas on the ocean, a floating facility for producing, storing and shipping oil and natural gas on the ocean, wind power generation in the ocean, and waves. Examples include power generation facilities that perform power generation, tidal current power generation, ocean current power generation, temperature difference power generation, solar power generation, and the like. Furthermore, when the said covering steel material is used for a bridge, it can be conveniently used as a steel material for bridges in an environment where the amount of incoming salt is more than 0.1 mdd and the amount of incoming salt is large.

<被覆鋼材の製造方法>
当該被覆鋼材の製造方法は、素地鋼材を用意する工程(素地鋼材用意工程)と、Al化合物、Cr化合物、Cu化合物及びFe化合物が溶媒に分散した被覆層形成用組成物を調製する工程(調製工程)と、上記被覆層形成用組成物を上記素地鋼材の表面に塗工する工程(塗工工程)とを備える。以下、各工程について説明する。
<Method for producing coated steel>
The method for producing the coated steel material includes a step of preparing a base steel material (base steel material preparing step) and a step of preparing a composition for forming a coating layer in which an Al compound, a Cr compound, a Cu compound, and an Fe compound are dispersed in a solvent (preparation) Step) and a step (coating step) of applying the coating layer forming composition onto the surface of the base steel material. Hereinafter, each step will be described.

(素地鋼材用意工程)
本工程では、所望の組成を有する素地鋼材を用意する。素地鋼材の製造方法としては、特に限定されず、転炉製鋼法や電気炉製鋼法等に代表される通常の製鋼方法を採用できる。以下に素地鋼材の具体的な製造方法を説明する。まず、転炉又は電気炉から取鍋に出鋼した溶鋼に対して、RH(Ruhrstahl−Heraeus)真空脱ガス装置を用いて所望の組成となるように調整すると共に、温度調整により二次精錬を行う。その後、連続鋳造法、造塊法等の通常の鋳造方法で鋼塊とすることで素地鋼材が得られる。なお、素地鋼材の脱酸形式による分類としては、機械的特性、溶接のし易さ等の構造物に用いる鋼材に要求される基本的特性を確保する観点から、キルド鋼が好ましく、Alキルド鋼がより好ましい。
(Base steel preparation process)
In this step, a base steel material having a desired composition is prepared. The method for producing the base steel material is not particularly limited, and a normal steelmaking method represented by a converter steelmaking method, an electric furnace steelmaking method, or the like can be adopted. Below, the specific manufacturing method of a base steel material is demonstrated. First, the molten steel discharged from the converter or electric furnace to the ladle is adjusted to a desired composition using an RH (Ruhrstahl-Heraeus) vacuum degassing device, and secondary refining is performed by adjusting the temperature. Do. Then, a base steel material is obtained by making it a steel ingot by normal casting methods, such as a continuous casting method and an ingot-making method. In addition, as a classification according to the deoxidation type of the base steel material, killed steel is preferable from the viewpoint of securing basic characteristics required for steel materials used for structures such as mechanical characteristics and ease of welding, and Al killed steel. Is more preferable.

(調製工程)
本工程では、Al化合物、Cr化合物、Cu化合物及びFe化合物を溶媒に分散させて被覆層形成用組成物を調製する。本工程では、上述の他の金属オキシ水酸化物及び/又は他の金属酸化物をさらに溶媒に分散させてもよい。上記溶媒としては、特に限定されないが、例えばアルキルシリケート等の有機溶媒、水などが挙げられ、これらの中で有機溶媒が好ましく、アルキルシリケートがより好ましい。被覆層形成用組成物の固形分濃度としては、特に限定されないが、例えば10質量%以上60質量%以下である。被覆層形成用組成物は、溶媒中に分散する各成分が安定で化学反応を起こし難いため、通常は溶媒以外の組成がそのまま被覆層の組成となる。そのため、被覆層形成用組成物の各成分の組成や粒径の調整により、所望の組成の被覆層を容易かつ確実に形成できる。
(Preparation process)
In this step, a composition for forming a coating layer is prepared by dispersing an Al compound, a Cr compound, a Cu compound, and an Fe compound in a solvent. In this step, the other metal oxyhydroxide and / or other metal oxide described above may be further dispersed in a solvent. Although it does not specifically limit as said solvent, For example, organic solvents, such as an alkyl silicate, water, etc. are mentioned, Among these, an organic solvent is preferable and an alkyl silicate is more preferable. Although it does not specifically limit as solid content concentration of the composition for coating layer formation, For example, they are 10 mass% or more and 60 mass% or less. In the composition for forming a coating layer, since each component dispersed in the solvent is stable and hardly causes a chemical reaction, the composition other than the solvent is usually the composition of the coating layer as it is. Therefore, a coating layer having a desired composition can be easily and reliably formed by adjusting the composition and particle size of each component of the composition for forming a coating layer.

(塗工工程)
本工程では、被覆層形成用組成物を素地鋼材の表面に塗工し、素地鋼材の表面に被覆層を形成する。被覆層形成用組成物を素地鋼材の表面に塗工する方法としては、特に限定されないが、例えばスプレー塗布等で塗布した後に例えば70℃以上150℃以下で乾燥させる方法などが挙げられる。なお、本工程で用いる被覆層形成用組成物の固形分濃度や塗布量を調整することで、所望の平均厚さの被覆層を容易かつ確実に形成できる。
(Coating process)
In this step, the coating layer forming composition is applied to the surface of the base steel material to form a coating layer on the surface of the base steel material. The method for coating the composition for forming a coating layer on the surface of the base steel material is not particularly limited, and examples thereof include a method of applying the composition at a temperature of 70 ° C. or higher and 150 ° C. or lower after application by spray coating or the like. In addition, the coating layer of desired average thickness can be formed easily and reliably by adjusting the solid content concentration and application quantity of the composition for coating layer formation used at this process.

本工程の前に、素地鋼材の表面を前処理しておくことが好ましい。上記前処理としては、例えば研削、ショットブラスト等によるスケールや塩分などの表面付着物の除去などが挙げられる。本工程においては、特に素地鋼材表面の塩分付着量をできる限り少なくすることが好ましく、具体的には例えばNaCl換算で0.1g/m未満とすることが好ましい。 Prior to this step, the surface of the base steel material is preferably pretreated. Examples of the pretreatment include removal of surface deposits such as scale and salt by grinding, shot blasting, and the like. In this step, it is particularly preferable to reduce the amount of salt on the surface of the base steel as much as possible. Specifically, for example, it is preferably less than 0.1 g / m 2 in terms of NaCl.

また、上記前処理としては、被覆層及び素地鋼材の密着性確保の観点から、素地鋼材に適度な表面粗さを付与する処理も好ましい。素地鋼材に適度な表面粗さを付与する方法としては、従来公知の方法を採用でき、例えばショットブラスト処理やグリッドブラスト処理等が挙げられる。具体的な素地鋼材の表面粗さの下限としては、10μmが好ましい。一方、素地鋼材の表面粗さの上限としては、80μmが好ましい。素地鋼材の表面粗さが上記下限より小さい場合、被覆層及び素地鋼材の密着性が低下するおそれがある。逆に、素地鋼材の表面粗さが上記上限を超える場合、被覆層形成用組成物の塗布後に素地鋼材の凹部に気泡が入り、その結果、被覆層及び素地鋼材が密着しない部分が形成されることで密着性が低下するおそれがある。ここで「表面粗さ」とは、JIS−B0601:2001「製品の幾何特性仕様(GPS)−表面性状:輪郭曲線方式−用語,定義及び表面性状パラメータ」に準拠して測定した十点平均粗さ(Rz)をいい、評価長さを12.5mmとし、カットオフ値であるλcを2.5mmとした値である。   Moreover, as said pretreatment, the process which provides moderate surface roughness to a base steel material from a viewpoint of ensuring the adhesiveness of a coating layer and a base steel material is also preferable. As a method of imparting an appropriate surface roughness to the base steel material, a conventionally known method can be adopted, and examples thereof include shot blasting and grid blasting. A specific lower limit of the surface roughness of the base steel material is preferably 10 μm. On the other hand, the upper limit of the surface roughness of the base steel material is preferably 80 μm. When the surface roughness of the base steel material is smaller than the above lower limit, the adhesion between the coating layer and the base steel material may be reduced. Conversely, when the surface roughness of the base steel material exceeds the above upper limit, air bubbles enter the concave portions of the base steel material after application of the coating layer forming composition, and as a result, a portion where the coating layer and the base steel material do not adhere is formed. There is a possibility that the adhesion may be reduced. Here, “surface roughness” means ten-point average roughness measured in accordance with JIS-B0601: 2001 “Product Geometrical Specification (GPS) —Surface Properties: Contour Curve Method—Terms, Definitions, and Surface Properties Parameters”. (Rz) is an evaluation length of 12.5 mm and a cutoff value λc of 2.5 mm.

以下、実施例を挙げて本発明の被覆鋼材及びその製造方法をより具体的に説明するが、本発明はもとより下記実施例によって制限を受けるものではなく、上述及び後述の趣旨に適合し得る範囲で適当に変更を加えて実施することも勿論可能であり、それらはいずれも本発明の技術的範囲に包含されるものである。   Hereinafter, the coated steel material of the present invention and the method for producing the same will be described more specifically with reference to examples. However, the present invention is not limited by the following examples, and can be adapted to the above and below-mentioned purposes. It is of course possible to carry out the invention with appropriate modifications, and these are all included in the technical scope of the present invention.

[被覆鋼材の作製]
表1及び表2に示す組成を有する鋼材を真空溶解炉により溶製し、それぞれ50kgの鋼塊として得た。得られた各鋼塊を1,150℃に加熱した後、熱間圧延を行ってそれぞれ平均厚さ10mmの鋼素材とした。各鋼素材から150×70×5[mm]のテストピースを切り出し、これらを素地鋼材B1〜B54とした。テストピースの一方の面を試験面とし、この試験面をRzが30μmの仕上がりとなるようショットブラストを施し、その後、水洗及びアセトン洗浄を行った。洗浄後、テストピースの質量測定及び厚さを測定し、これを試験前の素地鋼材の質量及び厚さとした。テストピースの厚さの測定は、図1に示すように、試験面の各片から5mm以上内側の140×60[mm]の領域を試験領域Aとし、この試験領域A内の縦横10mm間隔の5×13=65点の格子点Xで行った。また、上記厚さの測定は、試験面の裏面から超音波板厚計を用いて行った。その後、以下の方法でテストピースに被覆層を形成した。
[Production of coated steel]
Steel materials having the compositions shown in Table 1 and Table 2 were melted in a vacuum melting furnace to obtain 50 kg steel ingots. Each steel ingot obtained was heated to 1,150 ° C. and then hot-rolled to obtain steel materials having an average thickness of 10 mm. A test piece of 150 × 70 × 5 [mm] was cut out from each steel material, and these were used as base steel materials B1 to B54. One surface of the test piece was used as a test surface, and this test surface was shot blasted so as to have a finish of Rz of 30 μm, and then washed with water and acetone. After washing, the mass measurement and thickness of the test piece were measured, and this was taken as the mass and thickness of the base steel before testing. As shown in FIG. 1, the thickness of the test piece is measured by setting a 140 × 60 [mm] area 5 mm or more inside each piece of the test surface as a test area A, and the test area A has an interval of 10 mm vertically and horizontally. The measurement was performed at 5 × 13 = 65 lattice points X. The thickness was measured using an ultrasonic plate thickness meter from the back side of the test surface. Thereafter, a coating layer was formed on the test piece by the following method.

Figure 2017039974
Figure 2017039974

Figure 2017039974
Figure 2017039974

所望の平均粒径に調整したFe及びα−FeOOHの粉末と、その他の金属オキシ水酸化物及びその他の金属酸化物の粉末とを混合し、溶媒としてのアルキルシリケートに分散させ、被覆層形成用組成物を調製した。被覆層形成用組成物の固形分濃度は、40質量%とした。テストピースの表面に被覆層形成用組成物をスプレー塗布により塗布し、その後100℃の乾燥器で乾燥させることで被覆層を備えるテストピースを得た。このテストピースを被覆鋼材No.2〜No.65とした。なお、被覆層の組成は、被覆層形成用組成物の各成分の混合比により調整し、被覆層形成用組成物における溶媒以外の固形分の組成を被覆層の組成と見做すことができる。また、被覆層の平均厚さは、被覆層形成用組成物の塗布量により調整し、電磁膜厚計により測定した。被覆層の形成後、テストピースの試験面の試験領域以外の領域Bと、試験面以外の面とをテフロン(登録商標)テープで被覆した。なお、試験領域以外の領域Bとは、各辺からの距離が5mm未満の領域である。その後、下記の腐食試験を行った。表3及び表4に、被覆鋼材No.1〜No.65の素地鋼材と被覆層の組成とを示す。なお、被覆鋼材No.1には、被覆層を形成していない。また、表3及び表4の「他の成分」とは、上記他の金属酸化物及び他の金属オキシ水酸化物を示す。 Powders of Fe 3 O 4 and α-FeOOH adjusted to a desired average particle diameter are mixed with powders of other metal oxyhydroxides and other metal oxides, dispersed in an alkyl silicate as a solvent, and coated A layer forming composition was prepared. The solid content concentration of the composition for forming a coating layer was 40% by mass. The composition for forming a coating layer was applied to the surface of the test piece by spray coating, and then dried with a dryer at 100 ° C. to obtain a test piece having a coating layer. The test piece was coated with steel plate No. 2-No. 65. The composition of the coating layer can be adjusted by the mixing ratio of each component of the composition for forming the coating layer, and the composition of solids other than the solvent in the composition for forming the coating layer can be regarded as the composition of the coating layer. . Moreover, the average thickness of the coating layer was adjusted by the coating amount of the composition for forming a coating layer, and measured with an electromagnetic film thickness meter. After the formation of the coating layer, the region B other than the test region on the test surface of the test piece and the surface other than the test surface were coated with Teflon (registered trademark) tape. The region B other than the test region is a region whose distance from each side is less than 5 mm. Thereafter, the following corrosion test was performed. In Tables 3 and 4, the coated steel material No. 1-No. 65 shows the base steel material and the composition of the coating layer. The coated steel material No. In 1, no coating layer is formed. Further, “other components” in Tables 3 and 4 represent the other metal oxides and other metal oxyhydroxides.

Figure 2017039974
Figure 2017039974

Figure 2017039974
Figure 2017039974

[腐食試験]
海水による腐食環境を模擬する腐食試験として、人工海水を用いた複合サイクル腐食試験(Cyclic Corrosion Testing:CCT)を実施した。具体的には、テストピースの試験面に対し、(I)35℃の人工海水噴霧を1.5時間、(II)温度60℃、湿度20%RHで2.5時間、(III)温度50℃、湿度95%RHで2.5時間の(I)〜(III)を繰り返した。なお、(I)〜(III)で温度及び湿度を変化させる際、条件の安定に必要な移行時間は0.5時間とした。また、試験期間は84日間とした。さらに、テストピースは、3枚ずつ用いてN=3とした。
[Corrosion test]
As a corrosion test for simulating the corrosive environment by seawater, a combined cycle corrosion test (CCT) using artificial seawater was performed. Specifically, (I) artificial seawater spraying at 35 ° C. for 1.5 hours, (II) temperature 60 ° C., humidity 20% RH for 2.5 hours, and (III) temperature 50 against the test surface of the test piece. (I) to (III) were repeated for 2.5 hours at ° C. and humidity of 95% RH. In addition, when changing temperature and humidity in (I)-(III), the transition time required for the stability of conditions was 0.5 hour. The test period was 84 days. Further, three test pieces were used, and N = 3.

CCT終了後、テストピースの質量変化及び腐食深さを測定した。まず、CCT終了後、テストピースの被覆層及び腐食生成物を10%クエン酸水素二アンモニウム水溶液中での陰極電解法により除去し、その後、水洗及びアセトン洗浄を行った。洗浄後、テストピースの質量を測定し、これを試験後の素地鋼材の質量とした。試験後の素地鋼材の質量と、試験前の素地鋼材の質量との差異を腐食による腐食量とし、3枚のテストピースの平均値を平均腐食量とした。また、図1に示す65の格子点Xで、テストピースの試験面の裏面から超音波板厚計で厚さを計測した。各格子点Xの試験前の素地鋼材の厚さと、試験後の素地鋼材の厚さとの差異を求め、これをその格子点Xの腐食深さとした。3枚のテストピースの65の格子点Xのそれぞれの腐食深さを測定し、195点の格子点Xの腐食深さの最大値を最大腐食深さとした。   After the CCT, the test piece was measured for mass change and corrosion depth. First, after completion of CCT, the coating layer and the corrosion product of the test piece were removed by a cathodic electrolysis method in a 10% diammonium hydrogen citrate aqueous solution, and then washed with water and acetone. After washing, the mass of the test piece was measured and used as the mass of the base steel material after the test. The difference between the mass of the base steel material after the test and the mass of the base steel material before the test was the corrosion amount due to corrosion, and the average value of the three test pieces was the average corrosion amount. Moreover, the thickness was measured with the ultrasonic plate | board thickness meter from the back surface of the test surface of a test piece in 65 lattice points X shown in FIG. The difference between the thickness of the base steel material before the test at each lattice point X and the thickness of the base steel material after the test was determined, and this was defined as the corrosion depth of the lattice point X. The corrosion depth of each of the 65 lattice points X of the three test pieces was measured, and the maximum corrosion depth of the 195 lattice points X was defined as the maximum corrosion depth.

被覆鋼材No.1〜No.65について、被覆鋼材No.1の平均腐食量及び最大腐食深さをそれぞれ100としたときの相対値を求め、下記基準によってA〜Eに区分した。平均腐食量及び最大腐食深さの相対値は、いずれも数値が小さいほど耐塩水性に優れることを示す。
A:No.1に対する相対値が55未満
B:No.1に対する相対値が55以上、70未満
C:No.1に対する相対値が70以上、85未満
D:No.1に対する相対値が85以上、95未満
E:No.1に対する相対値が95以上
Coated steel No. 1-No. 65, the coated steel material No. Relative values when the average corrosion amount and the maximum corrosion depth of 1 were each set to 100 were determined and classified into A to E according to the following criteria. The relative values of the average corrosion amount and the maximum corrosion depth indicate that the smaller the value, the better the salt water resistance.
A: No. The relative value with respect to 1 is less than 55. B: No. 1 or more and less than 70 C: No. 1 or more and less than 85 D: No. 1 or more and less than 95 E: No. The relative value to 1 is 95 or more

また、被覆鋼材No.1〜No.65について、下記基準によって耐塩水性に優れる順にA〜Fに区分し、これを総合評価とした。総合評価は、A、B、C、D、E及びFを「合格」、Gを「不合格」と評価できる。評価結果を表5に示す。
A:平均腐食量及び最大腐食深さの評価がいずれもA
B:平均腐食量及び最大腐食深さの評価の一方がAで他方がB
C:平均腐食量及び最大腐食深さの評価がいずれもB
D:平均腐食量及び最大腐食深さの評価の一方がCで他方がB以上
E:平均腐食量及び最大腐食深さの評価がいずれもC
F:平均腐食量及び最大腐食深さの評価のいずれかがD以下。但し、平均腐食量及び最大腐食深さの評価がいずれもEの場合を除く
G:平均腐食量及び最大腐食深さの評価がいずれもE
Further, the coated steel material No. 1-No. About 65, it divided into AF by the order which is excellent in salt-water resistance by the following reference | standard, and made this comprehensive evaluation. Comprehensive evaluation can evaluate A, B, C, D, E, and F as “pass” and G as “fail”. The evaluation results are shown in Table 5.
A: Both average corrosion amount and maximum corrosion depth are evaluated as A
B: One of the evaluation of average corrosion amount and maximum corrosion depth is A, and the other is B
C: Average corrosion amount and maximum corrosion depth are both B
D: One of the evaluation of the average corrosion amount and the maximum corrosion depth is C and the other is B or more E: Both the evaluation of the average corrosion amount and the maximum corrosion depth is C
F: Either the average corrosion amount or the maximum corrosion depth is evaluated as D or less. However, the average corrosion amount and the maximum corrosion depth are both evaluated as E. G: The average corrosion amount and the maximum corrosion depth are both evaluated as E.

Figure 2017039974
Figure 2017039974

被覆鋼材No.1、No.10及びNo.11は、本発明の比較例に相当し、総合評価がGであり、耐塩水性が不合格であった。以下、各比較例について検討する。   Coated steel No. 1, no. 10 and no. 11 corresponded to the comparative example of the present invention, the overall evaluation was G, and the salt water resistance was unacceptable. Hereinafter, each comparative example will be examined.

被覆鋼材No.1は、被覆層を備えない通常の鋼材を想定したものである。被覆鋼材No.1は、腐食試験で表面に錆の被膜が形成されたが、十分な耐塩水性は得られなかった。   Coated steel No. Reference numeral 1 assumes a normal steel material that does not include a coating layer. Coated steel No. In No. 1, a rust film was formed on the surface in the corrosion test, but sufficient salt water resistance was not obtained.

被覆鋼材No.10及びNo.11は、被覆層の平均厚さが小さすぎる比較例、及び大きすぎる比較例であり、いずれも十分な耐塩水性は得られなかった。   Coated steel No. 10 and no. 11 is a comparative example in which the average thickness of the coating layer is too small and a comparative example that is too large, and sufficient salt water resistance was not obtained.

一方、本発明の構成を満たす実施例に相当する被覆鋼材No.2〜9及びNo.12〜No.65は、平均腐食量及び最大腐食深さの相対値がいずれも95未満であり、優れた耐塩水性を発揮した。以下、各実施例について検討する。   On the other hand, the coated steel material No. corresponding to the example satisfying the configuration of the present invention. 2-9 and no. 12-No. In 65, the relative values of the average corrosion amount and the maximum corrosion depth were both less than 95 and exhibited excellent salt water resistance. Hereinafter, each example will be examined.

被覆鋼材No.12〜No.17は、C、Si、Mn、P、S、Al、N、Fe及び不可避的不純物を含有する素地鋼材B1〜6を用いた実施例である。以下、素地鋼材の上述の組成を基本組成1ともいう。被覆鋼材No.12〜No.17の耐塩水性は、比較例の被覆鋼材よりは優れていたが、実施例の中では最も低かった。   Coated steel No. 12-No. 17 is an example using the base steel materials B1 to B containing C, Si, Mn, P, S, Al, N, Fe and inevitable impurities. Hereinafter, the above-described composition of the base steel material is also referred to as a basic composition 1. Coated steel No. 12-No. The salt water resistance of 17 was superior to the coated steel material of the comparative example, but was the lowest among the examples.

被覆鋼材No.2〜No.9は、基本組成1のP及びAlの含有量を特定量とし、かつCu及びCrとMo及び/又はWとを含有する素地鋼材B7を用いた実施例である。以下、素地鋼材の上述の組成を基本組成2ともいう。被覆鋼材No.2〜No.9の耐塩水性は、比較例の被覆鋼材よりは優れていたが、基本組成2を有する素地鋼材を用いた実施例の中では最も低かった。   Coated steel No. 2-No. 9 is an example using the base steel material B7 containing the P and Al contents of the basic composition 1 as specific amounts and containing Cu and Cr and Mo and / or W. Hereinafter, the above-described composition of the base steel material is also referred to as a basic composition 2. Coated steel No. 2-No. The salt water resistance of No. 9 was superior to the coated steel material of the comparative example, but was the lowest among the examples using the base steel material having the basic composition 2.

被覆鋼材No.18〜No.65は、基本組成2を有する素地鋼材B7〜B64を用い、かつ被覆層におけるAl化合物、Cr化合物、Cu化合物並びにFe化合物の種類、含有量及び平均粒径を適度な範囲に調整した実施例である。具体的には、Al化合物としてAl酸化物及び/又はAlオキシ水酸化物を特定量含有し、Cr化合物としてCr酸化物を特定量含有し、Cu化合物としてCu酸化物を特定量含有する。また、Fe化合物としてFe及びα−FeOOHを合計で特定量含有し、上記Fe及びα−FeOOHの平均粒径がそれぞれ4.5nm以上22nm以下である。被覆鋼材No.18〜No.65は、上述の被覆鋼材No.2〜No.9と比較し、平均腐食量及び最大腐食深さのうち少なくとも平均腐食量が優れていた。以下、被覆鋼材No.18〜No.65について検討する。 Coated steel No. 18-No. 65 is an example in which the base steel materials B7 to B64 having the basic composition 2 are used, and the types, contents and average particle diameters of the Al compound, Cr compound, Cu compound and Fe compound in the coating layer are adjusted to an appropriate range. is there. Specifically, the Al compound contains a specific amount of Al oxide and / or Al oxyhydroxide, the Cr compound contains a specific amount of Cr oxide, and the Cu compound contains a specific amount of Cu oxide. Further, the Fe 3 O 4 and alpha-FeOOH containing a specific amount in total as Fe compound, the average particle diameter of the Fe 3 O 4 and alpha-FeOOH is less than 4.5nm or more, respectively 22 nm. Coated steel No. 18-No. 65 is the above-mentioned coated steel material No. 2-No. Compared to 9, the average corrosion amount and the average corrosion amount of the maximum corrosion depth were excellent. Hereinafter, coated steel material No. 18-No. Consider 65.

被覆鋼材No.18〜No.20は、基本組成2のみを有する素地鋼材B7〜B9を用いた実施例である。被覆鋼材No.18〜No.20は、上述の被覆鋼材No.2〜No.9と比較し、平均腐食量をさらに低減できた。   Coated steel No. 18-No. 20 is an example using the base steel materials B7 to B9 having only the basic composition 2. Coated steel No. 18-No. 20 is the above-mentioned coated steel material No. 2-No. Compared with 9, the average amount of corrosion could be further reduced.

被覆鋼材No.21〜No.23は、基本組成2に加え、Ni及び/又はCoをさらに特定量含有する素地鋼材B10〜B12を用いた実施例である。被覆鋼材No.21〜No.23は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。   Coated steel No. 21-No. 23 is an example using base steel materials B10 to B12 that further contain a specific amount of Ni and / or Co in addition to the basic composition 2. Coated steel No. 21-No. 23 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced.

被覆鋼材No.24〜No.29は、基本組成2に加え、Mg、Ca及び/又はREMをさらに特定量含有する素地鋼材B13〜B18を用いた実施例である。被覆鋼材No.24〜No.29は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。   Coated steel No. 24-No. 29 is an example using the base steel materials B13 to B18 that further contain a specific amount of Mg, Ca and / or REM in addition to the basic composition 2. Coated steel No. 24-No. 29 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced.

被覆鋼材No.30〜No.34は、基本組成2に加え、Ni及び/又はCoと、Mg、Ca及び/又はREMとをさらに特定量含有する素地鋼材B19〜B23を用いた実施例である。被覆鋼材No.30〜No.34は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減できた。   Coated steel No. 30-No. 34 is an example using the base steel materials B19 to B23 further containing a specific amount of Ni and / or Co and Mg, Ca and / or REM in addition to the basic composition 2. Coated steel No. 30-No. 34 is the above-mentioned coated steel material No. 18-No. Compared with 20, the average corrosion amount and the maximum corrosion depth could be further reduced.

被覆鋼材No.35〜No.40は、基本組成2に加え、Sn、Sb及び/又はSeをさらに特定量含有する素地鋼材B24〜B29を用いた実施例である。被覆鋼材No.35〜No.40は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。   Coated steel No. 35-No. 40 is an example using the base steel materials B24 to B29 further containing a specific amount of Sn, Sb and / or Se in addition to the basic composition 2. Coated steel No. 35-No. 40 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced.

被覆鋼材No.41〜No.44は、基本組成2に加え、Ni及び/又はCoと、Sn、Sb及び/又はSeとをさらに特定量含有する素地鋼材B30〜B33を用いた実施例である。被覆鋼材No.41〜No.44は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減できた。   Coated steel No. 41-No. 44 is an example using the base steel materials B30 to B33 further containing Ni and / or Co and Sn, Sb and / or Se in a specific amount in addition to the basic composition 2. Coated steel No. 41-No. 44 is the above-mentioned coated steel material No. 18-No. Compared with 20, the average corrosion amount and the maximum corrosion depth could be further reduced.

被覆鋼材No.45〜No.48は、基本組成2に加え、Mg、Ca及び/又はREMと、Sn、Sb及び/又はSeとをさらに特定量含有する素地鋼材B34〜B37を用いた実施例である。被覆鋼材No.45〜No.48は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さを顕著に低減できた。   Coated steel No. 45-No. 48 is an example using the base steel materials B34 to B37 which contain Mg, Ca and / or REM and Sn, Sb and / or Se in a specific amount in addition to the basic composition 2. Coated steel No. 45-No. 48 is the above-mentioned coated steel material No. 18-No. Compared to 20, the maximum corrosion depth could be remarkably reduced.

被覆鋼材No.49〜No.53は、基本組成2に加え、Ni及び/又はCoと、Mg、Ca及び/又はREMと、Sn、Sb及び/又はSeとをさらに特定量含有する素地鋼材B38〜B42を用いた実施例である。被覆鋼材No.49〜No.53は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減でき、特に最大腐食深さを顕著に低減できた。被覆鋼材No.49〜No.53は、後述する被覆鋼材No.63及びNo.65に次ぐ優れた耐塩水性を発揮した。   Coated steel No. 49-No. 53 is an example using the base steel materials B38 to B42 further containing a specific amount of Ni and / or Co, Mg, Ca and / or REM, and Sn, Sb and / or Se in addition to the basic composition 2. is there. Coated steel No. 49-No. 53 is the above-mentioned coated steel material No. 18-No. Compared to 20, the average corrosion amount and the maximum corrosion depth could be further reduced, and in particular, the maximum corrosion depth could be significantly reduced. Coated steel No. 49-No. 53 is a coated steel material No. described later. 63 and no. Excellent salt water resistance after 65.

被覆鋼材No.54〜No.55は、基本組成2に加え、Ti、Nb、Zr、V及び/又はBをさらに特定量含有する素地鋼材B43〜B44を用いた実施例である。被覆鋼材No.54〜No.55は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをやや低減できた。   Coated steel No. 54-No. 55 is an example using the base steel materials B43 to B44 further containing a specific amount of Ti, Nb, Zr, V and / or B in addition to the basic composition 2. Coated steel No. 54-No. 55 is the above-mentioned coated steel material No. 18-No. Compared to 20, the average corrosion amount and the maximum corrosion depth could be slightly reduced.

被覆鋼材No.56〜No.57は、基本組成2に加え、Ni及び/又はCoと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B45〜B46を用いた実施例である。被覆鋼材No.56〜No.57は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。   Coated steel No. 56-No. 57 is an example in which, in addition to the basic composition 2, Ni and / or Co and base steel materials B45 to B46 further containing specific amounts of Ti, Nb, Zr, V and / or B are used. Coated steel No. 56-No. 57 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced.

被覆鋼材No.58及びNo.64は、基本組成2に加え、Mg、Ca及び/又はREMと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B47及びB53を用いた実施例である。被覆鋼材No.58及びNo.64は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。また、素地鋼材がVを特定量含有する被覆鋼材No.64は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量もさらに低減できた。   Coated steel No. 58 and no. 64 is an example using the base steel materials B47 and B53 which further contain Mg, Ca and / or REM and Ti, Nb, Zr, V and / or B in a specific amount in addition to the basic composition 2. Coated steel No. 58 and no. 64 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced. Further, the coated steel material No. in which the base steel material contains a specific amount of V. 64 is the above-mentioned coated steel material No. 18-No. Compared with 20, the average amount of corrosion could be further reduced.

被覆鋼材No.59〜No.60は、基本組成2に加え、Ni及び/又はCoと、Mg、Ca及び/又はREMと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B48〜B49を用いた実施例である。被覆鋼材No.59〜No.60は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減できた。   Coated steel No. 59-No. 60 uses the base steel materials B48 to B49 which contain Ni and / or Co, Mg, Ca and / or REM, and Ti, Nb, Zr, V and / or B further in a specific amount in addition to the basic composition 2 Example. Coated steel No. 59-No. 60 is the above-mentioned coated steel material No. 18-No. Compared with 20, the average corrosion amount and the maximum corrosion depth could be further reduced.

被覆鋼材No.61は、基本組成2に加え、Sn、Sb及び/又はSeと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B50を用いた実施例である。被覆鋼材No.61は、上述の被覆鋼材No.18〜No.20と比較し、最大腐食深さをさらに低減できた。   Coated steel No. 61 is an example using the base steel material B50 which contains Sn, Sb and / or Se and Ti, Nb, Zr, V and / or B further in a specific amount in addition to the basic composition 2. Coated steel No. 61 is the above-mentioned coated steel material No. 18-No. Compared with 20, the maximum corrosion depth could be further reduced.

被覆鋼材No.62は、基本組成2に加え、Ni及び/又はCoと、Sn、Sb及び/又はSeと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B51を用いた実施例である。被覆鋼材No.62は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減できた。   Coated steel No. 62 is an implementation using a base steel material B51 containing Ni and / or Co, Sn, Sb and / or Se, and Ti, Nb, Zr, V and / or B in addition to the basic composition 2 It is an example. Coated steel No. 62 is the above-mentioned coated steel material No. 18-No. Compared with 20, the average corrosion amount and the maximum corrosion depth could be further reduced.

被覆鋼材No.63及びNo.65は、基本組成2に加え、Ni及び/又はCoと、Mg、Ca及び/又はREMと、Sn、Sb及び/又はSeと、Ti、Nb、Zr、V及び/又はBとをさらに特定量含有する素地鋼材B52及びB54を用いた実施例である。被覆鋼材No.63及びNo.65は、上述の被覆鋼材No.18〜No.20と比較し、平均腐食量及び最大腐食深さをさらに低減でき、特に最大腐食深さを顕著に低減できた。被覆鋼材No.63及びNo.65は、実施例の中で最も優れた耐塩水性を発揮した。   Coated steel No. 63 and no. 65 is a specific amount of Ni and / or Co, Mg, Ca and / or REM, Sn, Sb and / or Se, and Ti, Nb, Zr, V and / or B in addition to the basic composition 2 This is an example using the base steel materials B52 and B54 contained. Coated steel No. 63 and no. 65 is the above-mentioned coated steel material No. 18-No. Compared to 20, the average corrosion amount and the maximum corrosion depth could be further reduced, and in particular, the maximum corrosion depth could be significantly reduced. Coated steel No. 63 and no. No. 65 exhibited the most excellent salt water resistance among the examples.

このように、本発明の構成を満たす被覆層を備えることで耐塩水性を向上できると判断できる。また、素地鋼材が、基本組成1を含有することで耐塩水性をより向上でき、基本組成2を含有することで耐塩水性をさらに向上できると判断される。さらに、素地鋼材が、基本組成2に加え、Ni及び/又はCoと、Mg、Ca及び/又はREMと、Sn、Sb及び/又はSeと、Ti、Nb、Zr、V及び/又はBとのうち少なくともいずれかを特定量含有することで耐塩水性をより向上でき、特にこれら全てを特定量含有することで耐塩水性を顕著に向上できると判断される。   Thus, it can be judged that salt water resistance can be improved by providing the coating layer which satisfy | fills the structure of this invention. Further, it is judged that the base steel material can further improve the salt water resistance by containing the basic composition 1, and can further improve the salt water resistance by containing the basic composition 2. Furthermore, in addition to the basic composition 2, the base steel material is made of Ni and / or Co, Mg, Ca and / or REM, Sn, Sb and / or Se, Ti, Nb, Zr, V and / or B. It is judged that the salt water resistance can be further improved by containing a specific amount of at least one of them, and that the salt water resistance can be remarkably improved by containing all of them in a specific amount.

以上の結果から、本発明の被覆鋼材は、海水環境において優れた耐塩水性を発揮し、海水や飛来海塩粒子に曝される構造物に好適に用いることができると判断される。また、本発明の被覆鋼材の製造方法は、この被覆鋼材を提供できる。   From the above results, it is judged that the coated steel material of the present invention exhibits excellent salt water resistance in a seawater environment, and can be suitably used for structures exposed to seawater and flying sea salt particles. Moreover, the manufacturing method of the coated steel material of this invention can provide this coated steel material.

当該被覆鋼材及びその製造方法は、優れた耐塩水性が比較的長期間維持される被覆鋼材を提供できる。   The said coated steel material and its manufacturing method can provide the coated steel material by which outstanding salt water resistance is maintained for a comparatively long period of time.

A 試験領域
B 試験領域以外の領域
X 格子点
A Test area B Area other than test area X Grid point

Claims (9)

素地鋼材と、この素地鋼材の表面に形成される被覆層とを備える被覆鋼材であって、
上記被覆層が、8μm以上105μm以下の平均厚さを有し、かつAl化合物、Cr化合物、Cu化合物及びFe化合物を含有し、
上記化合物が、酸化物、オキシ水酸化物又はこれらの組み合わせであることを特徴とする被覆鋼材。
A coated steel material comprising a base steel material and a coating layer formed on the surface of the base steel material,
The coating layer has an average thickness of 8 μm or more and 105 μm or less, and contains an Al compound, a Cr compound, a Cu compound, and an Fe compound,
A coated steel material wherein the compound is an oxide, an oxyhydroxide, or a combination thereof.
上記被覆層が、
Al酸化物、Alオキシ水酸化物又はこれらの組み合わせを0.08質量%以上10.5質量%以下、
Cr酸化物を0.08質量%以上10.5質量%以下、
Cu酸化物を0.08質量%以上10.5質量%以下、並びに
上記Fe酸化物及びFeオキシ水酸化物としてのFe及びα−FeOOHを合計で29.5質量%以上含有し、
上記Fe及びα−FeOOHの平均粒径がそれぞれ4.5nm以上22nm以下である請求項1に記載の被覆鋼材。
The coating layer is
Al oxide, Al oxyhydroxide or a combination thereof is 0.08% by mass or more and 10.5% by mass or less,
0.08 mass% or more and 10.5 mass% or less of Cr oxide,
Cu oxide is 0.08 mass% or more and 10.5 mass% or less, and Fe 3 O 4 and α-FeOOH as the Fe oxide and Fe oxyhydroxide are contained in total of 29.5 mass% or more,
2. The coated steel material according to claim 1, wherein the average particle diameters of the Fe 3 O 4 and α-FeOOH are 4.5 nm or more and 22 nm or less, respectively.
上記素地鋼材が、
C:0.008質量%以上0.32質量%以下、
Si:0.05質量%以上2.0質量%以下、
Mn:0.08質量%以上3.0質量%以下、
P:0.001質量%以上0.05質量%以下、
S:0.05質量%以下、
Al:0.001質量%以上1.6質量%以下、
N:0.001質量%以上0.015質量%以下、及び
残部:Fe及び不可避的不純物
である組成を有する請求項1又は請求項2に記載の被覆鋼材。
The base steel material is
C: 0.008 mass% or more and 0.32 mass% or less,
Si: 0.05 mass% or more and 2.0 mass% or less,
Mn: 0.08 mass% or more and 3.0 mass% or less,
P: 0.001% by mass or more and 0.05% by mass or less,
S: 0.05 mass% or less,
Al: 0.001% by mass or more and 1.6% by mass or less,
N: 0.001 mass% or more and 0.015 mass% or less, and the remainder: Coated steel materials of Claim 1 or Claim 2 which have a composition which is Fe and an unavoidable impurity.
上記素地鋼材が、
P:0.004質量%以上0.05質量%以下、及び
Al:0.008質量%以上1.6質量%以下
である組成を有し、
Cu:0.08質量%以上2.2質量%以下、及び
Cr:0.08質量%以上3.0質量%以下
をさらに含有し、かつ
Mo:0.008質量%以上2.2質量%以下、及び
W:0.008質量%以上2.2質量%以下
のうち少なくとも1種をさらに含有する請求項3に記載の被覆鋼材。
The base steel material is
P: 0.004 mass% or more and 0.05 mass% or less, and Al: 0.008 mass% or more and 1.6 mass% or less,
Cu: 0.08% by mass to 2.2% by mass; and Cr: 0.08% by mass to 3.0% by mass; and Mo: 0.008% by mass to 2.2% by mass And W: The covering steel materials of Claim 3 which further contain at least 1 sort (s) among 0.008 mass% or more and 2.2 mass% or less.
上記素地鋼材が、
Ni:0.008質量%以上5.2質量%以下、及び
Co:0.008質量%以上5.0質量%以下
のうち少なくとも1種をさらに含有する請求項3又は請求項4に記載の被覆鋼材。
The base steel material is
The coating according to claim 3 or 4, further comprising at least one of Ni: 0.008 mass% to 5.2 mass% and Co: 0.008 mass% to 5.0 mass%. Steel material.
上記素地鋼材が、
Mg:0.0004質量%以上0.01質量%以下、
Ca:0.0004質量%以上0.01質量%以下、及び
希土類金属:0.0004質量%以上0.01質量%以下
のうち少なくとも1種をさらに含有する請求項3、請求項4又は請求項5に記載の被覆鋼材。
The base steel material is
Mg: 0.0004 mass% or more and 0.01 mass% or less,
The at least 1 type is further contained among Ca: 0.0004 mass% or more and 0.01 mass% or less, and rare earth metals: 0.0004 mass% or more and 0.01 mass% or less. 5. The coated steel material according to 5.
上記素地鋼材が、
Sn:0.0008質量%以上0.2質量%以下、
Sb:0.0008質量%以上0.2質量%以下、及び
Se:0.0008質量%以上0.2質量%以下
のうち少なくとも1種をさらに含有する請求項3から請求項6のいずれか1項に記載の被覆鋼材。
The base steel material is
Sn: 0.0008% by mass or more and 0.2% by mass or less,
Any one of Claims 3-6 which further contains at least 1 sort (s) among Sb: 0.0008 mass% or more and 0.2 mass% or less, and Se: 0.0008 mass% or more and 0.2 mass% or less. Coated steel material according to item.
上記素地鋼材が、
Ti:0質量%超0.2質量%以下、
Nb:0質量%超0.2質量%以下、
Zr:0質量%超0.2質量%以下、
V:0質量%超0.2質量%以下、及び
B:0質量%超0.01質量%以下
のうち少なくとも1種をさらに含有する請求項3から請求項7のいずれか1項に記載の被覆鋼材。
The base steel material is
Ti: more than 0% by mass and 0.2% by mass or less,
Nb: more than 0% by mass and 0.2% by mass or less,
Zr: more than 0% by mass and 0.2% by mass or less,
8. The composition according to any one of claims 3 to 7, further comprising at least one of V: more than 0% by mass and 0.2% by mass or less, and B: more than 0% by mass and 0.01% by mass or less. Coated steel.
素地鋼材を用意する工程と、
Al化合物、Cr化合物、Cu化合物及びFe化合物が溶媒に分散した被覆層形成用組成物を調製する工程と、
上記被覆層形成用組成物を上記素地鋼材の表面に塗工する工程と
を備え、
上記化合物が、酸化物、オキシ水酸化物又はこれらの組み合わせであり、
上記塗工工程において、平均厚さが8μm以上105μm以下の被覆層を形成する被覆鋼材の製造方法。
Preparing a base steel material;
A step of preparing a composition for forming a coating layer in which an Al compound, a Cr compound, a Cu compound, and an Fe compound are dispersed in a solvent;
Coating the composition for forming a coating layer on the surface of the base steel material,
The compound is an oxide, an oxyhydroxide or a combination thereof,
In the coating step, a method for producing a coated steel material that forms a coating layer having an average thickness of 8 μm to 105 μm.
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