JP2003260754A - Heavy corrosion preventive coated steel - Google Patents

Heavy corrosion preventive coated steel

Info

Publication number
JP2003260754A
JP2003260754A JP2002065815A JP2002065815A JP2003260754A JP 2003260754 A JP2003260754 A JP 2003260754A JP 2002065815 A JP2002065815 A JP 2002065815A JP 2002065815 A JP2002065815 A JP 2002065815A JP 2003260754 A JP2003260754 A JP 2003260754A
Authority
JP
Japan
Prior art keywords
coating
steel
coated steel
corrosion
corrosion preventive
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
JP2002065815A
Other languages
Japanese (ja)
Inventor
Nobuki Yoshizaki
信樹 吉崎
Fumihiro Hirano
文博 平野
Shinichi Funatsu
真一 船津
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.)
Nippon Steel Corp
Original Assignee
Nippon 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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP2002065815A priority Critical patent/JP2003260754A/en
Publication of JP2003260754A publication Critical patent/JP2003260754A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C23COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23CCOATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; SURFACE TREATMENT OF METALLIC MATERIAL BY DIFFUSION INTO THE SURFACE, BY CHEMICAL CONVERSION OR SUBSTITUTION; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL
    • C23C28/00Coating for obtaining at least two superposed coatings either by methods not provided for in a single one of groups C23C2/00 - C23C26/00 or by combinations of methods provided for in subclasses C23C and C25C or C25D

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Metallurgy (AREA)
  • Organic Chemistry (AREA)
  • Piles And Underground Anchors (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Revetment (AREA)
  • Laminated Bodies (AREA)
  • Other Surface Treatments For Metallic Materials (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a heavy corrosion preventive coated steel which does not require repair and does not suffer deterioration of bonding even in an environment of severe corrosion and wave. <P>SOLUTION: In the heavy corrosion preventive coated steel formed by coating a corrosion preventive layer on a steel material surface, a projection is preliminarily provided at a coating edge part position of the steel product, and the corrosion preventive layer are formed on a prepared surface layer including the projection material. Then, even in a use under a salt water environment for a long period of time, peeling of the corrosion preventive layer can be controlled in comparison with the conventional heavy corrosion preventive coated steel and a stationary structure which is excellent in productivity and corrosion prevention is provided inside. Consequently, in the coated steel having a coated edge part such as a sheet pile, though decrease of adhesive strength between the coating and the steel is generated, there is scarecely a necessity for mending due to a barrier effect of the corrosion preventive coating, the coated steel can be used for a long period of time. <P>COPYRIGHT: (C)2003,JPO

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】本発明は鋼矢板、鋼管矢板等
の鋼構造物で港湾・河川の桟橋や護岸などの激しい腐食
環境のために外面防食が必要とされる場合に、長期の防
食性を確保する重防食被覆鋼材に関し、端部からの被覆
の接着劣化が生じた場合でも被覆の剥離が抑制出来るこ
とから、信頼性の高い長期使用に適した重防食被覆鋼材
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel structure such as steel sheet pile, steel pipe sheet pile or the like, which has long-term anticorrosion property when external corrosion protection is required due to severe corrosive environment such as pier or revetment of harbor / river. The present invention relates to a heavy-duty anticorrosion coated steel material that ensures high reliability, and can prevent the exfoliation of the coating even when adhesion deterioration of the coating from the end portion occurs, and thus is highly reliable and suitable for long-term use.

【0002】[0002]

【従来の技術】激しい腐食環境に使用される海洋鋼構造
物等の鋼材には防食塗装が行われ、なかでも厚みが数mm
に及ぶ重防食塗装が有効である。数十年に及ぶ長期耐久
性が必要とされる場合、電気絶縁性、耐薬品性等の種々
の防食性に優れ、安価な樹脂であるポリオレフィン、あ
るいはポリウレタンといった樹脂を被覆材として使用し
た重防食被覆鋼材が製造されている。重防食被覆では、
特開平3−23527号公報に示される様な特殊な鋼材
の下地処理、プライマー処理に防食被覆を組み合わせる
ことで長期の接着耐久性を確保している。
2. Description of the Related Art Corrosion-resistant coating is applied to steel materials such as marine steel structures used in severely corrosive environments.
Heavy anticorrosion coating is effective. When long-term durability of several decades is required, it has excellent anticorrosion properties such as electrical insulation and chemical resistance, and heavy-duty anticorrosion using inexpensive resin such as polyolefin or polyurethane as coating material. Coated steel is being manufactured. With a heavy anticorrosion coating,
Long-term adhesion durability is ensured by combining a special steel material such as a base treatment and a primer treatment as described in JP-A-3-23527 with an anticorrosion coating.

【0003】[0003]

【発明が解決しようとする課題】重防食被覆は海洋干満
帯を中心とした腐食の激しい部分のみに用いられる場合
が多い。また、鋼管矢板や鋼矢板の様に勘合により構造
体を形成する場合、勘合部に塗装を行っても施工時の傷
により鋼材面が露出する場合がある。露出した鋼材部分
周辺は健全な重防食被覆に対して接着劣化が進展しやす
く、通常は補修が必要であるが、実作業において施工傷
部を発見、補修することは難しいという問題がある。
In many cases, the heavy anticorrosion coating is used only in the severely corroded portion mainly in the ocean tidal zone. Further, when a structure is formed by fitting like a steel pipe sheet pile or a steel sheet pile, the steel material surface may be exposed due to scratches during construction even if the fitting portion is painted. Around the exposed steel material part, adhesion deterioration easily progresses against a sound heavy-duty anticorrosion coating, and repair is usually required, but there is a problem that it is difficult to find and repair construction scratches in actual work.

【0004】一方、水中で鋼材と被覆の接着力が低下し
た場合でも、防食被覆の厚みが数mmあれば、水、酸素、
イオン等の腐食を促進する物質の供給は少なく腐食速度
は無防食鋼材に比較して極めて小さいために防食機能を
維持することが出来る。従って、傷等により接着力劣化
が生じた場合でも防食被覆に損傷が無く、大幅なはがれ
が生じなければ防食機能は維持される。このため、特開
平10−192778号公報に示される様にポリエチレ
ン鋼矢板では打鋲による補修が提案されているが、打鋲
自体の防食性と防食樹脂がポリウレタンの場合には打鋲
が困難であるといった問題がある。また、補修には多額
の費用を要するため、厳しい腐食や波といった環境にお
いても補修の必要性が少なく接着劣化が比較的問題とな
らない製品が望まれていた。
On the other hand, even if the adhesive strength between the steel material and the coating is lowered in water, if the thickness of the anticorrosion coating is several mm, water, oxygen,
The supply of substances that promote corrosion such as ions is small, and the corrosion rate is extremely small compared to non-corrosion-resistant steel materials, so the corrosion-preventing function can be maintained. Therefore, even if the adhesive strength deteriorates due to a scratch or the like, the anticorrosion coating is not damaged, and the anticorrosion function is maintained unless a large amount of peeling occurs. Therefore, as disclosed in Japanese Patent Application Laid-Open No. 10-192778, repairing with a polyethylene steel sheet pile has been proposed, but when the anti-corrosion property of the tack itself and the anticorrosive resin is polyurethane, the tack is difficult. There is such a problem. Further, since repairing requires a large amount of money, there has been a demand for a product that requires less repairing even in an environment such as severe corrosion and waves and has a relatively small problem of adhesion deterioration.

【0005】本発明はこのような要望に応えるためにな
されたものであり、厳しい腐食や波といった環境におい
ても補修の必要性が少なく接着劣化が比較的問題となら
ない重防食被覆鋼材を提供することを課題とする。
The present invention has been made in order to meet such a demand, and provides a heavy anticorrosion coated steel material which requires less repair even in an environment such as severe corrosion and waves and has a comparatively less problem of adhesion deterioration. Is an issue.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
の本発明の要旨は次の通りである。 (1)鋼材表面に防食層を塗装して形成した重防食被覆
鋼材において、予め前記鋼材の塗装端部位置に突起物を
設け、該突起物を含めて下地処理層その上に防食層を有
したことを特徴とする重防食被覆鋼材。 (2)前記突起物にカバーを設けたことを特徴とする
(1)記載の重防食被覆鋼材。
The gist of the present invention for solving the above problems is as follows. (1) In a heavy anticorrosion coated steel material formed by coating an anticorrosion layer on the surface of a steel material, a projection is provided in advance at the coating end position of the steel material, and the anticorrosion layer is provided on the base treatment layer including the projection. The heavy-corrosion-coated steel material characterized in that (2) The heavy anticorrosion coated steel material according to (1), wherein a cover is provided on the protrusion.

【0007】このように重防食被覆を塗装により形成す
る場合、あらかじめ下地処理を行った固定構造を鋼材に
設けておくことで被覆内部に固定構造を内包することが
出来、また生産性の問題も少ない。これにより、被覆と
鋼材の接着力が劣化した場合でも被覆の鋼材からの浮き
を抑制し、また、固定構造も防食被覆で覆われるため、
腐食によって固定機能が損なわれることが無く長期の防
食性に優れた防食被覆鋼材を提供出来る。
When the heavy anticorrosion coating is formed by coating as described above, the fixing structure preliminarily subjected to the base treatment is provided on the steel material so that the fixing structure can be included inside the coating, and there is a problem of productivity. Few. As a result, even if the adhesive force between the coating and the steel material deteriorates, the coating is prevented from floating from the steel material, and the fixed structure is also covered with the anticorrosion coating.
It is possible to provide an anticorrosion-coated steel material which is excellent in long-term anticorrosion property without impairing the fixing function due to corrosion.

【0008】[0008]

【発明の実施の形態】本発明は、鋼材表面に重防食層を
塗装して形成する場合に、予め鋼材の塗装端部に突起形
状を形成した後、下地処理、塗装を行うことにより突起
を含めた重防食被覆を行うことで、防食被覆を固定する
下地処理を行った突起を含有する構造を持つことを特徴
とする重防食被覆鋼材である。
BEST MODE FOR CARRYING OUT THE INVENTION According to the present invention, when a heavy anticorrosion layer is formed by coating on the surface of a steel material, a protrusion shape is formed in advance on the coated end portion of the steel material, and then the surface treatment and coating are performed to form the protrusion. It is a heavy anticorrosion coated steel material having a structure containing a protrusion that has been subjected to a surface treatment for fixing the anticorrosion coating by performing the heavy anticorrosion coating.

【0009】鋼構造物に設ける突起は防食被覆で覆われ
るために普通鋼材で良いが、鋼構造物本体よりも貴な電
位を持つ鋼材を使用する。また、突起部先端は被覆に傷
がつきやすい部分であるため、突起の露出を保護する樹
脂カバーを別途行っても良い。突起の形状は被覆を物理
的に固定できる形状であれば何でも良いが、塗装時に内
部に気泡が残りにくい形が望ましい。固定構造としてボ
ルトを用いた場合の本発明の1例を固定部分の断面図と
して図1に示す。
Since the projections provided on the steel structure are covered with an anticorrosion coating, they may be ordinary steel materials, but steel materials having a nobler potential than the steel structure body are used. Further, since the tip of the protrusion is a portion where the coating is easily scratched, a resin cover for protecting the exposure of the protrusion may be provided separately. The shape of the protrusion may be any shape as long as the coating can be physically fixed, but it is desirable that the bubbles are less likely to remain inside during coating. An example of the present invention in which a bolt is used as a fixing structure is shown in FIG. 1 as a sectional view of a fixing portion.

【0010】本発明は、図1の断面図に示すが如く、鋼
材1に固定された突起4により重防食被覆3を固定する
構造を有する重防食被覆鋼材である。長期耐久性確保の
ために、鋼材1及び突起4には下地処理、及びプライマ
ー処理2を施す。また、突起部への衝突等による鋼材露
出を防止するために樹脂カバー5を設けた場合の断面図
を図2に示す。
As shown in the sectional view of FIG. 1, the present invention is a heavy anticorrosion coated steel material having a structure in which the heavy anticorrosion coating 3 is fixed by the projections 4 fixed to the steel material 1. In order to ensure long-term durability, the steel material 1 and the protrusions 4 are subjected to a base treatment and a primer treatment 2. Further, FIG. 2 shows a cross-sectional view in the case where the resin cover 5 is provided in order to prevent the steel material from being exposed due to a collision with the protruding portion or the like.

【0011】突起による被覆固定構造を鋼矢板に適用す
る場合、爪方向の被覆端部に対し、図3の断面図に示す
ように山面への被覆においてはフランジ端部、谷面への
被覆においては先端の爪部に近い部分に長さ方向には直
線的に配置する。被覆固定の機能からは突起間のピッチ
は狭い方が良いが、作業が繁雑になるため10〜50cm
程度が適当である。また、被覆下端部に突起を設ける場
合は、フランジ、ウエブに沿って直線的に配置する。
When applying the coating fixing structure by the projection to the steel sheet pile, the coating end portion in the claw direction is coated with the flange end portion and the valley surface with respect to the coating on the crest surface as shown in the sectional view of FIG. In the above, in the part close to the claw portion at the tip, it is arranged linearly in the length direction. From the function of fixing the covering, it is better to have a narrow pitch between the protrusions, but the work becomes complicated, so it is 10 to 50 cm.
The degree is appropriate. When a protrusion is provided on the lower end of the cover, it is arranged linearly along the flange and the web.

【0012】鋼管矢板に適用する場合、爪の形状がL−
Tの場合の例を図4の断面図に示す。P−Pの場合も同
様に鋼管本体部分に固定突起を設ける。爪部では無く、
本体部分に突起を設けるのは、施工時に爪部分に傷や変
形が生じやすいためである。鋼管長さ方向には突起を直
線的に配置する。被覆固定の機能からは突起間のピッチ
は狭い方が良いが、作業が繁雑になるため10〜50cm
程度が適当である。また、被覆下端部には鋼管本体に沿
って直線的に配置すると良い。
When applied to a steel pipe sheet pile, the shape of the claw is L-
An example of T is shown in the sectional view of FIG. Similarly, in the case of PP, a fixing projection is provided on the steel pipe body. Not the nails,
The reason why the protrusion is provided on the main body portion is that the nail portion is likely to be damaged or deformed during construction. Protrusions are arranged linearly in the length direction of the steel pipe. From the function of fixing the covering, it is better to have a narrow pitch between the protrusions, but the work becomes complicated, so it is 10 to 50 cm.
The degree is appropriate. Further, it is preferable that the lower end portion of the coating is linearly arranged along the steel pipe body.

【0013】[0013]

【実施例】<実施例1>FSP−VL型の長さ10mの
鋼矢板を2本用いて、それぞれ山、谷のフランジ、爪被
覆端部に25cmピッチでSUS316製の8Mのボルト
をアークスタッド溶接した。また、被覆下端部のウェブ
に2カ所と左右のフランジにさらに1カ所ずつのボルト
を溶接した。溶接後のボルト高さは5mm以下に納まるよ
うに調整した。この後、ボルトを含む鋼材表面の下地処
理としてグリッドブラスト処理を施し、スケール等を除
去した後、クロム酸シリカ系のクロメート処理剤を塗
布、乾燥して下地処理を行った。この後、プライマーと
してイソシアネート末端プレポリマーによる1液の湿気
硬化型のウレタン樹脂に顔料として、焼成カオリンクレ
ー微粉末、防錆顔料を添加したものを塗料として30〜
60μm膜厚となるようにスプレー塗布して硬化させ
た。次いでその表面にカオリンクレー微粉末を含有する
ポリブタジエンポリオールの主剤とクルードMDIの硬
化剤の2液硬化ウレタンエラストマーをミキサーで混合
してスプレー塗装を行い3mm厚みの従来のポリウレタン
重防食被覆を行った。溶接固定したボルト周辺部はボル
トが完全にポリウレタン防食層で覆われる様に6mm程度
の塗装を行い、本発明の実施例である被覆端部の内部に
突起固定構造を持つ重防食被覆鋼材を製造した。
<Example 1> Two FSP-VL type steel sheet piles having a length of 10 m were used, and an 8M bolt made of SUS316 was arc-studd with a 25 cm pitch at the flanges of the ridges, valleys, and claw coating ends. Welded. Further, two bolts were welded to the web at the lower end of the coating and one bolt was welded to each of the left and right flanges. The height of the bolt after welding was adjusted to be less than 5 mm. After that, grid blasting was performed as a surface treatment for the steel material surface including the bolts to remove scales and the like, and then a chromate treatment agent of silica chromate system was applied and dried to perform the surface treatment. After that, as a primer, a paint containing baked kaolin clay fine powder and a rust preventive pigment added as a pigment to a one-component moisture-curable urethane resin with an isocyanate-terminated prepolymer is used as a paint.
It was applied by spraying and cured to a film thickness of 60 μm. Then, the main component of polybutadiene polyol containing fine powder of kaolin clay and the two-component curing urethane elastomer of the curing agent of crude MDI were mixed on the surface with a mixer and spray-coated to give a conventional polyurethane heavy-corrosion coating having a thickness of 3 mm. The periphery of the bolt fixed by welding is coated with a thickness of about 6 mm so that the bolt is completely covered with the polyurethane anticorrosion layer, and a heavy anticorrosion coated steel material having a protrusion fixing structure inside the coated end portion, which is an embodiment of the present invention, is manufactured. did.

【0014】<実施例2>防食層が接着劣化した状態を
再現するには10年以上の長期試験が必要となるため、
ここでは突起の効果を確認するための比較試験用に模擬
的に接着劣化を再現するために、下地処理としてブラス
ト処理のみを行い、クロメート処理、プライマー処理等
の下地処理を行わない被覆鋼矢板を実施例1と同様の方
法で製造し、防食層と鋼材の接着力低下を加速させた重
防食被覆鋼材を製造した。
<Example 2> Since a long-term test of 10 years or more is required to reproduce the state in which the anticorrosion layer is adhesively deteriorated,
Here, in order to reproduce the adhesion deterioration in a simulated manner for a comparative test to confirm the effect of the protrusions, a coated steel sheet pile that is subjected to only blasting as a base treatment and not subjected to a base treatment such as a chromate treatment or a primer treatment is used. A heavy-corrosion-coated steel material was produced in the same manner as in Example 1 to accelerate the decrease in the adhesive strength between the anticorrosion layer and the steel material.

【0015】<実施例3>600AのL−T爪を有する
鋼管矢板の片面の爪部近傍に直線的に20cmピッチで8
MのSUS304製のスタッドボルトを溶接固定し、そ
の先端に硬質樹脂袋ナットを取り付け、先端の高さが7
mm以下になるようにした。この後、下地処理としてグリ
ッドブラスト処理を施し、スケール等を除去した後、防
錆顔料を配合したウレタン樹脂のプライマーを30〜6
0μm膜厚となるようにスプレー塗布して硬化させた。
次いでその表面に2液硬化ウレタンエラストマーをミキ
サーで混合してスプレー塗装を行い3mm厚みの重防食被
覆を行った。溶接固定した突起周辺はボルトが完全にポ
リウレタンで覆われる様に6mm程度の塗装を行い、本発
明の実施例である被覆端部の内部に突起固定構造を持つ
重防食被覆鋼材を製造した。
<Embodiment 3> A steel pipe sheet pile having 600A LT claws is linearly provided at a 20 cm pitch in the vicinity of the claws on one side of the sheet pile.
M SUS304 stud bolts are welded and fixed, and a hard resin cap nut is attached to the tip, and the height of the tip is 7
I made it less than mm. After that, a grid blast treatment is applied as a base treatment to remove scales and the like, and then a urethane resin primer mixed with a rust preventive pigment is used in an amount of 30 to 6
It was applied by spraying and cured to a film thickness of 0 μm.
Next, a two-component cured urethane elastomer was mixed on the surface with a mixer and spray-coated to give a 3 mm thick heavy anticorrosion coating. Around the protrusions welded and fixed, a coating of about 6 mm was applied so that the bolts were completely covered with polyurethane, and a heavy corrosion-resistant coated steel material having a protrusion fixing structure inside the coated end portion was manufactured according to an embodiment of the present invention.

【0016】<比較例1>実施例1と同様の方法で山、
谷の鋼矢板に、下地処理を行わないで、カオリンクレー
微粉末を含有するポリブタジエンポリオールの主剤とク
ルードMDIの硬化剤の2液硬化ウレタンエラストマー
をミキサーで混合してスプレー塗装を行い、3mm厚みの
ポリウレタン防食被覆が強固に鋼材と接着しない樹脂被
覆鋼材を作成した。
<Comparative Example 1> Mountains are prepared in the same manner as in Example 1,
The valley steel sheet pile was spray-coated by mixing the main component of the polybutadiene polyol containing the kaolin clay fine powder and the curing agent of the crude MDI with a two-component curing urethane elastomer without spraying the surface with a mixer. A resin-coated steel material was prepared in which the polyurethane anticorrosion coating did not adhere strongly to the steel material.

【0017】<比較例2>実施例1と同様の方法で山ま
たは谷の鋼矢板に、接着劣化を加速させるために下地処
理を行わないで、ポリブタジエンポリオールの主剤とク
ルードMDIの硬化剤の2液硬化ウレタンエラストマー
をミキサーで混合してスプレー塗装を行い、3mm厚みの
ポリウレタン被覆鋼材を作成した。この鋼矢板のフラン
ジ部分をFRPのあて板の上から打鋲をフランジに沿っ
て行い、鋲打ちこみ後に露出している鋲の頭の部分を粘
土状エポキシ樹脂とプラスチックキャップにより防食し
た。これは、特開平10−192778号公報の従来の
重防食被覆鋼矢板を補修したものに相当する。ただし、
数カ所でポリウレタンの割れ発生が見られたのと、ま
た、打鋲をウェブ部にも試みたが鋼材厚みが厚いために
鋲が鋼材を貫通せず、鋲をウェブに打つことは出来なか
った。
<Comparative Example 2> In the same manner as in Example 1, a mountain or valley steel sheet pile was not subjected to a base treatment for accelerating adhesion deterioration, and 2 parts of a polybutadiene polyol base compound and a crude MDI curing agent were used. Liquid hardening urethane elastomer was mixed with a mixer and spray-painted to prepare a 3 mm thick polyurethane-coated steel material. The flange portion of this steel sheet pile was struck from above the FRP contact plate along the flange, and the exposed portion of the rivet head after driving was tacked with a clay-like epoxy resin and a plastic cap. This corresponds to a repair of the conventional heavy anticorrosion coated steel sheet pile disclosed in JP-A-10-192778. However,
Polyurethane cracking was observed at several places, and we also tried tacking on the web part, but because the thickness of the steel material was so thick that the tack did not penetrate the steel material, we could not hit the tack on the web.

【0018】上記の方法により作成した山及び谷を1セ
ットとした被覆鋼矢板と、鋼管矢板を海岸に5年間曝露
した。海洋曝露試験後にポリウレタン被覆を除去して鋼
材表面と鋲、あるいは溶接突起の腐食を調査した。その
結果を表1に示す。突起がポリウレタン被覆で全面覆わ
れている実施例1では腐食が見られなかったのに対して
比較例2の鋲の場合は、波の影響によりキャップがはず
れる場合があり、腐食が進行していた。また、比較例2
の製造過程からわかるように鋼矢板ウェブの鋲止めは鋼
材の厚みが増えると不可能であった。また、裸鋼矢板で
の5年間の水中部の平均腐食量は0.15mm/yであった
のに対して、実施例2の被覆鋼矢板では接着力低下は生
じていたが、被覆下部に厚み測定可能な腐食は発生して
おらず、防食機能を維持していた。
[0018] A coated steel sheet pile having a set of peaks and valleys formed by the above method and a steel pipe sheet pile were exposed to the coast for 5 years. After the marine exposure test, the polyurethane coating was removed and the corrosion of the steel surface and tacks or weld projections was investigated. The results are shown in Table 1. Corrosion was not observed in Example 1 in which the projections were entirely covered with the polyurethane coating, whereas in the case of the tack in Comparative Example 2, the cap might be disengaged due to the influence of waves, and corrosion was progressing. . In addition, Comparative Example 2
As can be seen from the manufacturing process of No. 3, it was impossible to tack the steel sheet pile web as the thickness of the steel material increased. Further, the average corrosion amount of the bare steel sheet pile in the underwater portion for 5 years was 0.15 mm / y, while the coated steel sheet pile of Example 2 showed a decrease in adhesive strength, but the lower coating portion There was no corrosion that could measure the thickness, and the anticorrosion function was maintained.

【0019】[0019]

【表1】 [Table 1]

【0020】[0020]

【発明の効果】本発明の鋼材表面に重防食層を塗装して
形成する場合に、予め前記鋼材の塗装端部位置に突起物
を設け、該突起物を含めた下地処理、更にその上に重防
食被覆を行った重防食被覆鋼材は、その突起固定構造が
下地処理を含めた防食被覆で覆われていることから、長
期使用においても突起の腐食が発生し難いことから、突
起により被覆が固定され、被覆の剥離が生じ難い。この
結果、被覆端部を有する鋼材において被覆の接着力低下
が生じても剥離の進展が抑制され、長期の使用が可能で
ある。
EFFECTS OF THE INVENTION When a heavy anticorrosion layer is formed by coating on the surface of the steel material of the present invention, a projection is provided in advance at the coating end position of the steel material, and a base treatment including the projection is further performed. Heavy-duty anti-corrosion coated steel with heavy anti-corrosion coating has its projection fixing structure covered with anti-corrosion coating including undercoating, so it is difficult for corrosion to occur even during long-term use. It is fixed and the peeling of the coating hardly occurs. As a result, even if the adhesive strength of the coating is reduced in the steel material having the coated end portion, the progress of peeling is suppressed and long-term use is possible.

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

【図1】本発明の被覆を固定する突起構造を被覆内部に
持つ重防食被覆鋼材における固定構造部分の断面図の一
例を示す。
FIG. 1 shows an example of a cross-sectional view of a fixing structure portion in a heavy anticorrosion coated steel material having a projection structure for fixing the coating of the present invention inside the coating.

【図2】本発明の被覆を固定する先端に樹脂カバーを有
する突起構造を被覆内部に持つ重防食被覆鋼材における
固定構造部分の断面図の一例を示す。
FIG. 2 shows an example of a cross-sectional view of a fixing structure portion in a heavy anticorrosion coated steel material having a protrusion structure having a resin cover at the tip for fixing the coating of the present invention inside the coating.

【図3】本発明の被覆を固定する突起構造を重防食被覆
鋼矢板に適用した場合の固定構造部分の断面図の一例を
示す。
FIG. 3 shows an example of a cross-sectional view of a fixing structure portion when the projecting structure for fixing the coating of the present invention is applied to a heavy anticorrosion coated steel sheet pile.

【図4】本発明の被覆を固定する突起構造を重防食被覆
鋼管矢板に適用した場合の固定構造部分の断面図の一例
を示す。
FIG. 4 shows an example of a cross-sectional view of a fixing structure portion when the projecting structure for fixing the coating of the present invention is applied to a heavy anticorrosion coated steel pipe sheet pile.

【符号の説明】[Explanation of symbols]

1 鋼材 2 下地処理及びプライマー層 3 重防食層 4 重防食を固定する突起構造 5 突起の先端を覆う樹脂カバー 6 鋼矢板 7 鋼管矢板 1 steel 2 Base treatment and primer layer 3 double anticorrosion layer 4 Projection structure that fixes heavy corrosion protection 5 Resin cover that covers the tip of the protrusion 6 steel sheet pile 7 Steel pipe sheet pile

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E02D 31/06 E02D 31/06 C (72)発明者 船津 真一 千葉県君津市君津1番地 新日本製鐵株式 会社君津製鐵所内 Fターム(参考) 2D018 BA00 2D041 AA02 BA07 DB02 2D049 FB03 FB12 FB14 FE02 4F100 AB03A AK51B AK51C AL09C BA03 BA10A BA10C CC00B CC00C DB01 EJ65B GB90 JB02C JK06 JL00 4K044 AA02 AB10 BA12 BA15 BA21 BB03 BC02 CA16 CA53 Front Page Continuation (51) Int.Cl. 7 Identification code FI Theme Coat (reference) E02D 31/06 E02D 31/06 C (72) Inventor Shinichi Funatsu 1 Kimitsu, Chiba, Chiba Prefecture Kimitsu, Nippon Steel Corp. F-term in the ironworks (reference) 2D018 BA00 2D041 AA02 BA07 DB02 2D049 FB03 FB12 FB14 FE02 4F100 AB03A AK51B AK51C AL09C BA03 BA10A BA10C CC00B CC00C DB01 EJ65B GB90 JB02C JK06 BA15BA0221K04 JL00 AB02 4K04

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鋼材表面に防食層を塗装して形成した重
防食被覆鋼材において、予め前記鋼材の塗装端部位置に
突起物を設け、該突起物を含めて下地処理層その上に防
食層を有したことを特徴とする重防食被覆鋼材。
1. A heavy anticorrosion coated steel material formed by coating an anticorrosion layer on the surface of a steel material, wherein a projection is provided in advance on the coated end position of the steel material, and the anticorrosion layer is provided on the base treatment layer including the projection. Heavy-corrosion-coated steel material characterized by having.
【請求項2】 前記突起物にカバーを設けたことを特徴
とする請求項1記載の重防食被覆鋼材。
2. The heavy anticorrosion coated steel material according to claim 1, wherein the projection is provided with a cover.
JP2002065815A 2002-03-11 2002-03-11 Heavy corrosion preventive coated steel Pending JP2003260754A (en)

Priority Applications (1)

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Publications (1)

Publication Number Publication Date
JP2003260754A true JP2003260754A (en) 2003-09-16

Family

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020176418A (en) * 2019-04-17 2020-10-29 株式会社第一基礎 Steel member including anti-corrosion film, wall body structure, manufacturing method of steel member including anti-corrosion film, and construction method of wall body structure
JP2021000806A (en) * 2019-06-24 2021-01-07 昭和電工マテリアルズ株式会社 Textile product and production method thereof as well as adhesive agent set

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10192778A (en) * 1997-01-14 1998-07-28 Nippon Steel Corp Method for reinforcing corrosion preventive coating of steel products
JPH11291394A (en) * 1998-04-07 1999-10-26 Nippon Steel Corp High-strength polyurethane heavy-duty corrosionproof coated steel material with protrusions
JP2001323431A (en) * 2000-05-17 2001-11-22 Nippon Steel Corp Heavily corrosion resistant polyurethane clad steel
JP2001329384A (en) * 2000-05-17 2001-11-27 Nippon Steel Corp High-strength corrosion protective coated steel products having end fixing structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10192778A (en) * 1997-01-14 1998-07-28 Nippon Steel Corp Method for reinforcing corrosion preventive coating of steel products
JPH11291394A (en) * 1998-04-07 1999-10-26 Nippon Steel Corp High-strength polyurethane heavy-duty corrosionproof coated steel material with protrusions
JP2001323431A (en) * 2000-05-17 2001-11-22 Nippon Steel Corp Heavily corrosion resistant polyurethane clad steel
JP2001329384A (en) * 2000-05-17 2001-11-27 Nippon Steel Corp High-strength corrosion protective coated steel products having end fixing structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020176418A (en) * 2019-04-17 2020-10-29 株式会社第一基礎 Steel member including anti-corrosion film, wall body structure, manufacturing method of steel member including anti-corrosion film, and construction method of wall body structure
JP2021000806A (en) * 2019-06-24 2021-01-07 昭和電工マテリアルズ株式会社 Textile product and production method thereof as well as adhesive agent set
JP7259588B2 (en) 2019-06-24 2023-04-18 株式会社レゾナック Textile product, its manufacturing method, and adhesive set

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