JP2001342576A - Method for manufacturing weather resistant steel - Google Patents

Method for manufacturing weather resistant steel

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Publication number
JP2001342576A
JP2001342576A JP2000167450A JP2000167450A JP2001342576A JP 2001342576 A JP2001342576 A JP 2001342576A JP 2000167450 A JP2000167450 A JP 2000167450A JP 2000167450 A JP2000167450 A JP 2000167450A JP 2001342576 A JP2001342576 A JP 2001342576A
Authority
JP
Japan
Prior art keywords
rust
solution
steel material
steel
iron
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000167450A
Other languages
Japanese (ja)
Inventor
Kimihiro Nishimura
公宏 西村
Kazuhiko Shiotani
和彦 塩谷
Akio Omori
章夫 大森
Fumimaru Kawabata
文丸 川端
Kenichi Amano
虔一 天野
Takumi Ugi
工 宇城
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP2000167450A priority Critical patent/JP2001342576A/en
Publication of JP2001342576A publication Critical patent/JP2001342576A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a method for manufacturing weather-resistant steel in which by forming a rust layer for corrosion prevention is formed on a surface of the steel for a short time to prevent a flow rust. SOLUTION: The method includes repeating treatments of feeding a solution including Fe ion of 0.010-2.0 mol/L on the surface of the steel on which surface layer the rust layer is formed, feeding an alkali solution having OH- concentration equivalent to the Fe ion concentration or more, and drying the surface of the steel, preferably for several times.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、耐候性鋼材の製造
方法に係わり、とくに鋼材表面に防食性を有した錆層を
早期に形成させ、流れ錆の発生を防止できる耐候性鋼材
の製造方法に関する。なお、本発明における鋼材には、
厚鋼板、薄鋼板、棒鋼、形鋼を含むものとする。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a weather-resistant steel material, and more particularly to a method for producing a weather-resistant steel material capable of forming a corrosion-resistant rust layer on the surface of a steel material at an early stage and preventing the occurrence of flow rust. About. In addition, in the steel material in the present invention,
It includes thick steel plates, thin steel plates, steel bars, and steel bars.

【0002】[0002]

【従来の技術】鋼中にP、Cu、Cr、Ni等の合金元素を添
加し大気中における耐食性を向上させた耐候性鋼では、
暴露環境において腐食の原因である酸素、水を通しにく
い安定錆と呼ばれる錆層を数年で形成し、地鉄の腐食が
抑制される。また、この安定錆は普通鋼に比べて暗褐色
で景観にも調和するので建築外装材や橋梁等の鋼構造物
に、最近使用が増えてきている。耐候性鋼は防錆塗料の
塗布が不要であり、いわゆる裸使用が可能な安価な高耐
食材料である。
2. Description of the Related Art Weather-resistant steel in which alloying elements such as P, Cu, Cr, and Ni are added to steel to improve corrosion resistance in the atmosphere,
A rust layer called stable rust, which is hard to penetrate oxygen and water, which is the cause of corrosion in an exposed environment, is formed in several years, and the corrosion of ground iron is suppressed. In addition, since the stable rust is dark brown in harmony with the landscape as compared with ordinary steel, it has recently been increasingly used for building exterior materials and steel structures such as bridges. Weather-resistant steel does not require the application of a rust-preventive paint, and is an inexpensive and highly corrosion-resistant material that can be used barely.

【0003】しかしながら、田園地帯で使用される場合
には従来の耐候性鋼は、安定錆が形成するまでには数年
かかり、その間、錆汁と呼ばれる流れ錆を発生させるた
め、景観上問題があった。さらに、耐候性鋼は、海岸地
帯では飛来する海塩粒子の作用により、安定錆が形成さ
れにくく、腐食の抑制が認められないという問題もあっ
た。
[0003] However, when used in the countryside, conventional weather-resistant steel takes several years to form stable rust, during which time flow rust called rust juice is generated. there were. Further, the weather-resistant steel has a problem in that stable rust is hardly formed due to the action of sea salt particles flying in the coastal zone, and the suppression of corrosion is not recognized.

【0004】このような問題に対し、これまで鋼材に対
して種々の処理法が検討されてきた。まず鋼板表面に塗
膜を形成し、鋼板表面と腐食環境とを遮断することが広
く行われている。しかしながら、耐候性鋼表面に塗膜を
形成する方法では、塗膜の防食性が高いため、安定錆層
が生成するまでに数10年の長期間を要し、その期間、塗
膜の劣化により剥離などが生じ、外観上見苦しくなる場
合があった。また、環境により特に劣化が激しい場合に
は再塗膜を施す必要が生じ、メンテナンスフリーで使用
できるという耐候性鋼材の利点を必ずしも生かしてはい
ないという問題があった。またさらに、塗膜下の腐食の
進行度合の違いにより、色むらが生じるという問題もあ
る。
[0004] To deal with such problems, various treatment methods have been studied for steel materials. First, it is widely practiced to form a coating film on the surface of a steel sheet to shut off the surface of the steel sheet from a corrosive environment. However, in the method of forming a coating film on the weather-resistant steel surface, it takes a long period of several tens of years before a stable rust layer is formed because the coating film has high corrosion resistance, and during that period, the deterioration of the coating film In some cases, peeling occurred and the appearance became unsightly. Further, when the deterioration is particularly severe due to the environment, it is necessary to apply a recoating film, and there is a problem that the advantage of the weather-resistant steel material, which can be used without maintenance, is not necessarily utilized. Furthermore, there is a problem that color unevenness occurs due to the difference in the degree of progress of corrosion under the coating film.

【0005】また、特開昭49-11739号公報には、鋼板表
面に水、腐食液あるいは両者を作用させて錆を形成させ
てから、半透性被膜を形成せしめた耐候性錆層形成鋼材
が開示されている。一方、塗膜を用いない方法として、
あらかじめ防食性能を有した錆層を形成し、流れ錆を防
止する手法も提案されている。例えば、特開平1-142088
号公報には、酸性溶液で鋼板表面を処理した後、リン酸
塩被膜を形成させることを特徴とする耐候性鋼の表面処
理方法が、また、特公平7-37672 号公報には、特殊な組
成からなる錆付け処理液で処理した錆付け耐候性鋼板
が、また、特許第2765425 号公報には、平均結晶粒径 2
00nm以下の錆層あるいは平均結晶粒径 200nm以下のα−
FeOOH で覆われている鋼材が、それぞれ開示されてい
る。
Japanese Patent Application Laid-Open No. 49-11739 discloses a weather-resistant rust-layer-forming steel material in which water, a corrosive liquid or both are applied to the surface of a steel sheet to form rust, and then a semipermeable coating is formed. Is disclosed. On the other hand, as a method without using a coating film,
A method of forming a rust layer having anticorrosion performance in advance and preventing flowing rust has also been proposed. For example, JP-A-1-42088
Japanese Patent Publication No. 7-37672 discloses a method for treating the surface of a weather-resistant steel, which comprises forming a phosphate film after treating the surface of the steel sheet with an acidic solution. A rust-resistant weathering steel sheet treated with a rust-treating solution having the composition described in Japanese Patent No. 2765425 is disclosed in Japanese Patent No. 2765425.
Rust layer of 00 nm or less or α-
Each steel material covered with FeOOH is disclosed.

【0006】[0006]

【発明が解決しようとする課題】特開昭49-11739号公報
に開示された耐候性錆層形成鋼材は、鋼材に半透性膜を
被覆して製造されるが、前処理として腐食液により鋼材
表面に錆を発生させ、流れ錆や剥離錆の抑制効果を高め
たものである。しかし、特開昭49-11739号公報の第2図
に示されるように、錆層そのものの防食効果が不十分で
あるうえ、錆促進処理と半透性膜形成処理という2つの
処理を行うため、工程が繁雑となる。
The steel material with a weather-resistant rust layer disclosed in Japanese Patent Application Laid-Open No. 49-11739 is manufactured by coating a steel material with a semi-permeable membrane. Rust is generated on the surface of the steel material, and the effect of suppressing flow rust and peeling rust is enhanced. However, as shown in FIG. 2 of JP-A-49-11739, the anticorrosion effect of the rust layer itself is insufficient, and two treatments, namely, a rust accelerating treatment and a semipermeable film forming treatment are performed. , The process becomes complicated.

【0007】これに対し、特開平1-142088号公報、特公
平7-37672 号公報、特許第2765425号公報に記載された
技術では、あらかじめ防食性能を有した錆層を形成し
て、塗料を用いずに流れ錆の生成を抑制するというもの
である。これらの技術においては、耐候性を有した錆層
の形成という点に主眼を置き、腐食処理液や錆層の形成
方法について検討されている。
On the other hand, in the techniques described in Japanese Patent Application Laid-Open No. 1-142088, Japanese Patent Publication No. 7-37672 and Japanese Patent No. 2765425, a rust layer having anticorrosion performance is formed in advance, and the paint is applied. It is to suppress the generation of flowing rust without using it. In these techniques, a method of forming a rust layer or a corrosion treatment liquid has been studied with a focus on forming a rust layer having weather resistance.

【0008】しかしながら、特開平1-142088号公報に記
載された技術では、pHが 2.3以下の酸性腐食液を1回塗
布し乾燥させて錆層を生成させ、その後にリン酸塩被膜
を形成させることを必須としている。しかし、リン酸塩
被膜は簡易な防錆処理(防錆プライマー処理)として知
られているものであり錆付けと防錆処理という2つの処
理を行うため、工程が繁雑であるという問題がある。
However, in the technique described in Japanese Patent Application Laid-Open No. 1-142088, an acidic corrosive solution having a pH of 2.3 or less is applied once and dried to form a rust layer, and then a phosphate film is formed. It is mandatory. However, the phosphate coating is known as a simple rust preventive treatment (rust preventive primer treatment), and has two problems of rusting and rust preventive treatment, so that the process is complicated.

【0009】また、特公平7-37672 号公報に記載された
技術では、腐食処理液に含まれるイオンの濃度を低く
し、実際の暴露環境に近い腐食を再現して、耐候性錆層
を形成したものである。しかしこの方法においても、特
公平7-37672 号公報の第1図に示されている様に、暴露
後初期の腐食抑制効果は必ずしも十分なものではなく、
この間にやはり流れ錆を発生するという問題があった。
さらに錆付け処理に数日という長期間を必要とすること
も問題であった。
According to the technique described in Japanese Patent Publication No. 7-37672, the concentration of ions contained in the corrosion treatment solution is reduced to reproduce the corrosion close to the actual exposure environment, thereby forming a weather-resistant rust layer. It was done. However, even in this method, as shown in FIG. 1 of Japanese Patent Publication No. 7-37672, the effect of inhibiting corrosion at an early stage after exposure is not always sufficient.
During this time, there was a problem that rust was generated.
Another problem is that the rusting process requires a long period of several days.

【0010】特許第2765425 号公報に開示されている平
均結晶粒径 200nm以下の錆層あるいは平均結晶粒径 200
nm以下のα−FeOOH で覆われている鋼材を得るために
は、硫酸クロム溶液を塗布して暴露するか、暴露によっ
て生じた錆上に同じく硫酸クロム溶液を塗布すればよ
い。しかし、溶液を塗布して暴露するだけでは、場所に
よっては降雨により硫酸クロムが流されてしまいその効
果が十分ではなく、同じ建造物あるいは橋梁で、場所に
よって錆の進行などにむらができて見苦しいという問題
があった。
A rust layer having an average crystal grain size of 200 nm or less or an average crystal grain size of 200 nm or less disclosed in Japanese Patent No. 2765425.
In order to obtain a steel material covered with α-FeOOH of nm or less, a chromium sulfate solution may be applied and exposed, or a chromium sulfate solution may be applied on rust generated by the exposure. However, simply applying the solution and exposing it is not sufficient because the chromium sulfate is washed away by rainfall in some places, and the effect is not enough.In the same building or bridge, the progress of rust etc. may be uneven depending on the place and it is unsightly There was a problem.

【0011】この技術に関連するものとして、特許第26
66673 号公報には、塗料中に硫酸クロム等の錆安定化に
効果のある物質を含有する塗料が開示されているが、前
述のように塗膜の防食性が高いため、安定錆層が生成す
るまでに長期間必要とするという問題がある。このよう
に、耐候性鋼板にあらかじめ防食性の錆層を生成させ
て、その後の暴露での流れ錆低減を図ることは検討され
てきたが、その効果は必ずしも十分なものではなかっ
た。
As related to this technology, Japanese Patent No.
No. 66673 discloses a paint containing a substance effective in stabilizing rust such as chromium sulfate in the paint, but as described above, a stable rust layer is formed due to the high anticorrosion properties of the coating film. There is a problem that it takes a long time to do so. As described above, it has been studied to form a corrosion-resistant rust layer on a weather-resistant steel sheet in advance to reduce the flow rust caused by subsequent exposure, but the effect was not always sufficient.

【0012】そこで、本発明は、鋼材表面に防食性に富
む錆層を短時間で生成し、流れ錆を低減できる耐候性鋼
材の製造方法を提案することを目的とする。
Accordingly, an object of the present invention is to propose a method for producing a weather-resistant steel material capable of forming a corrosion-resistant rust layer on the surface of a steel material in a short time and reducing flow rust.

【0013】[0013]

【課題を解決するための手段】本発明者らは、上記した
課題を達成するために、安定錆の生成について鋭意検討
した。その結果、安定錆にいたるまでの錆層は欠陥部が
多く、その欠陥部から腐食が進行し、流れ錆を発生させ
ることに思い至った。そして、本発明者らは、予め鋼材
表層に錆層を形成したのち、表面にFeイオンを含む溶液
を供給し、さらにアルカリ溶液を供給し乾燥させる処理
を施すことにより、形成された錆、FeOOH が錆層内部の
欠陥部に沈澱、固着し、欠陥部が減少して錆層における
腐食因子の遮断性が向上して、流れ錆の発生を防止でき
ることを見いだした。
Means for Solving the Problems In order to achieve the above-mentioned object, the present inventors have intensively studied the generation of stable rust. As a result, they came to the conclusion that the rust layer leading to stable rust had many defective portions, corrosion proceeded from the defective portions, and flow rust was generated. Then, after forming a rust layer on the surface of the steel material in advance, the present inventors supply a solution containing Fe ions to the surface, and further supply and dry an alkaline solution to form a rust, FeOOH Have been found to precipitate and adhere to the defective portion inside the rust layer, reduce the defective portion, improve the blocking of corrosion factors in the rust layer, and prevent the occurrence of flow rust.

【0014】本発明は、上記した知見に基づき、さらに
検討を加え完成されたものである。すなわち、本発明
は、予め表層に錆層を形成した鋼材の表面に、Feイオン
を0.01〜2mol/lを含む溶液を供給する鉄イオン供給処理
と、前記鋼材の表面に前記溶液のFeイオン濃度と当量以
上のOH- 濃度を有するアルカリ溶液を供給する水酸化物
イオン供給処理とを行ったのち、該鋼材表面を乾燥する
乾燥処理を行う工程を施すことを特徴とする耐候性鋼材
の製造方法であり、また、本発明では、前記工程を複数
回繰り返すことが好ましく、また、本発明では、前記錆
層は、鋼材表面をpH2.5 以上7.0 未満の溶液、より好
ましくはFe+2を0.05〜2.5g/l含有する溶液0.10〜5mg/cm
2 で湿潤しついで乾燥する処理を繰り返すことにより形
成するのが好ましい。
The present invention has been completed based on the above findings and further studies. That is, the present invention provides an iron ion supply process of supplying a solution containing 0.01 to 2 mol / l of Fe ions to the surface of a steel material in which a rust layer is formed on a surface layer in advance, and an Fe ion concentration of the solution on the surface of the steel material. And a hydroxide ion supply process for supplying an alkali solution having an OH - concentration equal to or higher than the equivalent, and then performing a drying process for drying the surface of the steel material. Further, in the present invention, it is preferable to repeat the above-mentioned step a plurality of times, and in the present invention, the rust layer is formed by coating the steel surface with a solution having a pH of 2.5 or more and less than 7.0, more preferably 0.05% Fe + 2 . 0.10-5mg / cm containing ~ 2.5g / l
It is preferably formed by repeating the process of wet and dry in 2 and drying.

【0015】[0015]

【発明の実施の形態】本発明では、鋼材の表層に錆層を
予め形成する。表層に予め形成する錆層は、人工的に生
成させても、あるいはまた、腐食環境下での暴露によっ
て形成させてもよい。表層に錆層を予め形成した鋼材の
表面に、Feイオンを含む溶液を供給する鉄イオン供給処
理と、アルカリ溶液を供給する水酸化物イオン供給処理
とを行う。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the present invention, a rust layer is previously formed on a surface layer of a steel material. The rust layer previously formed on the surface layer may be artificially formed or may be formed by exposure under a corrosive environment. An iron ion supply process for supplying a solution containing Fe ions and a hydroxide ion supply process for supplying an alkali solution are performed on the surface of a steel material having a rust layer formed on the surface layer in advance.

【0016】Feイオンを含む溶液を鋼材表面に供給する
鉄イオン供給処理を行うと、錆層の欠陥部にFeイオン
(Fe2+、Fe3+)が浸透する。次に、OH- を含む溶液(ア
ルカリ溶液)を供給する水酸化物イオン供給処理を行う
と、錆層内の欠陥部で、 Fe2++ 2OH- →Fe(OH)2 Fe3++ 3OH- →Fe(OH)3 ……… (1) なる反応が進行し、水酸化鉄の沈澱物が生成する。さら
に鋼板表面を乾燥する乾燥処理を行うと、 Fe(OH)2 +1/4O2 →FeOOH +1/2H2O Fe(OH)3 →FeOOH +H2O ……… (2) なる反応が進行し、FeOOH が錆として錆層内の欠陥部に
人工的に沈澱、固着される。これにより、錆層内の欠陥
部は大きさ、数ともに減少し、錆層における腐食因子の
遮断性が向上し、流れ錆の発生が抑制される。
When an iron ion supply process for supplying a solution containing Fe ions to the surface of a steel material is performed, Fe ions (Fe 2+ , Fe 3+ ) penetrate into defective portions of the rust layer. Next, OH - solution containing Doing hydroxide ion supplying process for supplying the (alkaline solution), the defect portion of the rust layer, Fe 2+ + 2OH - → Fe (OH) 2 Fe 3+ + 3OH - → Fe (OH) 3 ... (1) The following reaction proceeds, and a precipitate of iron hydroxide is formed. Further, when a drying treatment for drying the surface of the steel sheet is performed, the reaction of Fe (OH) 2 + 1 / 4O 2 → FeOOH + 1 / 2H 2 O Fe (OH) 3 → FeOOH + H 2 O (2) proceeds, FeOOH is artificially precipitated and fixed as rust on the defect in the rust layer. Thereby, both the size and the number of the defective portions in the rust layer are reduced, the blocking property of the corrosion factor in the rust layer is improved, and the generation of flowing rust is suppressed.

【0017】以上は、Feイオンを含む溶液を先に鋼板表
面に供給する例を説明したが、アルカリ溶液を先に供給
しても、本質的に変わらない。Feイオンを含む溶液を供
給する鉄イオン供給工程と、OH- を供給する水酸化物イ
オン供給工程とは工程の順序はどちらが先でも問題はな
い。本発明の鉄イオン供給処理で用いる溶液は、Feイオ
ンを0.01〜2mol/l含有する溶液とする。Feイオン濃度が
0.01mol/l 未満では、錆層内部に浸透する鉄量が少な
く、結果的に錆沈澱物の量が不十分となり、欠陥部サイ
ズの低減効果が少ない。一方、Feイオン濃度が2mol/lを
超えると、溶液の腐食性が強く地鉄の著しい溶解を起こ
す。このようなことから、鉄イオン供給処理で用いる溶
液のFeイオン濃度は0.01〜2mol/lに限定した。
In the above, the example in which the solution containing Fe ions is first supplied to the surface of the steel sheet has been described. However, even if the alkaline solution is supplied first, there is essentially no change. Solution and iron ion supply step of supplying a containing Fe ions, OH - no problem in either the earlier order of steps and the hydroxide ion supply step of supplying a. The solution used in the iron ion supply treatment of the present invention is a solution containing 0.01 to 2 mol / l of Fe ions. Fe ion concentration
If it is less than 0.01 mol / l, the amount of iron penetrating into the inside of the rust layer is small, and as a result, the amount of rust precipitate becomes insufficient, and the effect of reducing the size of the defective portion is small. On the other hand, when the Fe ion concentration exceeds 2 mol / l, the corrosiveness of the solution is strong and the base iron is significantly dissolved. For this reason, the Fe ion concentration of the solution used in the iron ion supply treatment was limited to 0.01 to 2 mol / l.

【0018】溶液中のFeイオンの形態としては、一般的
にはFe2+、Fe3+があるが、本発明にはそのどちらでも用
いることができる。Feイオンを含む溶液の具体的な調整
方法としては、塩化鉄(II)、塩化鉄(III )、硫酸鉄
(II)、硫酸鉄(III )等を所定量、水に溶解させる方
法が好ましい。本発明の水酸化物イオン供給処理で用い
る、OH- を含む溶液(アルカリ溶液)は、Feイオンを含
む溶液中のFeイオン濃度の当量以上のOH- 濃度を有する
アルカリ溶液とする。Feイオンの形態として、Fe2+、Fe
3+があるが、Feイオンを含む溶液のFe2+濃度がXmol/l
、Fe3+濃度がYmol/l である場合には、OH- を含む溶
液(アルカリ溶液)のOH- 濃度は、Feイオン濃度の当量
以上、すなわち、(2X+3Y)mol/l 以上とするのが好ま
しい。OH- を含む溶液(アルカリ溶液)のOH- 濃度は、
Feイオンの当量以上であればよく、あまりに濃度を高く
することは経済的に不利となる。
As the form of Fe ions in the solution, there are generally Fe 2+ and Fe 3+ , and either of them can be used in the present invention. As a specific method for adjusting the solution containing Fe ions, a method in which a predetermined amount of iron chloride (II), iron chloride (III), iron sulfate (II), iron sulfate (III), or the like is dissolved in a predetermined amount is preferable. It used a hydroxide ion supply process of the present invention, OH - solution (alkaline solution) containing the equivalent or more of OH of Fe ion concentration in the solution containing Fe ions - and an alkaline solution having a concentration. Fe 2+ , Fe
3+, but the Fe 2+ concentration of the solution containing Fe ions is Xmol / l
When the Fe 3+ concentration is Ymol / l, the OH concentration of the solution containing OH (alkali solution) should be equal to or more than the equivalent of the Fe ion concentration, that is, (2X + 3Y) mol / l or more. preferable. OH - OH solution (alkaline solution) containing - concentration,
It is sufficient that the concentration is equal to or more than the equivalent of Fe ion, and it is economically disadvantageous to make the concentration too high.

【0019】OH- を含む溶液(アルカリ溶液)は、
(1)式に示すように、鉄イオンと結合して鉄水酸化物
を生成するに必要十分なOH- 量、すなわちFeイオンの当
量以上の水酸化物イオンを供給することができる濃度を
有していればよい。OH- 濃度がFeイオンの当量未満で
は、未反応のFe2+またはFe3+が残留し、そのまま腐食環
境で暴露されると、腐食が促進し、流れ錆を発生する。
[0019] OH - solution containing the (alkaline solution),
(1) As shown in equation necessary and sufficient OH to produce iron hydroxide in combination with iron - amount, i.e. have a density that can supply more equivalents of hydroxide ions Fe ions Just do it. If the OH - concentration is less than the equivalent of Fe ions, unreacted Fe 2+ or Fe 3+ remains. If exposed in a corrosive environment as it is, corrosion is accelerated and flow rust is generated.

【0020】なお、アルカリ溶液のOH- 濃度は、Feイオ
ンの当量の3倍までが実用的である。アルカリ溶液の具
体的な調整方法は、水酸化ナトリウム、水酸化カリウム
等を所定量、水に溶解させる方法が好ましい。なお、工
業的には水酸化ナトリウムを用いるのが安価である。鉄
イオン供給処理と、水酸化物イオン供給処理とを行った
のち、鋼材の表面を乾燥する乾燥処理を行う。乾燥処理
を行うことにより、(2)式に示す反応により、錆層内
の欠陥部に、鉄錆、FeOOH が固着する。これにより、錆
層内の欠陥部が修復され、欠陥部が減少する。
The OH - concentration of the alkaline solution is practically up to three times the equivalent of Fe ions. As a specific method of adjusting the alkali solution, a method of dissolving a predetermined amount of sodium hydroxide, potassium hydroxide, or the like in water is preferable. In addition, it is inexpensive to use sodium hydroxide industrially. After performing the iron ion supply treatment and the hydroxide ion supply treatment, a drying treatment for drying the surface of the steel material is performed. By performing the drying treatment, iron rust and FeOOH are fixed to the defective portion in the rust layer by the reaction shown in equation (2). Thereby, the defective part in the rust layer is repaired, and the defective part is reduced.

【0021】乾燥処理後は、鋼板表面を洗浄するのが好
ましい。これはFeイオンとアルカリの反応によって鉄水
酸化物が生じると同時に生成される塩化物や硫酸塩を洗
い流すためと、固着しない鉄錆を除去するためである。
鋼材に、鉄イオン供給処理と、水酸化物イオン供給処理
とを行ったのち、乾燥処理を行う工程を一回でなく複数
回繰り返すことにより、錆層内の欠陥部の修復の程度が
増し、錆層における腐食因子の遮断性がより向上する。
After the drying treatment, the surface of the steel sheet is preferably cleaned. This is to wash off chlorides and sulfates generated at the same time that iron hydroxide is generated by the reaction between Fe ions and alkali, and to remove iron rust that does not adhere.
After performing the iron ion supply treatment and the hydroxide ion supply treatment on the steel material, the degree of repair of the defective portion in the rust layer is increased by repeating the process of performing the drying treatment a plurality of times instead of once. The blocking of corrosion factors in the rust layer is further improved.

【0022】本発明では、予め鋼材の表層に形成される
錆層は、人工的に生成させても、あるいはまた、腐食環
境下での暴露によって形成させてもよいが、人工的に生
成させる場合には、鋼板表面に酸性溶液で湿潤しついで
乾燥する処理を繰り返す処理を施すのが好ましい。酸性
溶液はpH2.5 以上7未満の溶液で、水溶液とするのが
好ましい。しかし、pH2.5 未満の強酸性液では、地鉄
の溶解は十分な速度で進行するものの、密着性に富む錆
層が形成しにくくなる。pHを2.5 以上7未満の溶液と
しては、硫酸、塩酸、硝酸、リン酸、ホウ酸などを水で
希釈した水溶液が、pH調整も簡単で好適である。さら
に錆層の防食性をさらに高めるには、溶液にFe2+を0.05
〜2.5g/l含有させるのが好ましい。原理は明らかではな
いが、Fe2+は腐食を促進し錆層の形成を早め、錆層の防
食性も向上させる効果を有する。この効果は0.05g/l以
上で顕著となるが、2.5g/l超では腐食性が強すぎて密着
性のさび層を形成しない。
In the present invention, the rust layer previously formed on the surface layer of the steel material may be artificially formed or may be formed by exposure in a corrosive environment. Preferably, the steel sheet is subjected to a treatment in which the surface of the steel sheet is repeatedly wetted with an acidic solution and then dried. The acidic solution is a solution having a pH of 2.5 or more and less than 7, and is preferably an aqueous solution. However, in a strongly acidic solution having a pH of less than 2.5, although the dissolution of the base iron proceeds at a sufficient rate, it is difficult to form a rust layer having high adhesion. As the solution having a pH of 2.5 or more and less than 7, an aqueous solution obtained by diluting sulfuric acid, hydrochloric acid, nitric acid, phosphoric acid, boric acid, or the like with water is preferable because the pH can be easily adjusted. To further increase the corrosion protection of the rust layer, add 0.05% Fe 2+ to the solution.
Preferably, the content is up to 2.5 g / l. Although the principle is not clear, Fe 2+ has the effect of accelerating corrosion, accelerating the formation of a rust layer, and improving the corrosion resistance of the rust layer. This effect is remarkable at 0.05 g / l or more. However, at more than 2.5 g / l, the corrosiveness is too strong to form an adhesive rust layer.

【0023】Fe2+含有溶液を作製するには、硫酸鉄、塩
化鉄、硝酸鉄等の鉄塩の1種または2種以上を所定のFe
2+濃度になるように水に溶解すればよい。0.05〜2.5g/l
Fe2+含有溶液にさらに第3成分として、Fe3+、Cu2+、Ni
2+、Co2+、Cr3+、PO4 3- の1種または2種以上を組合せ
てもよい。これにより、錆がより微細化し、より良好な
防食性を有する錆層が形成される。
In order to prepare an Fe 2+ -containing solution, one or more iron salts such as iron sulfate, iron chloride, and iron nitrate are added to a predetermined Fe
It may be dissolved in water so as to have a 2+ concentration. 0.05-2.5g / l
As a further third component to Fe 2+ containing solution, Fe 3+, Cu 2+, Ni
One or more of 2+ , Co 2+ , Cr 3+ , and PO 4 3- may be used in combination. As a result, the rust becomes finer, and a rust layer having better corrosion resistance is formed.

【0024】また、鋼材表面を湿潤状態とするための液
の量は、0.10〜5mg/cm2(鋼材表面1cm2 当たり0.10〜
5mg)とするのが好ましい。0.10mg/cm2未満では、液が
不足して腐食の進行が遅くなるばかりか、液量の制御が
実質的に困難で、すぐに蒸発してしまうなど、むらがで
きやすい。一方、液量5mg/cm2超では、地鉄界面への酸
素の供給が不十分となり、腐食生成物として非密着性の
Fe3O4 を生じ耐候性錆層が形成されにくい。
The amount of the liquid for making the surface of the steel material wet is 0.10 to 5 mg / cm 2 (0.10 to 5 mg / cm 2 per 1 cm 2 of the steel material surface).
5 mg). When the concentration is less than 0.10 mg / cm 2 , the progress of the corrosion is slowed down due to a shortage of the liquid, and the control of the liquid amount is substantially difficult, and the liquid tends to evaporate immediately, which tends to cause unevenness. On the other hand, if the liquid amount is more than 5 mg / cm 2 , the supply of oxygen to the iron base interface becomes insufficient,
Fe 3 O 4 is generated and a weather-resistant rust layer is not easily formed.

【0025】なお、乾湿を繰り返すサイクルにおいて、
1サイクル当たりの湿状態の保持時間は5〜60分とする
のが好ましい。また、乾湿の繰り返し回数(乾湿サイク
ル回数)は、2回以上、好ましくは10回以上である。乾
湿サイクル回数を増すことにより錆層を厚みを増し10回
以上処理すれば暴露環境での流れ錆防止効果がある。し
かし、あまりに乾湿サイクル回数を増しても錆層の防食
性は飽和する傾向にあり、時間を費やすだけで、経済的
にも好ましくない。
In the cycle of repeated wet and dry,
The retention time of the wet state per cycle is preferably 5 to 60 minutes. The number of repetitions of the wet and dry cycles (the number of dry and wet cycles) is 2 or more, preferably 10 or more. By increasing the thickness of the rust layer by increasing the number of dry and wet cycles and treating it 10 times or more, there is an effect of preventing flow rust in an exposed environment. However, even if the number of drying and wet cycles is excessively increased, the anticorrosion property of the rust layer tends to be saturated, which is time-consuming and is not economically preferable.

【0026】本発明では、表層に錆層を形成する鋼材と
しては、JIS G 3114に規定される溶接構造用耐候性熱間
圧延鋼材がいずれも好適に使用できる。また、とくに海
岸地帯での使用に供する場合には、例えば、質量%で、
C:0.001 〜0.025 %、Si:0.60%以下、Mn:0.10〜3.
00%、P:0.005 〜0.030 %、S:0.01%以下、Al:0.
10%以下、Cu:0.1 〜1.5 %、Ni:0.1 〜6.0 %、B:
0.0001〜0.0050%を含み、あるいはさらにMo:0.005 〜
0.5 %、および/またはNb:0.005 〜0.20%、V:0.00
5 〜0.20%、Ti:0.005 〜0.20%、REM :0.02%以下の
うちから選ばれた1種または2種以上をを含み、かつ次
(1)式 (11P+4.0 Cu+3.1 Ni+2.6 Mo)/(1−0.1(10000 B)0.35)≧1+13X …………(1) (ここに、P、Cu、Ni、Mo、B:各元素の含有量(質量
%)、X:ガーゼ法で測定した飛来塩分量(mg/dm2/da
y) )を満足し、残部Feにおよび不可避的不純物からな
る高海岸耐候性鋼材が、好適である。
In the present invention, as the steel material forming the rust layer on the surface layer, any weather-resistant hot-rolled steel material for a welded structure specified in JIS G 3114 can be suitably used. In addition, particularly when used in coastal areas, for example,
C: 0.001 to 0.025%, Si: 0.60% or less, Mn: 0.10 to 3.
00%, P: 0.005 to 0.030%, S: 0.01% or less, Al: 0.
10% or less, Cu: 0.1-1.5%, Ni: 0.1-6.0%, B:
0.0001 to 0.0050%, or Mo: 0.005 to
0.5% and / or Nb: 0.005 to 0.20%, V: 0.00
5 to 0.20%, Ti: 0.005 to 0.20%, REM: 0.02% or less, and contains the following formula (1): (11P + 4.0Cu + 3.1Ni + 2.6Mo) ) / (1−0.1 (10000 B) 0.35 ) ≧ 1 + 13X (1) (where, P, Cu, Ni, Mo, B: content (% by mass) of each element, X: by gauze method) Measured incoming salt (mg / dm 2 / da
y))), a high-shore weather-resistant steel material which satisfies (i)) and comprises the balance of Fe and inevitable impurities is preferred.

【0027】本発明により、耐候性鋼材表面に高い防食
性を有した錆層を短期間で形成でき、これにより無塗装
使用時の流れ錆発生が大幅に低減し、景観上あるいは環
境汚染の問題が解決されるうえ、この効果は安定錆が形
成されにくいとされる海岸地帯でも発揮され、海岸に近
い地域でも耐候性鋼材の流れ錆発生は格段に低減する。
According to the present invention, a rust layer having a high anticorrosion property can be formed on the surface of a weather-resistant steel in a short period of time, thereby greatly reducing the generation of flowing rust when unpainted and used, and causing a problem of landscape or environmental pollution. In addition to this, this effect is also exerted in coastal areas where stable rust is hardly formed, and the occurrence of flowing rust of weather-resistant steel is significantly reduced even in areas near the coast.

【0028】[0028]

【実施例】表1に示す組成を有する2種類の鋼材A、B
から 100×50×10mm3 の寸法の試験片を採取し、表面を
ショットブラスト加工したのち、試験に供した。鋼材A
はJIS G 3114に規定された耐候性鋼板であり、鋼材Bは
海岸での耐候性を改善した高海岸耐候性鋼板である。
EXAMPLES Two types of steel materials A and B having the compositions shown in Table 1 are shown.
A test piece having a size of 100 × 50 × 10 mm 3 was sampled from the sample, the surface was shot blasted, and then subjected to a test. Steel material A
Is a weather-resistant steel sheet specified in JIS G 3114, and steel material B is a high shore weather-resistant steel sheet having improved shore weather resistance.

【0029】まず、試験片(鋼材)Sを図1に示すよう
な試験槽1内に置き、次のような錆促進処理を行い、試
験片(鋼材)S表層に錆層を形成した。錆促進処理はつ
ぎのように行った。複数の試験片(鋼材)Sを槽1内に
置き、槽1上部に設置したスプレー式のノズル4により
錆促進処理用溶液を試験片(鋼材)S表面に4.0mg /cm
2 供給して、試験片S表面を湿状態にした。ノズル4の
配置は試験片毎に同じ量が供給されるように設定した。
ノズル4へは溶液タンク2内に貯えた錆促進処理用溶液
をポンプ3にて送給した。試験片(鋼材)S表面上の溶
液量はスプレー時間を変えることにより調整した。錆促
進処理用溶液供給後、加湿装置5を用いて槽1内を高湿
度雰囲気(湿度80%以上)に保ち、試験片(鋼材)S表
面上の溶液の蒸発逃散を防いだ。この湿状態を所定の保
持時間(10min )だけ継続させた後、乾燥ブロワ6によ
り乾燥したエアを槽1内に導入し、試験片(鋼材)S表
面を強制乾燥した。次に、試験片(鋼材)S表面に大量
の洗浄水で洗浄し、再度強制乾燥した。この湿潤(湿状
態)−乾燥のサイクルを所定の回数( 100サイクル)繰
り返した。
First, a test piece (steel material) S was placed in a test tank 1 as shown in FIG. 1, and the following rust accelerating treatment was performed to form a rust layer on the surface of the test piece (steel material) S. The rust acceleration treatment was performed as follows. A plurality of test pieces (steel materials) S are placed in the tank 1 and a spray-type nozzle 4 installed on the upper part of the tank 1 is used to apply a rust-promoting treatment solution to the surface of the test piece (steel materials) S at 4.0 mg / cm
2 was supplied to make the surface of the test piece S wet. The arrangement of the nozzles 4 was set such that the same amount was supplied to each test piece.
The solution for rust accelerating treatment stored in the solution tank 2 was fed to the nozzle 4 by the pump 3. The amount of the solution on the surface of the test piece (steel material) S was adjusted by changing the spray time. After supplying the rust-promoting solution, the inside of the tank 1 was kept in a high-humidity atmosphere (80% or more humidity) using the humidifier 5 to prevent the solution from evaporating and escaping on the surface of the test piece (steel material) S. After keeping this wet state for a predetermined holding time (10 min), air dried by the drying blower 6 was introduced into the tank 1 to forcibly dry the surface of the test piece (steel material) S. Next, the surface of the test piece (steel material) S was washed with a large amount of washing water, and forcedly dried again. This wet (wet state) -dry cycle was repeated a predetermined number of times (100 cycles).

【0030】錆促進処理用溶液として、Fe2+濃度1.5g/
l、pH3.8 (塩酸によりpH調整)の溶液を用いた。上記
した工程により、試験片(鋼材)S表層に厚さ約30μm
の錆層が均一に生成された。なお、一部の試験片では比
較として、錆促進処理を行なった。上記した錆促進処理
により表層に錆層を形成した試験片(鋼材)に、つい
で、図1に示す同じ槽内において、鉄イオン供給処理を
行ったのち、水酸化物イオン供給処理を行った。なお、
鉄イオン供給処理、水酸化物イオン供給処理とも、表2
に示す条件で、添加する鉄塩(添加材)の種類と、Feイ
オン濃度を変化した水溶液を用いた。なお、比較とし
て、一部の条件では、鉄イオン供給処理、水酸化物イオ
ン供給処理とも行わなかった(条件No.16 )。
As a solution for rust acceleration treatment, Fe 2+ concentration 1.5 g /
l, pH 3.8 (pH adjusted with hydrochloric acid) solution was used. By the above-mentioned process, about 30μm thick on the surface layer of test piece (steel material) S
A rust layer was uniformly formed. In addition, some test pieces were subjected to rust acceleration treatment for comparison. The test piece (steel material) having the rust layer formed on the surface layer by the above-mentioned rust acceleration treatment was subjected to an iron ion supply treatment in the same tank shown in FIG. 1 and then to a hydroxide ion supply treatment. In addition,
Table 2 shows both iron ion supply processing and hydroxide ion supply processing.
Under the conditions shown in (1), an aqueous solution in which the type of iron salt (additive) to be added and the Fe ion concentration were changed was used. For comparison, under some conditions, neither the iron ion supply treatment nor the hydroxide ion supply treatment was performed (condition No. 16).

【0031】鉄イオン供給処理では、表2に示す種類、
濃度のFeイオンを含む溶液aを、試験片(鋼材)表面に
5mg/cm2 供給した。また、水酸化物イオン供給処理で
は、表2に示すOH- 濃度のアルカリ溶液bを試験片(鋼
材)表面に5mg/cm2 供給した。これらの処理を行ったの
ち、ついで、エアーを導入して試験片(鋼材)表面を乾
燥する乾燥処理を行った。なお、一部のサンプルについ
ては鉄イオン供給処理、水酸化物イオン供給処理および
乾燥処理からなる工程を複数回繰返した。最後に、試験
片(鋼材)表面を大量の水によって洗浄して、再度乾燥
させて処理を終了した。
In the iron ion supply process, the types shown in Table 2
Solution a containing Fe ions at a high concentration is applied to the surface of the test piece (steel).
5 mg / cm 2 was supplied. In the hydroxide ion supply treatment, an alkali solution b having an OH - concentration shown in Table 2 was supplied to the surface of the test piece (steel material) at 5 mg / cm 2 . After performing these treatments, a drying treatment for drying the surface of the test piece (steel material) by introducing air was performed. In addition, about some samples, the process which consists of iron ion supply processing, hydroxide ion supply processing, and drying processing was repeated several times. Finally, the surface of the test piece (steel material) was washed with a large amount of water and dried again to complete the treatment.

【0032】処理後、槽から試験片(鋼材)を取り出
し、鋼材Aについては田園地帯および海岸地帯で、鋼材
Bについては海岸地帯で3ヶ月間暴露し、流れ錆の発生
状況を調査した。流れ錆の発生状況は、試験片(鋼材)
表面を流れた雨水をポリエチレン瓶し補集して、1ヶ月
ごとに回収し、溶液中の錆量および鉄イオンを定量し、
3ヶ月分を合計して全流出鉄量(mg)とし、流れ錆の発
生状況を評価した。
After the treatment, the test piece (steel material) was taken out of the tank, and the steel material A was exposed for 3 months in the countryside and the coastal zone, and the steel material B was exposed for 3 months in the coastal zone, and the generation of flowing rust was examined. The occurrence of flow rust is indicated by the test piece (steel)
The rainwater flowing on the surface was collected in a polyethylene bottle and collected every month, and the amount of rust and iron ions in the solution were quantified,
The total amount of iron effluent (mg) for the three months was totaled to evaluate the occurrence of flow rust.

【0033】これらの結果を表2に示す。Table 2 shows the results.

【0034】[0034]

【表1】 [Table 1]

【0035】[0035]

【表2】 [Table 2]

【0036】[0036]

【表3】 [Table 3]

【0037】[0037]

【表4】 [Table 4]

【0038】以下、条件No. iで処理された鋼材A、B
の試験片を試験No. Ai 、No. Biと称する。試験No.
A15、No. B15は、比較のために、錆促進処理を施した
ままで暴露試験したものである。また、No. A16、No.
B16は、錆促進処理も行わず無処理で暴露試験したもの
(裸暴露材)である。No. A16は、田園地帯で多くの流
れ錆を発生し、海岸地帯ではさらに多くの流れ錆を発生
した。No. B16は、海岸地帯での流れ錆がNo. A16より
も低減したが、田園地帯でのNo. A16と同程度に発生し
た。これに対し、錆促進処理をおこなったNo. A15、N
o. B15は裸暴露材(No.A16、No. B16)に対して、流
れ錆の量が低減している。
Hereinafter, steel materials A and B treated under the condition No. i
Are referred to as test Nos. Ai and No. Bi. Test No.
A15 and No. B15 were subjected to an exposure test with the rust accelerating treatment performed for comparison. No. A16, No.
B16 is the one subjected to an exposure test without any rust accelerating treatment without any treatment (bare exposed material). No. A16 generated much flow rust in the countryside and even more in the coastal area. In No. B16, the flow rust in the coastal area was reduced compared to No. A16, but it was generated to the same extent as in No. A16 in the rural area. On the other hand, No. A15, N
o. For B15, the amount of run-through rust is reduced compared to bare exposed materials (No. A16, No. B16).

【0039】試験No. A1〜No. A5、No. B1〜No.
B5は、添加材として塩化鉄(II)を使用した鉄イオン
を含む溶液で鉄イオン供給処理を行った本発明例であ
る。これらは、鉄イオンを含む溶液の濃度とアルカリ溶
液の濃度が適正であるため、流れ錆の量が錆促進処理を
行ったのみのNo. A15、No. B15よりも低減している。
また、No. A11、No. A12、No. B11、No. B12は本発
明の工程を複数回繰返したものであり、さらに流れ錆の
低減効果がある。
Test No. A1 to No. A5, No. B1 to No.
B5 is an example of the present invention in which iron ion supply treatment was performed using a solution containing iron ions using iron (II) chloride as an additive. Since the concentration of the solution containing iron ions and the concentration of the alkaline solution are appropriate, the amount of flowing rust is lower than that of No. A15 and No. B15 which have only been subjected to the rust accelerating treatment.
No. A11, No. A12, No. B11, and No. B12 are obtained by repeating the process of the present invention a plurality of times, and further have an effect of reducing flowing rust.

【0040】試験No. A13、No. A14、No. B13、No.
B14は、添加材として硫酸鉄(II)を使用した鉄イオン
を含む溶液で鉄イオン供給処理を行った本発明例であ
る。これらは、いずれも処理条件が適正なため流れ錆が
低減している。これに対し、Feイオン濃度が本発明の範
囲を外れる条件で処理された、試験No. A6〜No. A
8、No. B6〜No. B8、および、OH- 濃度が本発明の
範囲を外れる条件のアルカリ溶液で処理されたNo. A
9、No. A10、No. B9、No. B10では錆促進処理のみ
の比較例であるNo. A15、No. B15に比べて流れ錆の低
減効果はなかった。
Test No. A13, No. A14, No. B13, No.
B14 is an example of the present invention in which iron ion supply treatment was performed using a solution containing iron ions using iron (II) sulfate as an additive. In all of these, flowing rust is reduced because the processing conditions are appropriate. On the other hand, Test Nos. A6 to No. A, which were treated under the condition that the Fe ion concentration was out of the range of the present invention, were used.
8, No. B6 to No. B8, and No. A treated with an alkaline solution having an OH - concentration outside the range of the present invention.
No. 9, No. A10, No. B9 and No. B10 did not have the effect of reducing the flowing rust as compared with No. A15 and No. B15 which are the comparative examples using only the rust accelerating treatment.

【0041】試験No. A17〜No. A22、No. B17〜No.
B22は、添加材として塩化鉄(III)を使用した鉄イオ
ンを含む溶液で鉄イオン供給処理を行った本発明例であ
る。これらは、鉄イオンを含む溶液の濃度とアルカリ溶
液の濃度が本発明の範囲内で適正であったため、錆促進
処理のみの比較例であるNo. A15、No. B15よりも流れ
錆の量が低減している。また、No. A28、No. A29、N
o. B28、No. B29は、本発明の工程を複数回繰返した
ものであり、さらに流れ錆の低減効果がある。
Test No. A17 to No. A22, No. B17 to No.
B22 is an example of the present invention in which iron ion supply treatment was performed using a solution containing iron ions using iron (III) chloride as an additive. Since the concentration of the solution containing iron ions and the concentration of the alkaline solution were appropriate within the range of the present invention, the amount of flowing rust was lower than that of No. A15 and No. Has been reduced. No. A28, No. A29, N
o. B28 and No. B29 are obtained by repeating the process of the present invention a plurality of times, and further have an effect of reducing flowing rust.

【0042】試験No. A30〜No. A32、No. B30〜No.
B32は添加材として硫酸鉄(III )を使用した鉄イオン
を含む溶液で鉄イオン供給処理を行った本発明例であ
る。これらは、いずれも処理条件が適正なため流れ錆が
低減している。これに対し、Feイオン濃度が本発明の範
囲を外れる条件で処理された、試験No. A23〜No. A2
5、No. B23〜No. B25、および、OH- 濃度が本発明の
範囲を外れる条件のアルカリ溶液で処理されたNo. A2
6、No. A27、No. B26、No. B27では、錆促進処理の
みの比較例であるNo. A15、No. B15に比べて流れ錆の
低減効果はなかった。
Test No. A30 to No. A32, No. B30 to No.
B32 is an example of the present invention in which iron ion supply treatment was performed using a solution containing iron ions using iron (III) sulfate as an additive. In all of these, flowing rust is reduced because the processing conditions are appropriate. On the other hand, Test Nos. A23 to A2, which were treated under the condition that the Fe ion concentration was out of the range of the present invention, were used.
5, No. B23 to No. B25, and No. A2 treated with an alkaline solution having an OH - concentration outside the range of the present invention.
6, No. A27, No. B26, and No. B27 did not have the effect of reducing the flowing rust as compared with No. A15 and No. B15, which are comparative examples using only the rust accelerating treatment.

【0043】試験No. A33〜No. A38、No. B33〜No.
B38は、添加材として塩化鉄(II)と塩化鉄(III )の
両方を使用した鉄イオンを含む溶液で鉄イオン供給処理
を行った本発明例である。これらは、いずれもFeイオン
濃度とOH- 濃度が適正であるため、錆促進処理のみの比
較例であるNo. A15、No. B15に比べて流れ錆の量が低
減している。また、No. A43、No. A44、No. B43、N
o. B44は、本発明の工程を複数回繰返したものであ
り、さらに流れ錆の低減効果がある。
Test No. A33 to No. A38, No. B33 to No.
B38 is an example of the present invention in which an iron ion supply treatment was performed using a solution containing iron ions using both iron (II) chloride and iron (III) chloride as additives. These are all Fe ion concentration and OH -. Since the concentration is appropriate, the amount of flow rust as compared to No. A15, No B15 is a comparative example of a rust-promoting treatment only is reduced. No. A43, No. A44, No. B43, N
o. B44 is obtained by repeating the process of the present invention a plurality of times, and has an effect of reducing flow rust.

【0044】試験No. A45、No. B45は、添加材として
硫酸鉄(II)、塩化鉄(III )を使用した鉄イオンを含
む溶液で鉄イオン供給処理を行った本発明例である。ま
たNo. A46、No. A47、No. B46、No. B47は、、添加
材として硫酸鉄(II) 、塩化鉄(III )を用いたもので
ある。これらは、いずれも処理条件が適正なため流れ錆
が低減している。
Test Nos. A45 and B45 are examples of the present invention in which iron ion supply treatment was performed using a solution containing iron ions using iron (II) sulfate and iron (III) chloride as additives. No. A46, No. A47, No. B46 and No. B47 use iron (II) sulfate and iron (III) chloride as additives. In all of these, flowing rust is reduced because the processing conditions are appropriate.

【0045】これに対し、Feイオン濃度が本発明の範囲
を外れるNo. A39、No. A40、No.B39、No. B40、お
よびOH- 濃度が本発明の範囲を外れるNo. A41、No. A
42、No. B41、No. B42は、錆促進処理のみの比較例で
あるNo. A15、No. B15に比べて流れ錆の低減効果はな
かった。
On the other hand, No. A39, No. A40, No. B39, No. B40 whose Fe ion concentration is out of the range of the present invention, and No. A41 and No. A4 whose OH - concentration is out of the range of the present invention. A
No. 42, No. B41 and No. B42 did not have the effect of reducing the flowing rust as compared with No. A15 and No. B15 which were the comparative examples only with the rust accelerating treatment.

【0046】[0046]

【発明の効果】本発明によれば、田園地帯、海岸地帯で
無塗装で使用される耐候性鋼材、高海岸耐候性鋼材など
の鋼材の表面に防食性に富む錆層を短期に形成すること
ができ、無塗装使用時の流れ錆の発生を低減できる耐候
性鋼材の生産性を向上でき、産業上格段の効果を奏す
る。また、流れ錆の発生を低減でき、環境上・景観上、
優れた効果を期待できる。
According to the present invention, it is possible to form a corrosion-resistant rust layer on the surface of a steel material such as a weather-resistant steel material or a high shore weather-resistant steel material used without painting in a rural area or a coastal area in a short time. It is possible to improve the productivity of weather-resistant steel materials that can reduce the occurrence of flow rust when unpainted is used, and achieve a remarkable industrial effect. In addition, the generation of run-off rust can be reduced,
Excellent effect can be expected.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施に好適な試験装置を示す模式図で
ある。
FIG. 1 is a schematic diagram showing a test apparatus suitable for carrying out the present invention.

【符号の説明】[Explanation of symbols]

1 槽 2 溶液タンク 3 ポンプ 4 ノズル 5 加湿装置 6 乾燥ブロワ S 試験片(鋼材) Reference Signs List 1 tank 2 solution tank 3 pump 4 nozzle 5 humidifier 6 drying blower S test piece (steel material)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大森 章夫 岡山県倉敷市水島川崎通1丁目(番地な し) 川崎製鉄株式会社水島製鉄所内 (72)発明者 川端 文丸 岡山県倉敷市水島川崎通1丁目(番地な し) 川崎製鉄株式会社水島製鉄所内 (72)発明者 天野 虔一 岡山県倉敷市水島川崎通1丁目(番地な し) 川崎製鉄株式会社水島製鉄所内 (72)発明者 宇城 工 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究所内 Fターム(参考) 4K026 AA02 BA08 BB08 BB10 CA13 CA16 CA32 CA33 CA34 CA36 DA06 DA11 DA15 EA06 EA10 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor: Akio Omori 1-chome, Mizushima Kawasaki-dori, Kurashiki-shi, Okayama Pref. 1-chome (without address) Kawasaki Steel Corporation Mizushima Works (72) Inventor Kenichi Amano 1-chome (without address) Mizushima Kawasaki-dori Kurashiki-shi, Okayama Prefecture Kawasaki Steel Corporation Mizushima Works (72) Inventor Uki Kogyo 1F Kawasaki-cho, Chuo-ku, Chiba-shi, Chiba F-term in the Technical Research Institute, Kawasaki Steel Co., Ltd. 4K026 AA02 BA08 BB08 BB10 CA13 CA16 CA32 CA33 CA34 CA36 DA06 DA11 DA15 EA06 EA10

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 表層に錆層を形成した鋼材の表面に、Fe
イオンを0.010 〜2.0mol/lを含む溶液を供給する鉄イオ
ン供給処理と、前記鋼材の表面に前記溶液のFeイオン濃
度と当量以上のOH- 濃度を有するアルカリ溶液を供給す
る水酸化物イオン供給処理とを行ったのち、該鋼材表面
を乾燥する乾燥処理を行う工程を施すことを特徴とする
耐候性鋼材の製造方法。
1. A steel material having a rust layer formed on its surface is coated with Fe
Iron ion supply processing for supplying a solution containing ions in an amount of 0.010 to 2.0 mol / l, and hydroxide ion supply for supplying an alkaline solution having an OH - concentration equal to or higher than the Fe ion concentration of the solution to the surface of the steel material And performing a drying process of drying the surface of the steel material after the heat treatment.
【請求項2】 前記工程を複数回繰り返すことを特徴と
する請求項1に記載の耐候性鋼材の製造方法。
2. The method according to claim 1, wherein the step is repeated a plurality of times.
【請求項3】 前記錆層が、鋼材表面をpH2.5 以上7.
0 未満の溶液0.10〜5mg/cm2 で湿潤しついで乾燥する処
理を繰り返すことにより形成されたものであることを特
徴とする請求項1または2に記載の耐候性鋼材の製造方
法。
3. The steel sheet according to claim 3, wherein the rust layer has a pH of 2.5 or more on the steel surface.
The method for producing a weather-resistant steel material according to claim 1 or 2, characterized by being formed by repeating a process of wetting with a solution of less than 0 and 0.15 to 5 mg / cm 2 and then drying.
JP2000167450A 2000-06-05 2000-06-05 Method for manufacturing weather resistant steel Pending JP2001342576A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000167450A JP2001342576A (en) 2000-06-05 2000-06-05 Method for manufacturing weather resistant steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000167450A JP2001342576A (en) 2000-06-05 2000-06-05 Method for manufacturing weather resistant steel

Publications (1)

Publication Number Publication Date
JP2001342576A true JP2001342576A (en) 2001-12-14

Family

ID=18670603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000167450A Pending JP2001342576A (en) 2000-06-05 2000-06-05 Method for manufacturing weather resistant steel

Country Status (1)

Country Link
JP (1) JP2001342576A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058032A (en) * 2009-09-08 2011-03-24 Nippon Parkerizing Co Ltd Surface-treated black ferrous metal material and manufacturing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011058032A (en) * 2009-09-08 2011-03-24 Nippon Parkerizing Co Ltd Surface-treated black ferrous metal material and manufacturing method thereof

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