JPH03293425A - Steel sheet pile with heavy rust-proof covering and its manufacture - Google Patents

Steel sheet pile with heavy rust-proof covering and its manufacture

Info

Publication number
JPH03293425A
JPH03293425A JP22171590A JP22171590A JPH03293425A JP H03293425 A JPH03293425 A JP H03293425A JP 22171590 A JP22171590 A JP 22171590A JP 22171590 A JP22171590 A JP 22171590A JP H03293425 A JPH03293425 A JP H03293425A
Authority
JP
Japan
Prior art keywords
steel sheet
paint
electron beam
sheet pile
coated steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP22171590A
Other languages
Japanese (ja)
Inventor
Yoshihisa Kayazono
義久 仮屋園
Yoshihiro Miyajima
義洋 宮嶋
Hirotada Kato
加藤 弘忠
Kazuyuki Suzuki
和幸 鈴木
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
Publication of JPH03293425A publication Critical patent/JPH03293425A/en
Pending legal-status Critical Current

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  • Application Of Or Painting With Fluid Materials (AREA)

Abstract

PURPOSE:To greatly raise the water-resistant adhesion of colored paint films and heavy rust-proof covering by a method in which a polyolefin-coated steel sheet pile is subjected to a corona-discharge treatment and coated with a urethane primer and a fluoro resin paint. CONSTITUTION:A steel sheet pile 3 covered with an electron rays-bridged polyolefin layer, having an electron rays-bridged polyolefin layer 2 of 1-10mm thickness, containing 0.05-5.0wt.% antioxidant, on its outermost layer, is passed between roll electrodes 10, 12, and 14 for corona-discharge treatment. The sheet pile 1 so treated is coated with a urethane primer or modified polyolefin primer 26 of a thickness of 5-10mum and with a color paint 4 such as various color fluoro resin paint of a thickness of 10-100mum. The sheet pile 1 covered with heavy rust-proof covering is free of the blister of the fluoro resin paint film and has sufficiently high adhesion between the paint film and the electron rays- bridged black-color low-density polyethylene film. The adhesion between the color paint film and the heavy rust-proof covering in relation to water can thus be greatly raised.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は海洋、河川、港湾等で用いられる鋼構造物に使
用する重防食被覆鋼矢板に関し、更に詳しくは重防食被
覆の外表面に耐候性に優れた各種の色彩を有する着色塗
膜を有して美観に優れ、且つ該着色塗膜と重防食被覆の
間の耐水接着性が優れた重防食被覆鋼矢板およびその製
造法に関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to heavy corrosion-resistant coated steel sheet piles used for steel structures used in oceans, rivers, ports, etc. The present invention relates to a heavily anti-corrosion coated steel sheet pile that has a colored coating film in various colors with excellent properties, is aesthetically pleasing, and has excellent water-resistant adhesion between the colored coating film and the heavy anti-corrosion coating, and a method for producing the same.

(従来の技術) 従来のポリオレフィン被覆鋼材、例えばポリオレフィン
被覆鋼矢板の被覆には、防食性が優れた黒色のポリエチ
レンを用いている。しかしながら、最近の都市景観ある
いは河川、港湾等の鋼構造物の美観景観に対する市場ニ
ーズの高まりから、各種の色彩に着色されて環境に調和
し、且つ耐候性に優れた重防食被N鋼矢板の開発が望ま
れている。かかるニーズに対しては、例えば、第6図に
示すように、外表面に火炎処理を施したポリオレフィン
被覆層23を有するポリオレフィン被覆鋼材の表面に、
ウレタンプライマー層24と着色顔料を含有するフッ素
樹脂層25を順次積層したことを特徴とする重防食被覆
鋼材の提案がある。国中1は鋼矢板または鋼材、20は
無機系ブライマー、21は有機系ブライマー 22は接
着剤層を示す。
(Prior Art) Conventional polyolefin-coated steel materials, such as polyolefin-coated steel sheet piles, are coated with black polyethylene, which has excellent corrosion resistance. However, due to the recent increase in market needs for aesthetic landscapes of steel structures such as urban landscapes, rivers, and ports, heavy corrosion-resistant N steel sheet piles are being developed that are colored in various colors to harmonize with the environment and have excellent weather resistance. Development is desired. To meet such needs, for example, as shown in FIG.
There is a proposal for a heavy anti-corrosion coated steel material characterized by sequentially laminating a urethane primer layer 24 and a fluororesin layer 25 containing a colored pigment. Kuninaka 1 indicates a steel sheet pile or steel material, 20 indicates an inorganic brimer, 21 indicates an organic brimer, and 22 indicates an adhesive layer.

(発明が解決しようとする課題) しかしなから、第6図に示された従来の重防食被覆鋼材
では、海洋実使用試験で火炎処理を施したポリオレフィ
ン被覆層23と着色顔料を含有するフッ素樹脂層25と
の間の接着力が次第に低下し、着色顔料を含有するフッ
素樹脂層25にブリスタが発生するという問題がある。
(Problem to be Solved by the Invention) However, in the conventional heavy anti-corrosion coated steel material shown in FIG. There is a problem in that the adhesive force between the layer 25 gradually decreases and blisters occur in the fluororesin layer 25 containing the colored pigment.

(課題を解決するための手段) 本発明者らは、上述の問題点を解決すべく鋭意検討した
結果、鋼矢板表面の最外層に酸化防止剤を005〜50
重量%含み、かつ外表面をコロナ放電処理した電子線架
橋ポリオレフィンを有する電子線架橋ポリオレフィン被
覆鋼矢板の表面に、各種色彩のフッ素系塗料、アクリル
−シリコン系塗料、アクリル−ウレタン系塗料等の着色
塗料塗膜を積層すること、あるいはポリオレフィン被覆
鋼矢板の表面にウレタンプライマーまたは変性ポリオレ
フィンプライマーを塗布したのち、各種色彩のフッ素系
塗料、アクリル−シリコン系塗料、アクリル−ウレタン
系塗料等の着色塗料塗膜を積層することによって、上述
の問題点を解決できることを見出し本発明に至った。
(Means for Solving the Problems) As a result of intensive studies to solve the above-mentioned problems, the present inventors added an antioxidant with a concentration of 005 to 50% to the outermost layer of the surface of the steel sheet pile.
The surface of the steel sheet pile coated with electron beam crosslinked polyolefin, which contains electron beam crosslinked polyolefin containing % by weight and whose outer surface has been subjected to corona discharge treatment, is colored with various colors of fluorine paint, acrylic-silicon paint, acrylic-urethane paint, etc. Laminating paint films, or applying urethane primer or modified polyolefin primer to the surface of polyolefin-coated steel sheet piles, and then applying colored paints such as fluorine paints, acrylic-silicon paints, acrylic-urethane paints, etc. in various colors. The inventors have discovered that the above-mentioned problems can be solved by laminating films, leading to the present invention.

即ち、本発明は、第1図および第2図に示す如く、鋼矢
板1の表面の最外層に酸化防止剤を0.05〜5.0重
量%含み、かつ外表面をコロナ放電処理した電子線架橋
ポリオレフィン2を有する電子線架橋ポリオレフィン被
覆鋼矢板の表面に、各種色彩のフッ素系塗料、アクリル
−シリコン系塗料、アクリル−ウレタン系塗料等の着色
塗料塗膜4を積層したことを特徴とする重防食被覆鋼矢
板および、第4図に示す如く、鋼矢板の谷部表面の最外
層に酸化防止剤を005〜5.0重I%含む電子線架橋
ポリオレフィンを有する電子線架橋ポリオレフィン被覆
鋼矢板3を、テーブルローラー5で移送しながら、該被
覆のウェブ部の表面9を連続的に回転する第1のロール
式電極10でコロナ放電処理し、次いでフランジ部の表
面11を連続的に回転する第2のロール式電極12でコ
ロナ放電処理し、引き続いて爪部の表面13を連続的に
回転する第3のロール式電極14でコロナ放電処理した
のち各種色彩のフッ素系塗料、アクリル−シリコン系塗
料、アクリル−ウレタン系塗料等の着色塗料を塗装する
ことを特徴とする重防食被覆鋼矢板の製造法および、第
5図に示す如く、最外層に酸化防止剤を0,05〜5.
0重量%含む電子線架橋ポリオレフィンを鋼矢板の山部
に被覆した電子線架橋ポリオレフィン被覆鋼矢板3を、
テーブルローラー5上で移送搬送しながら該被覆のウェ
ブ部の表面15を連続的に回転する第1のロール式電極
16でコロナ放電処理し、次いでフランジ部の表面17
を連続的に回転する第2のロール式電極18でコロナ放
電処理したのち各種色彩のフッ素系塗料、アクリル−シ
リコン系塗料、アクリル−ウレタン系塗料等の着色塗料
を塗装することを特徴とする重防食被覆鋼矢板の製造法
および、第7図および第8図に示す如く、鋼矢板1の表
面の最外層に酸化防止剤を0.05〜5.0重量%含み
、かつ外表面をコロナ放電処理した電子線架橋ポリオレ
フィン2を有する電子線架橋ポリオレフィン被覆鋼矢板
の表面に、ウレタンプライマーまたは変性ポリオレフィ
ンプライマー26を塗布したのち、各種色彩のフッ素系
塗料、アクリル−シリコン系塗料、アクリル−ウレタン
系塗料等の着色塗料塗膜4を積層したことを特徴とする
重防食被覆鋼矢板および、第4図に示す如く、鋼矢板の
谷部表面の最外層に酸化防止剤を0.05〜5.0重量
%含む電子線架橋ポリオレフィンを有する電子線架橋ポ
リオレフィン被覆鋼矢板3を、テーブルローラー5で移
送しながら、該被覆のウェブ部の表面9を連続的に回転
する第1のロール式電極10でコロナ放電処理し、次い
でフランジ部の表面11を連続的に回転する第2のロー
ル式電8i12でコロナ放電処理し、引き続いて爪部の
表面13を連続的に回転する第3のロール式電8i14
でコロナ放電処理したのち、ウレタンプライマーまたは
変性ポリオレフィンプライマーを塗布し、次いで各種色
彩のフッ素系塗料、アクリル−シリコン系塗料、アクリ
ル−ウレタン系塗料等の着色塗料を塗装することを特徴
とする重防食被覆鋼矢板の製造法および、第5図に示す
如く、最外層に酸化防止剤を0.05〜5.0重量%含
む電子線架橋ポリオレフィンを鋼矢板の山部に被覆した
電子線架橋ポリオレフィン被覆鋼矢板3を、テーブルロ
ーラー5上で移送搬送しながら該被覆のウェブ部の表面
15を連続的に回転する第1のロール式電極16でコロ
ナ放電処理し、次いでフランジ部の表面17を連続的に
回転する第2のロール式電極18でコロナ放電処理した
のち、ウレタンプライマーまたは変性ポリオレフィンプ
ライマーを塗布し、次いで各種色彩のフッ素系塗料、ア
クリルーシリコン系塗料、アクリル−ウレタン系塗料等
の着色塗料を塗装することを特徴とする重防食被覆鋼矢
板の製造法である。
That is, as shown in FIGS. 1 and 2, the present invention provides an electronic material containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer of the surface of a steel sheet pile 1, and having the outer surface treated with a corona discharge. It is characterized in that a colored paint coating 4 of various colors such as fluorine paint, acrylic-silicon paint, acrylic-urethane paint, etc. is laminated on the surface of an electron beam crosslinked polyolefin coated steel sheet pile having wire crosslinked polyolefin 2. Heavy duty anti-corrosion coated steel sheet pile and, as shown in Fig. 4, electron beam crosslinked polyolefin coated steel sheet pile having electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of antioxidant in the outermost layer of the surface of the trough of the steel sheet pile. 3 is subjected to corona discharge treatment with a continuously rotating first rolled electrode 10 on the surface 9 of the web portion of the coating while being transferred by a table roller 5, and then on the surface 11 of the flange portion of the coating. The surface 13 of the claw portion is subjected to corona discharge treatment using the second roll type electrode 12, and then the corona discharge treatment is applied to the surface 13 of the claw portion using the third roll type electrode 14 that rotates continuously. A method for producing heavy duty anti-corrosion coated steel sheet piles characterized by coating with a colored paint such as a paint or an acrylic-urethane paint, and as shown in FIG.
An electron beam crosslinked polyolefin coated steel sheet pile 3 in which the peaks of the steel sheet pile are coated with an electron beam crosslinked polyolefin containing 0% by weight,
The surface 15 of the web portion of the coating is subjected to a corona discharge treatment with a continuously rotating first rolled electrode 16 while being transferred and conveyed on a table roller 5, and then the surface 17 of the flange portion
After applying corona discharge treatment using a continuously rotating second roll-type electrode 18, a heavy-duty material is coated with colored paints such as fluorine-based paints, acrylic-silicon-based paints, and acrylic-urethane-based paints in various colors. As shown in FIGS. 7 and 8, the method for manufacturing anti-corrosion coated steel sheet piles includes 0.05 to 5.0% by weight of an antioxidant in the outermost layer of the surface of the steel sheet pile 1, and corona discharge on the outer surface. After applying a urethane primer or a modified polyolefin primer 26 to the surface of the electron beam crosslinked polyolefin-coated steel sheet pile having the treated electron beam crosslinked polyolefin 2, various colors of fluorine paint, acrylic-silicon paint, and acrylic-urethane paint are applied. As shown in FIG. 4, the outermost layer of the valley surface of the steel sheet pile is coated with 0.05 to 5.0 of an antioxidant. An electron beam cross-linked polyolefin coated steel sheet pile 3 having an electron beam cross-linked polyolefin containing % by weight is transferred by a table roller 5, and corona is applied to the surface 9 of the web portion of the coating by a first rolling electrode 10 that continuously rotates. discharge treatment, then corona discharge treatment on the surface 11 of the flange portion with a second roll-type electric wire 8i12 that rotates continuously, and then apply corona discharge treatment on the surface 13 of the claw portion with a third roll-type electric wire 8i14 that continuously rotates.
Heavy-duty corrosion protection is characterized by applying a urethane primer or modified polyolefin primer after corona discharge treatment, and then applying colored paints such as fluorine paints, acrylic-silicon paints, and acrylic-urethane paints in various colors. Method for producing coated steel sheet piles and electron beam crosslinked polyolefin coating in which the peaks of steel sheet piles are coated with electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer, as shown in FIG. While conveying the steel sheet pile 3 on the table roller 5, the surface 15 of the web portion of the coating is subjected to a corona discharge treatment with a continuously rotating first rolled electrode 16, and then the surface 17 of the flange portion is continuously treated with a corona discharge treatment. After corona discharge treatment with the second rotating electrode 18, a urethane primer or modified polyolefin primer is applied, and then colored paints such as fluorine paints, acrylic-silicon paints, acrylic-urethane paints, etc. of various colors are applied. This is a method for manufacturing heavy-duty anti-corrosion coated steel sheet piles, which is characterized by coating them with.

以下、本発明につき詳細に説明する。Hereinafter, the present invention will be explained in detail.

本発明に用いる鋼矢板とは、炭素鋼、ステンレス鋼等の
合金鋼でできた鋼矢板である。また鋼矢板の耐食性を向
上させる目的で、鋼矢板の谷部表面、山部表面に亜鉛、
アルミニウム、ニッケルなどのメツキ、亜鉛−鉄、亜鉛
−アルミニウム、亜鉛−ニッケルーコバルト等の合金メ
ツキ、該メツキあるいは合金メツキにシリカ、酸化チタ
ン等の無機微粒子を分散させた分散メツキ等を施しても
、本発明にいささかの支障も来すものではない。
The steel sheet pile used in the present invention is a steel sheet pile made of alloy steel such as carbon steel and stainless steel. In addition, in order to improve the corrosion resistance of steel sheet piles, zinc is applied to the valley and peak surfaces of steel sheet piles.
Plating of aluminum, nickel, etc., alloy plating of zinc-iron, zinc-aluminum, zinc-nickel-cobalt, etc., or dispersion plating in which fine inorganic particles such as silica, titanium oxide, etc. are dispersed in the plating or alloy plating, etc. However, this does not pose any hindrance to the present invention.

電子線架橋ポリオレフィン被覆鋼矢板としては、1J3
図に示す如く鋼矢板の表面をグリッドブラスト、サンド
ブラスト等でブラスト処理して除錆したのち、クロメー
ト処理剤とエポキシブライマーで下地処理を行ない、次
いて電子線架橋ポリオレフィンシートの裏面に無水マレ
イン酸等でポリオレフィンを変性した変性ポリオレフィ
ン接着剤をラミネートしたシートを貼付けて製造した電
子線架橋ポリオレフィン被覆鋼矢板を用いることができ
るが、本発明の骨子からして、該被覆角鋼矢板の最外層
に電子線架橋ポリオレフィンがあれば良く、下地処理に
従来公知のクロメート処理剤、エポキシプライマー リ
ン酸塩処理、シランカップリング剤等の単独、あるいは
これらの下地処理の組み合せを施した電子線架橋ポリオ
レフィン被覆鋼矢板を用いることは本発明にいささかの
支障も来すものではない。
As the electron beam cross-linked polyolefin coated steel sheet pile, 1J3
As shown in the figure, the surface of the steel sheet pile is blasted using grid blasting, sandblasting, etc. to remove rust, and then the surface is treated with a chromate treatment agent and epoxy primer, and then the back side of the electron beam crosslinked polyolefin sheet is coated with maleic anhydride, etc. Electron beam crosslinked polyolefin coated steel sheet piles manufactured by pasting a sheet laminated with a modified polyolefin adhesive obtained by modifying polyolefins can be used. A cross-linked polyolefin is sufficient, and steel sheet piles coated with electron beam cross-linked polyolefin can be used, which have been treated with conventionally known chromate treatment agents, epoxy primers, phosphate treatments, silane coupling agents, etc. alone or in combination with these base treatments. Its use does not pose any hindrance to the present invention.

電子線架橋ポリオレフィン被覆鋼矢板の最外層に被覆す
る電子線架橋ポリオレフィンとしては、酸化防止剤を0
.05〜5.0重量%の範囲で含有する低密度ポリエチ
レン、中密度ポリエチレン、高密度ポリエチレン、直鎖
状低密度ポリエチレン、ポリプロピレン等ポリオレフィ
ンをシート状に成形したもの、およびエチレン−プロピ
レンブロックまたはランダム共重合体、ポリアミド−プ
ロピレンブロックまたはランダム共重合体等のポリオレ
フィン共重合体をシート状に成形したものを用いること
ができる。電子線架橋ポリオレフィン被覆の酸化防止剤
の含有量が0,05重量%未満および5.0重量%越で
は、海洋実使用試験後に該電子線架橋ポリオレフィン被
覆と各種色彩のフッ素系、アクリル−シリコン系あるい
はアクリル−ウレタン系塗料塗膜との間の密着力が低下
し、該塗料塗膜にブリスタが発生する。
The electron beam crosslinked polyolefin coated on the outermost layer of the electron beam crosslinked polyolefin coated steel sheet pile contains no antioxidant.
.. 05 to 5.0% by weight of polyolefins such as low density polyethylene, medium density polyethylene, high density polyethylene, linear low density polyethylene, polypropylene, etc., and ethylene-propylene block or random combinations. A sheet formed from a polymer or a polyolefin copolymer such as a polyamide-propylene block or random copolymer can be used. If the antioxidant content of the electron beam crosslinked polyolefin coating is less than 0.05% by weight or more than 5.0% by weight, the electron beam crosslinked polyolefin coating and various colors of fluorine-based, acrylic-silicon based, etc. Alternatively, the adhesion between the acrylic and the urethane paint film decreases, and blisters occur in the paint film.

次に電子線架橋ポリオレフィン被覆鋼矢板の電子線架橋
ポリオレフィン被覆外表面に施すコロナ放電処理につい
て説明する。コロナ放N’A理としては、放電処理後電
子線架橋ポリオレフィン被覆の表面に各種色彩の着色塗
料がはじくことなく塗布でき硬化して塗膜を形成すれは
よく、要は電子線架橋ポリオレフィン被覆の外表面に均
一に放電処理することが必要である。
Next, the corona discharge treatment applied to the outer surface of the electron beam crosslinked polyolefin coated steel sheet pile will be described. The corona radiation N'A principle is that colored paints of various colors can be applied to the surface of the electron beam crosslinked polyolefin coating after discharge treatment without repelling, and that they can be cured to form a coating film. It is necessary to apply discharge treatment uniformly to the outer surface.

この目的のために、連続的に回転するシリコーン系樹脂
を被覆したロール式電極を用いる方法等が利用できる。
For this purpose, a method using a roll-type electrode coated with a silicone resin that rotates continuously can be used.

電子線架橋ポリオレフィン被覆の外表面に均一にコロナ
放電処理されない場合は、海洋実使用試験後に該電子線
架橋ポリオレフィン被覆と各種色彩の着色塗料塗膜の間
の密着力が低下し、該塗料塗膜にブリスタが発生する。
If the outer surface of the electron beam crosslinked polyolefin coating is not uniformly treated with corona discharge, the adhesion between the electron beam crosslinked polyolefin coating and various colored paint coatings will decrease after the marine practical test, and the paint coating will deteriorate. Blisters occur.

コロナ放電処理の程度に関しては、例えば電子線架橋し
た低密度ポリエチレン、高密度ポリエチレン、エチレン
プロピレンブロック共重合体被覆の場合には、JISに
6768に規定された「ポリエチレン及びポリプロピレ
ンフィルムのぬれ試験方法」で、コロナ放電処理後の「
ぬれ指数(表面張力)」が366yn/cm以上になる
ように放電処理することが望ましい。「ぬれ指数(表面
張力)」が366yn/cm未満の場合には、海洋実使
用試験後に該電子線架橋ポリオレフィン被覆と各種色彩
の着色塗料塗膜との間の密着力が低下し、該着色塗料塗
膜にブリスタが発生する。
Regarding the degree of corona discharge treatment, for example, in the case of electron beam crosslinked low-density polyethylene, high-density polyethylene, or ethylene-propylene block copolymer coating, the "wetting test method for polyethylene and polypropylene films" specified in JIS 6768 is used. After corona discharge treatment,
It is desirable to carry out the discharge treatment so that the "wetting index (surface tension)" becomes 366 yn/cm or more. If the "wetting index (surface tension)" is less than 366 yn/cm, the adhesion between the electron beam crosslinked polyolefin coating and the colored paint film of various colors decreases after the marine practical test, and the colored paint Blisters appear on the paint film.

次に、コロナ放電処理した電子線架橋ポリオレフィン被
覆鋼矢板の表面に積層するウレタンプライマーと変性ポ
リオレフィンプライマーについて第9図により説明する
。本発明に用いるウレタンプライマーは耐水性の面から
、分子量が400〜2000で分子中に2個以上の水酸
基を持つポリオール化合物と分子中にイソシアネート基
を有するポリイソシアネート化合物との反応で得られる
末端イソシアネート基含有ウレタンプレポリマーが望ま
しい。また、変性ポリオレフィンプライマーとしては耐
水性の面から、エチレン−酢酸ビニル共重合体、無水マ
レイン酸等の酸無水物等を主成分とする変性ポリオレフ
ィンを溶剤で希釈した液状プライマーが望ましく、一般
市販品としては例えば中国塗料社製のサーモタックE2
00、サーモタックE300、サーモタックE500等
を用いることがで籾る。
Next, the urethane primer and modified polyolefin primer to be laminated on the surface of the corona discharge-treated electron beam crosslinked polyolefin-coated steel sheet pile will be explained with reference to FIG. 9. The urethane primer used in the present invention has a molecular weight of 400 to 2000 and has a terminal isocyanate obtained by the reaction of a polyol compound having two or more hydroxyl groups in the molecule with a polyisocyanate compound having an isocyanate group in the molecule. Group-containing urethane prepolymers are preferred. In addition, from the viewpoint of water resistance, the modified polyolefin primer is preferably a liquid primer prepared by diluting a modified polyolefin whose main components are ethylene-vinyl acetate copolymer, acid anhydrides such as maleic anhydride, etc. with a solvent, and general commercially available products. For example, Thermotac E2 manufactured by Chugoku Paint Co., Ltd.
00, Thermotac E300, Thermotac E500, etc. can be used.

次に、コロナ族1を処理した電子線架橋ポリオレフィン
被覆鋼矢板の表面に積層する着色塗料について説明する
。該塗料としては耐候性の面から、神東塗料社製の各種
色彩のNYボリンに等の一般市販のアクリル−ウレタン
系塗料、中国塗料社製の各種色彩のシリカラック、神東
塗料社製の各種色彩のセラフォルテ等の一般市販のアク
リル−シリコン系塗料、日本ペイント社製の各種色彩の
デュフロン、神東塗料社製の各種色彩のシントーフロン
等の一般市販のフッ素系塗料等を用いることが望ましい
Next, the colored paint to be laminated on the surface of the electron beam crosslinked polyolefin coated steel sheet pile treated with corona group 1 will be described. From the viewpoint of weather resistance, the paints include commercially available acrylic-urethane paints such as NY Borin in various colors manufactured by Shinto Paint Co., Ltd., Silica Lac in various colors manufactured by Chugoku Paint Co., Ltd., and silica lacquer in various colors manufactured by Shinto Paint Co., Ltd. Commercially available acrylic-silicon paints such as Ceraforte in various colors, Duflon in various colors manufactured by Nippon Paint Co., Ltd., and Syntoflon in various colors manufactured by Shinto Yoyo Co., Ltd. can be used. desirable.

次に本発明による重防食被覆鋼矢板の製造法について説
明する。第4図に示す如く、鋼矢板の谷部表面の最外層
に酸化防止剤を0.05〜5.0重量%含む電子線架橋
ポリオレフィンを有する電子線架橋ポリオレフィン被覆
鋼矢板3を、テーブルローラー5で移送しながら、該被
覆のウェブ部の表面9を連続的に回転する第1のロール
式電極10でコロナ放電処理し、次いでフランジ部の表
面11を連続的に回転する第2のロール式電極12でコ
ロナ放電処理し、引き続いて爪部の表面13を連続的に
回転する第3のロール式電極14でコロナ放電処理した
のち各種色彩のフッ素系塗料、アクリル−シリコン系塗
料、アクリル−ウレタン系塗料等の着色塗料を塗装し本
発明による重防食被覆鋼矢板を製造する。また本発明の
他の方法として、コロナ放電処理した後、ウレタンプラ
イマーまたは変性ポリオレフィンプライマーを塗布し、
各種色彩のフッ素系塗料、アクリル−シリコン系塗料、
アクリル−ウレタン系塗料等の着色塗料を塗装し本発明
による重防食被覆鋼矢板を製造する。また、鋼矢板の山
部の被覆の場合には第5図に示す如く、最外層に酸化防
止剤を0.05〜5.0重量%含む電子線架橋ポリオレ
フィンを鋼矢板の山部に被覆した電子線架橋ポリオレフ
ィン被′N鋼矢板3を、テーブルローラー5上で移送搬
送しながら該被覆のウェブ部の表面15を連続的に回転
する第1のロール式電極16でコロナ放電処理し、次い
でフランジ部の表面17を連続的に回転する第2のロー
ル式電極18でコロナ放電処理したのち、あるいは、コ
ロナ放電処理したのちウレタンプライマーまたは変性ポ
リオレフィンプライマーを塗布し、各種色彩のフッ素系
塗料、アクリル−シリコン系塗料、アクリル−ウレタン
系塗料等の着色塗料を塗装し本発明による重防食被N鋼
矢板を製造する。
Next, a method for manufacturing a heavily anti-corrosion coated steel sheet pile according to the present invention will be explained. As shown in FIG. 4, a steel sheet pile 3 coated with an electron beam crosslinked polyolefin having an electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of an antioxidant on the outermost layer of the surface of the trough of the steel sheet pile is placed on a table roller 5. while transporting the coating with a corona discharge treatment on the surface 9 of the web portion of the coating with a continuously rotating first rolled electrode 10, and then on the surface 11 of the flange portion with a continuously rotating second rolled electrode. 12, and then the surface 13 of the claw portion is subjected to corona discharge treatment using a third roll-type electrode 14 that rotates continuously, and then fluorine-based paints of various colors, acrylic-silicon-based paints, acrylic-urethane-based paints are applied. The heavily anti-corrosion coated steel sheet pile according to the present invention is manufactured by applying a colored paint such as paint. Another method of the present invention is to apply a urethane primer or a modified polyolefin primer after corona discharge treatment,
Fluorine paints in various colors, acrylic-silicon paints,
The heavily anti-corrosion coated steel sheet pile according to the present invention is manufactured by coating with a colored paint such as an acrylic-urethane paint. In addition, in the case of coating the peaks of steel sheet piles, as shown in Figure 5, the tops of the steel sheet piles were coated with electron beam cross-linked polyolefin containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer. The N steel sheet pile 3 covered with electron beam crosslinked polyolefin is subjected to a corona discharge treatment using a first rolling electrode 16 that continuously rotates the surface 15 of the web portion of the coating while being transferred and conveyed on a table roller 5, and then the flange After the surface 17 of the part is subjected to corona discharge treatment with a continuously rotating second roll electrode 18, or after corona discharge treatment, a urethane primer or modified polyolefin primer is applied, and fluorine-based paint of various colors, acrylic paint is applied. A heavily corrosion-protected N steel sheet pile according to the present invention is manufactured by applying a colored paint such as a silicone paint or an acrylic-urethane paint.

電子線架橋ポリオレフィン被覆面のコロナ放電処理の程
度に関しては、例えば電子線架橋した低密度ポリエチレ
ン、高密度ポリエチレン、エチレンプロピレンブロック
共重合体被覆の場合には、JIS K6768に規定さ
れた「ポリエチレン及びポリプロピレンフィルムのぬれ
試験方法」で、コロナ放電処理後の「ぬれ指数(表面張
力)」が36 dyn/cm以上になるように放電処理
する、第4図、第5図では駆動回転するシリコン系樹脂
を被覆したロール式電極をウェブ部、フランジ部、爪部
に多本ずつ配列しているが、鋼矢板の搬送速度の関係上
、コロナ放電処理が均一になり難い場合には、ロール式
電極を2本以上記列して「ぬれ指数(表面張力)」が3
6 dyn/cm以上、且つ均一になるようにする。
Regarding the degree of corona discharge treatment of the surface coated with electron beam crosslinked polyolefin, for example, in the case of electron beam crosslinked low density polyethylene, high density polyethylene, or ethylene propylene block copolymer coating, "polyethylene and polypropylene" specified in JIS K6768 is used. In Figures 4 and 5, a silicon-based resin that is driven and rotated is subjected to discharge treatment so that the "wetting index (surface tension)" after corona discharge treatment becomes 36 dyn/cm or more. A large number of coated roll-type electrodes are arranged on the web section, flange section, and claw section, but if it is difficult to achieve uniform corona discharge treatment due to the conveyance speed of the steel sheet pile, two roll-type electrodes may be arranged. If you list more than one book, the "wetting index (surface tension)" is 3.
It should be at least 6 dyn/cm and uniform.

駆動回転するロール式電極は、コロナ放電処理を均一化
するのに有効である。
A roll-type electrode that is driven and rotated is effective in making the corona discharge treatment uniform.

(発明の作用) 本発明の重防食被覆角鋼管杭は、第1図、第2図および
第7図、第8図に示す如く、鋼矢板1の外面の最外層に
酸化防止剤を0.05〜5.0重量%含み、かつ外表面
をコロナ放電処理した電子線架橋ポリオレフィン2を有
する電子線架橋ポリオレフィン被覆鋼矢板3の外表面に
、あるいは、該外表面にウレタンプライマーまたは変性
ポリオレフィンプライマー26を塗布したのち各種色彩
のフッ素系塗料、アクリル−シリコン系塗料、アクリル
−ウレタン系塗料等の着色塗料塗膜4を積層した重防食
被覆鋼矢板である。更に、本発明の重防食被覆鋼矢板の
製造法は、第4図および第5図に示す如く、鋼矢板表面
の最外層に酸化防止剤を0.05〜5.0重量%含む電
子線架橋ポリオレフィンを有する電子線架橋ポリオレフ
ィン被覆鋼矢板3を、テーブルローラー上で移送しなが
ら該表面のウェブ部、フランジ部、爪部の表面を各々連
続的に回転するロール式電極でコロナ放電処理したのち
、あるいは、コロナ放電処理したのちウレタンプライマ
ーまたは変性ポリオレフィンプライマーを塗布し、各種
色彩のフッ素系塗料、アクリル−シリコン系塗料、アク
リル−ウレタン系塗料等の着色塗料を塗装して製造する
(Function of the Invention) The heavy anti-corrosion coated rectangular steel pipe pile of the present invention has an antioxidant applied to the outermost layer of the outer surface of the steel sheet pile 1, as shown in FIGS. 1, 2, 7, and 8. Urethane primer or modified polyolefin primer 26 is applied to the outer surface of the electron beam crosslinked polyolefin coated steel sheet pile 3 having the electron beam crosslinked polyolefin 2 containing 05 to 5.0% by weight and whose outer surface has been subjected to corona discharge treatment. This is a heavily anti-corrosion coated steel sheet pile on which a colored paint film 4 of various colors such as fluorine paint, acrylic-silicon paint, acrylic-urethane paint, etc. is laminated. Furthermore, as shown in FIGS. 4 and 5, the method for manufacturing heavy anti-corrosion coated steel sheet piles of the present invention includes electron beam crosslinking containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer of the surface of the steel sheet piles. After the electron beam cross-linked polyolefin-coated steel sheet pile 3 containing polyolefin is transferred on a table roller, the surfaces of the web portion, flange portion, and claw portion of the surface are each subjected to corona discharge treatment using continuously rotating rolling electrodes. Alternatively, after corona discharge treatment, a urethane primer or a modified polyolefin primer is applied, and colored paints such as fluorine paints, acrylic-silicon paints, and acrylic-urethane paints of various colors are applied.

また、第3図および第9図中電子線架橋ポリオレフィン
2は1〜10mmの膜厚、ウレタンプライマーまたは変
性ポリオレフィンプライマー26は、5〜10μの膜厚
、各種色彩のフッ素系塗料、アクリル−シリコン系塗料
、アクリル−ウレタン系塗料等の着色塗料塗@4は10
〜100μの膜厚を有していると良好な結果が得られる
In addition, in FIGS. 3 and 9, the electron beam crosslinked polyolefin 2 has a film thickness of 1 to 10 mm, the urethane primer or modified polyolefin primer 26 has a film thickness of 5 to 10 μm, fluorine-based paints of various colors, acrylic-silicon-based Paint, colored paint such as acrylic-urethane paint @4 is 10
Good results are obtained with a film thickness of ~100μ.

(実 施 例) 実施例I F S P III型、長さ5500mmの鋼矢板をテ
ーブルローラー上で移送しながら、谷部表面をグリッド
ブラスト処理して除錆しクロメート処理剤を全クロム付
着量が350 mg/m2になるように塗布して焼き付
け、エポキシブライマーを膜厚が50μになるようにス
プレー塗装して加熱硬化させ、次いて無水マレイン酸変
性直鎮状低密度ポリエチレン接着剤をラミネートした電
子線架橋黒色低密度ポリエチレンシートを貼付け、電子
線架橋低密度ポリエチレン被覆角鋼矢板を得た。電子線
架橋黒色低密度ポリエチレン被覆中の酸化防止剤の含有
量は0.331量%で、電子線架橋黒色低密度ポリエチ
レン被覆の膜厚は2.5mm 、無水マレイン酸変性直
鎖状低密度ポリエチレン接着剤の膜厚は200μであっ
た。以上のようにして得た電子線架橋黒色低密度ポリエ
チレン被覆鋼矢板を、第4図に示すように、テーブルロ
ーラー5で移送 (搬送速度+2.0m/m1n) L
/ながら、該被覆のウェブ部の表面9を連続的に回転す
る第1のロール式電極10でコロナ放電処理し、次いで
フランジ部の表面11を連続的にJ転する第2のロール
式電極12でコロナ放電処理し、引き続いて爪部の表面
13を連続的に回転する第3のロール式電極14でコロ
ナ放電処理したのち、フッ素系塗料(日本ペイント社製
のデュフロン、色調のマルセル値:10B 5/10 
(青色))を膜厚が30μになるようにスプレー塗装し
て本発明による重防食被覆鋼矢板■を得た。コロナ放電
処理後の電子線架橋黒色低密度ポリエチレン被覆表面の
「ぬれ指数(表面張力)」は55 dyn/cmであっ
た。比較材として、上記のようにし得た電子線架橋黒色
低密度ポリエチレン被覆鋼矢板の表面をプロパンバーナ
ーで5分間加熱して表面を70〜80℃に昇温し、その
表面にウレタンプライマー(ウレタンポリマー50重量
%、トルエン50重量%)を5〜10μ塗布し、その上
にフッ素樹脂塗料(フッ素樹脂60重量%、顔料26重
量%、イソシアネート14重量%、色調のマルセル値 
10B 5/10)を30μ塗装して、比較重防食被覆
鋼矢板■を得た。以上のようにして得た本発明による重
防食被覆鋼矢板■と比較重防食被覆鋼矢板■を3年間の
海洋実使用試験に供試し、試験終了後、フッ素系塗料塗
膜あるいはフッ素樹脂塗料塗膜のブリスタ発生の有無を
観察するとともに、これらの着色塗膜と電子線架橋黒色
低密度ポリエチレン被覆との間の接着力試験「基盤目試
験: JIS K5400に従い、接着力を0〜10の
評点(io点点点点で表示」を行なった。試験結果を第
1表に示す。
(Example) Example I While transporting a FSP III type steel sheet pile with a length of 5500 mm on a table roller, the valley surface was subjected to grid blasting to remove rust, and a chromate treatment agent was applied to reduce the total amount of chromium deposited. 350 mg/m2 and baked, spray coated with epoxy primer to a film thickness of 50 μm and cured by heating, then laminated with maleic anhydride-modified straight-line low-density polyethylene adhesive. A wire-crosslinked black low-density polyethylene sheet was attached to obtain an electron beam-crosslinked low-density polyethylene-coated square steel sheet pile. The content of antioxidant in the electron beam crosslinked black low density polyethylene coating is 0.331% by weight, and the film thickness of the electron beam crosslinked black low density polyethylene coating is 2.5 mm. Maleic anhydride modified linear low density polyethylene. The film thickness of the adhesive was 200μ. The electron beam cross-linked black low-density polyethylene-coated steel sheet pile obtained as described above was transported by table rollers 5 (transport speed + 2.0 m/m1n) as shown in Fig. 4.
The surface 9 of the web portion of the coating is subjected to a corona discharge treatment with a first rolled electrode 10 that rotates continuously, and then the surface 11 of the flange portion is treated with a second rolled electrode 12 that continuously rotates. After corona discharge treatment is performed on the surface 13 of the claw portion using a third rolling electrode 14 that rotates continuously, a fluorine-based paint (Duflon manufactured by Nippon Paint Co., Ltd., color tone Marcel value: 10B) is applied. 5/10
(blue)) was spray-painted to a film thickness of 30 μm to obtain a heavily anti-corrosion coated steel sheet pile (■) according to the present invention. The "wetting index (surface tension)" of the electron beam crosslinked black low density polyethylene coated surface after the corona discharge treatment was 55 dyn/cm. As a comparison material, the surface of the electron-beam crosslinked black low-density polyethylene-coated steel sheet pile obtained as described above was heated with a propane burner for 5 minutes to raise the temperature to 70 to 80°C, and a urethane primer (urethane polymer) was applied to the surface. 50% by weight, toluene 50% by weight), and then apply 5 to 10μ of fluororesin paint (60% by weight fluororesin, 26% by weight pigment, 14% by weight isocyanate, Marcel value of color tone).
10B 5/10) was applied to obtain a comparison heavy anti-corrosion coated steel sheet pile ■. The heavy anti-corrosion coated steel sheet pile ■ according to the present invention obtained as described above and the comparison heavy anti-corrosion coated steel sheet pile ■ were subjected to a three-year marine practical use test. In addition to observing the presence or absence of blisters on the film, an adhesion test between these colored coating films and the electron beam crosslinked black low-density polyethylene coating was conducted. The test results are shown in Table 1.

第1表の結果からも明らかなように、本発明による重防
食被覆鋼矢板■は、比較重防食被覆鋼矢板■に比較して
、3年間の海洋実使用試験後もフッ素系塗料塗膜のブリ
スタ発生もなく、且つフッ素系塗料塗膜と電子線架橋黒
色低密度ポリエチレン被覆との間の接着力も充分高く、
格段に着色塗膜と重防食被覆の間の耐水接着性が格段に
優れる。
As is clear from the results in Table 1, the heavy-duty anti-corrosion coated steel sheet pile ■ according to the present invention shows a higher level of fluorine-based paint coating even after a three-year marine practical use test compared to the comparative heavy-duty anti-corrosion coated steel sheet pile ■. No blistering occurs, and the adhesion between the fluorine-based paint film and the electron beam crosslinked black low-density polyethylene coating is sufficiently high.
The water-resistant adhesion between the colored paint film and heavy anti-corrosion coating is extremely excellent.

実施例2 実施例1の本発明の重防食被覆角鋼管杭の製造に用いる
電子線架橋低密度ポリエチレン被覆鋼矢板の低密度ポリ
エチレン被覆中の酸化防止剤の含有量を0,05〜5重
量%の範囲で変えて、実施例1と同じ方法で本発明によ
る重防食被覆鋼矢板■〜■を製造した。比較例として、
実施例1と同じ方法で、該酸化防止剤の含有量が0.0
1である比較重防食被覆鋼矢板■および該酸化防止剤含
有量が6.0である比較重防食被覆鋼矢板■を製造した
。以上のようにして得た重防食被覆鋼矢板と比較重防食
被覆鋼矢板を実施例1と同じ3年間の海洋実使用試験し
、試験終了後、フッ素系塗料1j!膜あるいはフッ素樹
脂塗料塗膜のブリスタ発生の有無を観察するとともに、
これらの着色塗膜と電子線架橋低密度ポリエチレン被覆
との間の接着力試験を行なった。
Example 2 The content of antioxidant in the low-density polyethylene coating of the electron beam cross-linked low-density polyethylene-coated steel sheet pile used for manufacturing the heavy corrosion-resistant coated rectangular steel pipe pile of the present invention in Example 1 was 0.05 to 5% by weight. Heavy anti-corrosion coated steel sheet piles ① to ② according to the present invention were manufactured in the same manner as in Example 1, with changes within the range. As a comparative example,
Using the same method as in Example 1, the content of the antioxidant was 0.0.
Comparative heavy-duty anti-corrosion coated steel sheet pile (1) and comparative heavy-duty anti-corrosion coated steel sheet pile (2) having the antioxidant content of 6.0 were manufactured. The heavy-duty anti-corrosion coated steel sheet pile obtained as above and the comparison heavy-duty anti-corrosion coated steel sheet pile were subjected to the same three-year marine service test as in Example 1, and after the test was completed, fluorine-based paint 1j! In addition to observing the presence or absence of blisters in the film or fluororesin paint coating,
Adhesion tests were conducted between these colored coatings and electron beam crosslinked low density polyethylene coatings.

試験結果を第1表に示す。The test results are shown in Table 1.

第1表の結果からも明らかなように、本発明による重防
食被覆鋼矢板の電子線架橋ポリオレフィン被覆中の酸化
防止剤含有量が0.05〜5重量%の範囲であれば、3
年間の海洋実使用試験後もフッ素系塗料塗膜のブリスタ
発生もなく、且つフッ素系塗料塗膜と低密度ポリエチレ
ン被覆との間の接着力も充分高い。しかし、該酸化防止
剤の含有量が0,01重量%の場合と6重量%の場合に
は、フッ素系塗料塗膜にブリスタが発生し、且つフッ素
系塗料塗膜と電子線架橋低密度ポリエチレン被覆との間
の接着力も低下する。
As is clear from the results in Table 1, if the antioxidant content in the electron beam crosslinked polyolefin coating of the heavy corrosion protection coated steel sheet pile according to the present invention is in the range of 0.05 to 5% by weight,
Even after a year of marine practical use tests, there was no blister formation in the fluorine-based paint film, and the adhesive strength between the fluorine-based paint film and the low-density polyethylene coating was sufficiently high. However, when the content of the antioxidant is 0.01% by weight and 6% by weight, blisters occur in the fluorine-based paint film, and the fluorine-based paint film and electron beam crosslinked low-density polyethylene The adhesion between the coating and the coating is also reduced.

実施例3 実施例1と同じ方法で、電子線低密度ポリエチレン被覆
に加えるコロナ放電処理の程度を「ぬれ指数(表面張力
)」換算で36〜70dyn/cmに変化させて、本発
明による重防食被覆鋼矢板■〜■を製造した。比較例と
して、実施例1と同じ方法で該コロナ放電処理の程度を
「ぬれ指数(表面張力)」換算で34 dyn/cmと
した比較重防食被覆鋼矢板■を製造した。以上のように
して得た重防食被覆鋼矢板と比較重防食被覆鋼矢板を実
施例1と同じ3年間の海洋実使用試験し、試験終了後、
フッ素系塗料塗膜あるいはフッ素樹脂塗料塗膜のブリス
タ発生の有無を観察するとともに、これらの着色塗膜と
電子線架橋低密度ポリエチレン被覆との間の接着力試験
を行なった。試験結果を第1表に示す。
Example 3 Using the same method as in Example 1, the degree of corona discharge treatment applied to the electron beam low-density polyethylene coating was changed to 36 to 70 dyn/cm in terms of "wetting index (surface tension)" to obtain heavy corrosion protection according to the present invention. Coated steel sheet piles ■ to ■ were manufactured. As a comparative example, a comparative heavy anti-corrosion coated steel sheet pile (2) was produced in the same manner as in Example 1, in which the degree of corona discharge treatment was 34 dyn/cm in terms of "wetting index (surface tension)". The heavy-duty anti-corrosion coated steel sheet pile obtained as described above and the comparison heavy-duty anti-corrosion coated steel sheet pile were subjected to the same 3-year ocean service test as in Example 1, and after the test was completed,
In addition to observing the presence or absence of blistering in the fluorine-containing paint film or fluororesin paint film, an adhesion test was conducted between these colored paint films and the electron beam crosslinked low-density polyethylene coating. The test results are shown in Table 1.

第1表の結果からも明らかなように、本発明に用いるコ
ロナ放電処理の程度が「ぬれ指数(表面張力)」換算で
35〜70 dyn/cmでは3年間の海洋実使用試験
後もフッ素系塗料塗膜のブリスタ発生もなく、且つフッ
素系塗料塗膜と低密度ポリエチレン被覆との間の接着力
も充分高い。しかし、該「ぬれ指数(表面張力)」が3
46yn/cmではフッ素系塗料塗膜にブリスタが発生
し、且つフッ素系塗料塗膜と電子線架橋低密度ポリエチ
レン被覆との間の接着力も低下する。
As is clear from the results in Table 1, if the degree of corona discharge treatment used in the present invention is 35 to 70 dyn/cm in terms of "wetting index (surface tension)", fluorine-containing There is no occurrence of blisters in the paint film, and the adhesion between the fluorine-based paint film and the low-density polyethylene coating is sufficiently high. However, the "wetting index (surface tension)" is 3
At 46 yn/cm, blisters occur in the fluorine-based paint film, and the adhesive strength between the fluorine-based paint film and the electron beam crosslinked low-density polyethylene coating also decreases.

実施例4 実施例1と同じ方法で、電子線架橋低密度オリエチレン
被覆鋼矢板を電子線架橋高密度ポリエチレン被覆鋼矢板
、及び電子線架橋エチレンプロピレンブロック共重合体
被覆鋼矢板に変えて、本発明による重防食板ffwi矢
板■〜■を製造した。以上のようにして得た重防食被覆
鋼矢板と比較重防食被N鋼矢板を実施例1と同じ3年間
の海洋実使用試験し、試験終了後、フッ素系塗料塗膜あ
るいはフッ素樹脂塗料塗膜のブリスク発生の有無を観察
するとともに、これらの着色塗膜と電子線架橋高密度ポ
リエチレン被覆、電子線架橋エチレンプロピレンブロッ
ク共重合体被覆との間の接着力試験を行なった。試験結
果を1J1表に示す。
Example 4 In the same manner as in Example 1, the electron beam crosslinked low density oleethylene coated steel sheet pile was replaced with an electron beam crosslinked high density polyethylene coated steel sheet pile and an electron beam crosslinked ethylene propylene block copolymer coated steel sheet pile. Heavy-duty anti-corrosion board ffwi sheet piles ■ to ■ according to the invention were manufactured. The heavy anti-corrosion coated steel sheet piles obtained as described above and the comparison heavy anti-corrosion coated N steel sheet piles were subjected to the same 3-year marine use test as in Example 1, and after the test, fluorine-based paint coating or fluororesin paint coating was applied. In addition to observing the presence or absence of blisking, an adhesion test was conducted between these colored coatings and an electron beam crosslinked high-density polyethylene coating and an electron beam crosslinked ethylene propylene block copolymer coating. The test results are shown in Table 1J1.

第1表の結果からも明らかなように、本発明による重防
食被覆角鋼管杭はその製造に用いる電子線架橋ポリオレ
フィン被覆鋼矢板のポリオレフィンの種類に係わらず、
3年間の海洋実使用試験後もフッ素系塗料塗膜のブリス
タ発生もなく、且つフッ素系塗料塗膜と低密度ポリエチ
レン被覆との間の接着力も充分高い。
As is clear from the results in Table 1, the heavy corrosion protection coated rectangular steel pipe pile according to the present invention has high corrosion resistance, regardless of the type of polyolefin in the electron beam crosslinked polyolefin coated steel sheet pile used for its manufacture.
Even after three years of actual marine use tests, no blisters occurred in the fluorine-based paint film, and the adhesion between the fluorine-based paint film and the low-density polyethylene coating was sufficiently high.

実施例5 F S P III型、長さ5500mmの鋼矢板をテ
ーブルローラー上で移送しながら、山部表面をグリッド
ブラスト処理して除錆しクロメート処理剤を全クロム付
着量が350 mg/m2になるように塗布して焼き付
け、エポキシブライマーを膜厚が50μになるようにス
プレー塗装して加熱硬化させ、次いで無水マレイン酸変
性直鎮状低密度ポリエチレン接着剤をラミネートした電
子線架橋黒色低密度ポリエチレンシートを貼付け、電子
線架橋低密度ポリエチレン被覆角鋼矢板を得た。電子線
架橋黒色低密度ポリエチレン被覆中の酸化防止剤の含有
量は0.3重量%で、電子線架橋黒色低密度ポリエチレ
ン被覆の膜厚は2.5 mm、無水マレイン酸変性直鎖
状低密度ポリエチレン接着剤の膜厚は200μであった
。以上のようにして得た電子線架橋黒色低密度ポリエチ
レン被覆鋼矢板を、第5図に示すように、テーブルロー
ラー5で移送(搬送速度: 2.0m/win ) L
/ながら、該被覆のウェブ部の表面15を連続的に回転
する第1のロール式電極16でコロナ放tIA理し、次
いでフランジ部の表面17を連続的に回転する第2のロ
ール式電極18でコロナ放電処理したのち、第2表に示
すアクリル−シリコン系及びアクリル−ウレタン系着色
塗料を膜厚30μに塗装し、本発明による重防食被覆鋼
矢板■〜0を製造した。以上のようにして得た重防食被
覆角鋼矢板を実施例1と同じ3年間の海洋実使用試験し
、試験終了後、フッ素系塗料塗膜あるいはフッ素樹脂塗
料塗膜のブリスタ発生の有無を観察するとともに、これ
らの着色塗膜と電子線架橋低密度ポリエチレン被覆との
間の接着力試験を行なった。
Example 5 While transporting a FSP III type steel sheet pile with a length of 5500 mm on a table roller, the surface of the mountain part was subjected to grid blasting to remove rust, and the chromate treatment agent was applied to the total chromium adhesion amount to 350 mg/m2. The epoxy primer was spray-coated to a film thickness of 50 μm and cured by heating, and then a maleic anhydride-modified linear low-density polyethylene adhesive was laminated with electron beam cross-linked black low-density polyethylene. The sheet was attached to obtain an electron beam crosslinked low density polyethylene coated square steel sheet pile. The content of antioxidant in the electron beam crosslinked black low density polyethylene coating was 0.3% by weight, the film thickness of the electron beam crosslinked black low density polyethylene coating was 2.5 mm, and the maleic anhydride modified linear low density The film thickness of the polyethylene adhesive was 200μ. The electron beam cross-linked black low-density polyethylene coated steel sheet pile obtained as described above is transported by table rollers 5 (transport speed: 2.0 m/win) as shown in FIG.
/ while the surface 15 of the web portion of the coating is subjected to corona radiation treatment with a continuously rotating first rolled electrode 16, and then the surface 17 of the flange portion is subjected to corona radiation treatment with a continuously rotating second rolled electrode 18. After corona discharge treatment, the acrylic-silicon and acrylic-urethane colored paints shown in Table 2 were applied to a thickness of 30 μm to produce heavy anti-corrosion coated steel sheet piles 1 to 0 according to the present invention. The heavy anti-corrosion coated square steel sheet pile obtained as described above was subjected to the same 3-year marine practical test as in Example 1, and after the test was completed, the presence or absence of blisters in the fluorine-based paint film or fluororesin paint film was observed. At the same time, an adhesion test was conducted between these colored coatings and an electron beam crosslinked low density polyethylene coating.

試験結果を第1表に示す。The test results are shown in Table 1.

第1表の結果からも明らかなように、アクリル−シリコ
ン系あるいはアクリル−ウレタン系の着色塗料を用いた
場合にも、3年間の海洋実使用試験後も着色塗料塗膜の
ブリスタ発生もなく、且つ着色塗料塗膜と電子線架橋低
密度ポリエチレン被覆との間の接着力も充分高い。
As is clear from the results in Table 1, even when acrylic-silicon-based or acrylic-urethane-based colored paints were used, there was no occurrence of blisters in the colored paint film even after three years of actual marine usage tests. Moreover, the adhesion between the colored paint film and the electron beam crosslinked low density polyethylene coating is sufficiently high.

実施例6 F S P III型、長さ5500mmの鋼矢板をテ
ーブルローラー上で移送しながら、谷部表面をグリッド
ブラスト処理して除錆しクロメート処理剤を全クロム付
着量が350 mg/m’になるように塗布して焼き付
け、エポキシブライマーを膜厚が50μになるようにス
プレー塗装して加熱硬化させ、次いで無水マレイン酸変
性直鎮状低密度ポリエチレン接着剤をラミネートした電
子線架橋黒色低密度ポリエチレンシートを貼付け、電子
線架橋低密度ポリエチレン被覆角鋼矢板を得た。電子線
架橋黒色低密度ポリエチレン被覆中の酸化防止剤の含有
量は0.3重量%で、電子線架橋黒色低密度ポリエチレ
ン被覆の膜厚は2.5mm 、無水マレイン酸変性直鎮
状低密度ポリエチレン接着剤の膜厚は200μであった
。以上のようにして得た電子線架橋黒色低密度ポリエチ
レン被覆鋼矢板を、第4図に示すように、テーブルロー
ラー5で移送 (搬送速度:2.Om/m1n) L/
ながら、該被覆のウェブ部の表面9を連続的に回転する
第1のロール式電極10でコロナ放電処理し、次いでフ
ランジ部の表面11を連続的に回転する第2のロール式
電極12でコロナ放電処理し、引き続いて爪部の表面1
3を連続的に回転する第3のロール式電i14でコロナ
放電処理したのち、変性ポリオレフィンプライマー(中
国塗料社製「サーモタックE300.)を5〜10μ塗
布し、フッ素系塗料(日本ベイント社製のデュフロン、
色調のマルセル値:10B 5/10 (青色))を膜
厚が30μになるようにスプレー塗装して本発明による
重防食被覆鋼矢板■を得た。コロナ放電処理後の電子線
架橋黒色低密度ポリエチレン被覆表面の「ぬれ指数(表
面張力)」は55 dyn/cmであった。比較材とし
て、上記のようにして得た電子線架橋黒色低密度ポリエ
チレン被覆鋼矢板の表面をプロパンバーナーで5分間加
熱して表面を70〜80℃に昇温し、その表面にウレタ
ンプライマー(ウレタンポリマー50重量%、トルエン
50重量%)を5〜10μ塗布し、その上にフッ素樹脂
塗料(フッ素樹脂60重量%、顔料261i量%、イソ
シアネート14重量%、色調のマルセル値: IOB 
5/10)を30μ塗装して、比較重防食被覆鋼矢板の
を得た。以上のようにして得た本発明による重防食被覆
鋼矢板■と比較重防食被覆鋼矢板■を3年間の海洋実使
用試験に供試し、試験終了後、フッ素系塗料塗膜あるい
はフッ素樹脂塗料塗膜のブリスタ発生の有無を観察する
とともに、これらの着色!!!膜と電子線架橋黒色低密
度ポリエチレン被覆との間の接着力試験[基盤目試験:
 JIS K 5400に従い、接着力をO〜10の評
点(10点満点)で表示]を行なった。試験結果を第3
表に示す。
Example 6 F S P III type steel sheet pile with a length of 5500 mm was transported on a table roller, and the valley surface was subjected to grid blasting to remove rust, and a chromate treatment agent was applied to the steel sheet pile until the total chromium adhesion amount was 350 mg/m' The epoxy primer was spray-painted to a film thickness of 50 μm and cured by heating, and then a maleic anhydride-modified linear low-density polyethylene adhesive was laminated with an electron beam cross-linked black low-density adhesive. A polyethylene sheet was attached to obtain an electron beam cross-linked low-density polyethylene-coated square steel sheet pile. The content of antioxidant in the electron beam crosslinked black low density polyethylene coating is 0.3% by weight, and the film thickness of the electron beam crosslinked black low density polyethylene coating is 2.5 mm. The film thickness of the adhesive was 200μ. The electron beam cross-linked black low-density polyethylene-coated steel sheet pile obtained as described above was transported by table rollers 5 (conveying speed: 2.0m/m1n) as shown in FIG.
Meanwhile, the surface 9 of the web portion of the coating is subjected to a corona discharge treatment with a continuously rotating first rolled electrode 10, and then the surface 11 of the flange portion is subjected to a corona discharge treatment with a continuously rotating second rolled electrode 12. After the electric discharge treatment, the nail surface 1
After corona discharge treatment with the third roll-type electric i14 that rotates continuously, 5 to 10μ of a modified polyolefin primer (Thermotac E300, manufactured by Chugoku Paint Co., Ltd.) is applied, and a fluorine-based paint (manufactured by Nihon Baint Co., Ltd.) is applied. duflon,
A heavy anti-corrosion coated steel sheet pile (2) according to the present invention was obtained by spray painting a coated sheet with a Marcel color (Marcel value: 10B 5/10 (blue)) to a film thickness of 30 μm. The "wetting index (surface tension)" of the electron beam crosslinked black low density polyethylene coated surface after the corona discharge treatment was 55 dyn/cm. As a comparison material, the surface of the electron beam crosslinked black low density polyethylene coated steel sheet pile obtained as described above was heated with a propane burner for 5 minutes to raise the temperature to 70 to 80°C, and a urethane primer (urethane primer) was applied to the surface. Apply 5 to 10 microns of fluororesin paint (60% by weight of fluororesin, 261i amount of pigment, 14% by weight of isocyanate, Marcel value of color tone: IOB).
5/10) was coated with 30 μm of paint to obtain comparatively heavy anti-corrosion coated steel sheet piles. The heavy anti-corrosion coated steel sheet pile ■ according to the present invention obtained as described above and the comparison heavy anti-corrosion coated steel sheet pile ■ were subjected to a three-year marine practical use test. In addition to observing the presence or absence of blisters on the membrane, check the coloring of these! ! ! Adhesion test between membrane and electron beam cross-linked black low-density polyethylene coating [Substrate test:
In accordance with JIS K 5400, the adhesive strength was expressed on a scale of 0 to 10 (out of 10). Third test result
Shown in the table.

′s3表の結果からも明らかなように、本発明による重
防食被覆鋼矢板は、比較重防食被覆鋼矢板に比較して、
3年間の海洋実使用試験後もフッ素系塗料塗膜のブリス
タ発生もなく、且つフッ素系塗料塗膜と電子線架橋黒色
低密度ポリエチレン被覆との間の接着力も充分高く、着
色塗膜と重防食被覆の間の耐水接着性が格段に優れる。
As is clear from the results in Table 's3, the heavy-duty anti-corrosion coated steel sheet pile according to the present invention, compared to the comparative heavy-duty anti-corrosion coated steel sheet pile,
Even after 3 years of marine practical use tests, there was no blistering of the fluorine-based paint film, and the adhesion between the fluorine-based paint film and the electron beam cross-linked black low-density polyethylene coating was sufficiently high, and the colored paint film and heavy corrosion protection were maintained. The water-resistant adhesion between the coatings is extremely excellent.

実施例7 実施例6の本発明の重防食被覆角鋼管杭の製造に用いる
電子線架橋低密度ポリエチレン被覆鋼矢板の低密度ポリ
エチレン被覆中の酸化防止剤の含有量を0.05〜5重
量%の範囲で変えて、実施例6と同し方法で本発明によ
る一重防食被覆鋼矢板■〜■を製造した。比較例として
、実施例6と同じ方法で、該酸化防止剤の含有量が0.
01である比較重防食被覆鋼矢板■および該酸化防止剤
含有量が6.0である比較重防食被覆鋼矢板■を製造し
た。以上のようにして得た重防食被覆鋼矢板と比較重防
食被覆鋼矢板を実施例6と同じ3年間の海洋実使用試験
し、試験終了後、フッ素系塗料塗膜あるいはフッ素樹脂
塗料塗膜のブリスタ発生の有無を観察するとともに、こ
れらの着色塗膜と電子線架橋低密度ポリエチレン被覆と
の間の接着力試験を行なった。
Example 7 The content of antioxidant in the low-density polyethylene coating of the electron beam cross-linked low-density polyethylene-coated steel sheet pile used for manufacturing the heavy corrosion-resistant coated square steel pipe pile of the present invention in Example 6 was 0.05 to 5% by weight. Single anti-corrosion coated steel sheet piles (1) to (2) according to the present invention were manufactured in the same manner as in Example 6, with the changes being made within the following range. As a comparative example, the same method as in Example 6 was carried out, but the content of the antioxidant was 0.
Comparative heavy-duty anti-corrosion coated steel sheet pile (2) having the antioxidant content of No. 01 and comparative heavy-duty anti-corrosion coated steel sheet pile (2) having the antioxidant content of 6.0 were manufactured. Comparison of the heavy-duty anti-corrosion coated steel sheet piles obtained as above The heavy-duty anti-corrosion coated steel sheet piles were subjected to the same 3-year marine service test as in Example 6, and after the test, fluorine-based paint coating or fluororesin paint coating was applied. In addition to observing the presence or absence of blistering, an adhesion test was conducted between these colored coatings and the electron beam crosslinked low density polyethylene coating.

試験結果を第3表に示す。The test results are shown in Table 3.

第3表の結果からも明らかなように、本発明による重防
食被覆鋼矢板の電子線架橋ポリオレフィン被覆中の酸化
防止剤含有量が0.05〜5重量%の範囲であれば、3
年間の海洋実使用試験後もフッ素系塗料塗膜のブリスタ
発生もなく、且つフッ素系塗料塗膜と低密度ポリエチレ
ン被覆との間の接着力も充分高い。しかし、該酸化防止
剤の含有量が0.01重量%の場合と6重量%の場合に
は、フッ素系塗料=Sにブリスタが発生し、且つフッ素
系塗料塗膜と電子線架橋低密度ポリエチレン被覆との間
の接着力も低下する。
As is clear from the results in Table 3, if the antioxidant content in the electron beam crosslinked polyolefin coating of the heavy corrosion protection coated steel sheet pile according to the present invention is in the range of 0.05 to 5% by weight,
Even after a year of marine practical use tests, there was no blister formation in the fluorine-based paint film, and the adhesive strength between the fluorine-based paint film and the low-density polyethylene coating was sufficiently high. However, when the antioxidant content is 0.01% by weight and 6% by weight, blisters occur in the fluorine-based paint S, and the fluorine-based paint film and electron beam crosslinked low-density polyethylene The adhesion between the coating and the coating is also reduced.

実施例8 実施例6と同じ方法で、電子線低密度ポリエチレン被覆
に加えるコロナ放電処理の程度を「ぬれ指数(表面張力
)」換算で36〜7゜dyn/cmに変化させて、本発
明による重防食被覆鋼矢板■〜■を製造した。比較例と
して、実施例6と同じ方法で該コロナ放電処理の程度を
「ぬれ指数(表面張力)」換算で346yn/cmとし
た比較重防食被覆鋼矢板■を製造した。以上のようにし
て得た重防食被覆鋼矢板と比較重防食被覆鋼矢板を実施
例6と同じ3年間の海洋実使用試験し、試験終了後、フ
ッ素系塗料塗膜あるいはフッ素樹脂塗料塗膜のブリスタ
発生の有無を観察するとともに、これらの着色塗膜と電
子線架橋低密度ポリエチレン被覆との間の接着力試験を
行なフた。試験結果を纂3表に示す。
Example 8 In the same manner as in Example 6, the degree of corona discharge treatment applied to the electron beam low-density polyethylene coating was varied from 36 to 7° dyn/cm in terms of "wetting index (surface tension)", and the results were obtained according to the present invention. Heavy anti-corrosion coated steel sheet piles ■ to ■ were manufactured. As a comparative example, a comparative heavy anti-corrosion coated steel sheet pile (2) was produced using the same method as in Example 6, in which the degree of corona discharge treatment was 346 yn/cm in terms of "wetting index (surface tension)". Comparison of the heavy-duty anti-corrosion coated steel sheet piles obtained as above The heavy-duty anti-corrosion coated steel sheet piles were subjected to the same 3-year marine service test as in Example 6, and after the test, fluorine-based paint coating or fluororesin paint coating was applied. The presence or absence of blistering was observed, and an adhesion test was conducted between these colored coatings and the electron beam crosslinked low density polyethylene coating. The test results are shown in Table 3.

第3表の結果からも明らかなように、本発明に用いるコ
ロナ放電処理の程度が「ぬれ指数(表面張力)」換算で
36〜70 dyn/cmでは3年間の海洋実使用試験
後もフッ素系塗料塗膜のブリスタ発生もなく、且つフッ
素系塗料塗膜と低密度ポリエチレン被覆との間の接着力
も充分高い、しかし、該「ぬれ指数(表面張力)」が3
46yn/cmではフッ素系塗料塗膜にブリスタが発生
し、且つフッ素系塗料塗膜と電子線架橋低密度ポリエチ
レン被覆との間の接着力も低下する。
As is clear from the results in Table 3, if the degree of corona discharge treatment used in the present invention is 36 to 70 dyn/cm in terms of "wetting index (surface tension)", fluorine-containing There is no blistering of the paint film, and the adhesion between the fluorine-based paint film and the low-density polyethylene coating is sufficiently high.However, the "wetting index (surface tension)" is 3.
At 46 yn/cm, blisters occur in the fluorine-based paint film, and the adhesive strength between the fluorine-based paint film and the electron beam crosslinked low-density polyethylene coating also decreases.

実施例9 実施例6と同じ方法で、電子線架橋低密度ポリエチレン
被覆鋼矢板を電子線架橋高密度ポリエチレン被覆鋼矢板
、及び電子線架橋エチレンプロピレンブロック共重合体
被覆鋼矢板に変えて、本発明による重防食被覆鋼矢板■
〜■を製造した。以上のようにして得た重防食被覆鋼矢
板と比較重防食被覆鋼矢板を実施例6と同じ3年間の海
洋実使用試験し、試験終了後、フッ素系塗料塗膜あるい
はフッ素樹脂塗料塗膜のブリスタ発生の有無を観察する
とともに、これらの着色塗膜と電子線架橋高密度ポリエ
チレン被覆、電子線架橋エチレンプロピレンブロック共
重合体被覆との間の接着力試験を行なった。試験結果を
第3表に示す。
Example 9 Using the same method as in Example 6, the present invention was carried out by changing the electron beam crosslinked low density polyethylene coated steel sheet pile to an electron beam crosslinked high density polyethylene coated steel sheet pile and an electron beam crosslinked ethylene propylene block copolymer coated steel sheet pile. Heavy-duty anti-corrosion coated steel sheet pile■
~■ was manufactured. Comparison of the heavy-duty anti-corrosion coated steel sheet piles obtained as above The heavy-duty anti-corrosion coated steel sheet piles were subjected to the same 3-year marine service test as in Example 6, and after the test, fluorine-based paint coating or fluororesin paint coating was applied. In addition to observing the presence or absence of blistering, an adhesion test was conducted between these colored coatings and the electron beam crosslinked high-density polyethylene coating and the electron beam crosslinked ethylene propylene block copolymer coating. The test results are shown in Table 3.

第3表の結果からも明らかなように、本発明による重防
食被覆鋼矢板はその製造に用いる電子線架橋ポリオレフ
ィン被覆鋼矢板の電子線架橋ポリオレフィンの種類に係
わらず、3年間の海洋実使用試験後もフッ素塗料塗膜の
ブリスタ発生もなく、且つフッ素糸塗料!!!膜と低密
度ポリエチレン被覆との間の接着力も充分高い。
As is clear from the results in Table 3, the heavy corrosion-resistant coated steel sheet pile according to the present invention was subjected to a three-year marine practical use test regardless of the type of electron beam crosslinked polyolefin used in the electron beam crosslinked polyolefin coated steel sheet pile used for its manufacture. There was no blister formation of the fluorine paint film after use, and the fluorine thread paint! ! ! The adhesion between the membrane and the low density polyethylene coating is also sufficiently high.

実施例10 F S P III型、長さ5500mmの鋼矢板をテ
ーブルローラー上で移送しながら、山部表面をグリッド
ブラスト処理して除錆しクロメート処理剤を全クロム付
着量が350 mg/m2になるように塗布して焼き付
け、エポキシプライマーを膜厚が50μになるようにス
プレー塗装して加熱硬化させ、次いで無水マレイン酸変
性直鎮状低密度ポリエチレン接着剤をラミネートした電
子線架橋黒色低密度ポリエチレンシートを貼付け、電子
線架橋低密度ポリエチレン被覆角鋼矢板を得た。電子線
架橋黒色低密度ポリエチレン被覆中の酸化防止剤の含有
量は0.3重量%で、電子線架橋黒色低密度ポリエチレ
ン被覆の膜厚は2.5 mm、無水マレイン酸変性直鎖
状低密度ポリエチレン接着剤の膜厚は200μであった
。以上のようにして得た電子線架橋黒色低密度ポリエチ
レン被覆鋼矢板を、第5図に示すように、テーブルロー
ラー5で移送(搬送速度+ 2.0m/min ) L
/ながら、該被覆のウェブ部の表面15を連続的に回転
する第1のロール式電極16でコロナ放電処理し、次い
でフランジ部の表面17を連続的に回転する第2のロー
ル式電極18でコマナ放N’A理したのち、該表面にウ
レタンプライマー(末端イソシアネート基含有ウレタン
プレポリマー50重量%、トルエン50重量%)を塗布
し、その表面に第2表に示すアクリル−シリコン系及び
アクリル−ウレタン系着色塗料を膜厚30μに塗装し、
本発明による重防食被覆鋼矢板■〜@を製造した。以上
のようにして得た重防食被覆角鋼矢板を実施例6と同じ
3年間の海洋実使用試験し、試験終了後、フッ素系塗料
塗膜あるいはフッ素樹脂塗料塗膜のブリスタ発生の有無
を観察するとともに、これらの着色塗膜と電子線架橋低
密度ポリエチレン被覆との間の接着力試験を行なった。
Example 10 F S P III type steel sheet pile with a length of 5,500 mm was transferred on table rollers, and the surface of the peaks was subjected to grid blasting to remove rust and the chromate treatment agent was applied to the total chromium coating amount to 350 mg/m2. The epoxy primer was spray-painted to a film thickness of 50 μm and cured by heating, and then a maleic anhydride-modified straight-cured low-density polyethylene adhesive was laminated with electron beam cross-linked black low-density polyethylene. The sheet was attached to obtain an electron beam crosslinked low density polyethylene coated square steel sheet pile. The content of antioxidant in the electron beam crosslinked black low density polyethylene coating was 0.3% by weight, the film thickness of the electron beam crosslinked black low density polyethylene coating was 2.5 mm, and the maleic anhydride modified linear low density The film thickness of the polyethylene adhesive was 200μ. The electron beam cross-linked black low-density polyethylene coated steel sheet pile obtained as described above is transported by table rollers 5 (transport speed + 2.0 m/min) L as shown in FIG.
/ while the surface 15 of the web part of the coating is corona discharge treated with a continuously rotating first rolled electrode 16, and then the surface 17 of the flange part is treated with a continuously rotating second rolled electrode 18. After the comana-N'A treatment, a urethane primer (50% by weight of urethane prepolymer containing terminal isocyanate groups, 50% by weight of toluene) was applied to the surface, and the acrylic-silicon and acrylic-based primers shown in Table 2 were applied to the surface. Apply urethane colored paint to a thickness of 30μ,
Heavy anti-corrosion coated steel sheet piles ① to @ according to the present invention were manufactured. The heavy anti-corrosion coated square steel sheet pile obtained as described above was subjected to the same 3-year marine use test as in Example 6, and after the test was completed, the presence or absence of blisters in the fluorine-based paint film or fluororesin paint film was observed. At the same time, an adhesion test was conducted between these colored coatings and an electron beam crosslinked low density polyethylene coating.

試験結果を第3表に示す。The test results are shown in Table 3.

第3表の結果からも明らかなように、アクリル−シリコ
ン系あるいはアクリル−ウレタン系の着色塗料を用いた
場合にも、3年間の海洋実使用試験後も着色塗料塗膜の
ブリスタ発生もなく、且つ着色塗料塗膜と電子線架橋低
密度ポリエチレン被覆との間の接着力も充分高い。
As is clear from the results in Table 3, even when acrylic-silicon-based or acrylic-urethane-based colored paints were used, there was no occurrence of blisters in the colored paint film even after three years of actual marine usage tests. Moreover, the adhesion between the colored paint film and the electron beam crosslinked low density polyethylene coating is sufficiently high.

(発明の効果) 以上の実施例からも明らかなように、鋼矢板表面の最外
層に酸化防止剤を0.05〜5.0重量%含み、且つ表
面をコロナ放電処理した電子線架橋ポリオレフィンを有
オる電子線架橋ポリオレフィン被覆鋼矢板の表面に、あ
るいは該表面にウレタンプライマーまたは変性ポリオレ
フィンプライマーを塗布したのち、各種色彩のフッ素系
塗料、アクリル−シリコン系塗料、アクリル−ウレタン
系塗料等の着色塗料を塗装して得られる本発明による重
防食被覆鋼矢板は、従来の重防食被覆鋼材に比較して、
各種色彩のフッ素系塗料、アクリル−シリコン系塗料、
アクリル−ウレタン系塗料等の着色塗料塗膜と電子線架
橋ポリオレフィン被覆との間の耐水接着性が格段に優れ
る。
(Effect of the invention) As is clear from the above examples, electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer of the surface of the steel sheet pile and having the surface treated with corona discharge is used. After applying a urethane primer or a modified polyolefin primer to the surface of existing electron beam cross-linked polyolefin-coated steel sheet piles, coloring with various colors of fluorine-based paints, acrylic-silicon-based paints, acrylic-urethane-based paints, etc. The heavy-duty anti-corrosion coated steel sheet pile according to the present invention obtained by coating with paint has the following properties compared to conventional heavy-duty anti-corrosion coated steel materials:
Fluorine paints in various colors, acrylic-silicon paints,
Water-resistant adhesion between a colored paint film such as an acrylic-urethane paint and an electron beam crosslinked polyolefin coating is extremely excellent.

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

第1図及び第7図は鋼矢板の谷部に本発明の被覆を施し
た重防食被覆鋼矢板の一部断面、第2図及び第8図は鋼
矢板の山部に本発明の被覆を施した重防食被覆鋼矢板の
一部断面、第3図及び第9図は本発明による重防食被覆
鋼矢板の一部断面図、第4図と第5図は本発明による重
防食被覆鋼矢板の製造法の一例を示す図、第6図は従来
の重防食被覆鋼材の一部断面図である。 図中1は鋼矢板または鋼材、2はコロナ放電処理した電
子線架橋ポリオレフィン、3は最外層に酸化防止剤を0
.05〜5.0重量%含んだ電子線架橋ポリオレフィン
被覆鋼矢板、4は各種色彩を有するフッ素系、アクリル
−シリコン系、アクリル−ウレタン系塗料等の着色塗料
塗膜、5はテーブルローラー、6はクロメート処理剤被
膜、7はエポキシブライマー塗膜、8は変性ポリオレフ
ィン接着剤、9,11.13は谷部に電子線架橋ポリオ
レフィンを被覆した鋼矢板のウェブ部、フランジ部、爪
部の各表面、15.17は山部に電子線架橋ポリオレフ
ィンを被覆した鋼矢板のウェブ部、フランジ部の各表面
、10,12,14,16.18は連続的に回転するロ
ール電極、20は無機系ブライマー、21は有機系ブラ
イマー、22は接着剤層、23はポリオレフィン樹脂層
、24はウレタンプライマー層、25は着色顔料を含有
するフッ素系樹脂層、26はウレタンプライマーまたは
変性ポリオレフィンプライマー層を各々示す。 他4名 第 図 第 図 系1!4等の看色塗)4塗膜 第 7 図 第 図 第 図 6 クロメート処理剤被膜 7 エポキシブライマー塗膜 8・変性ポリオレフィン接着剤 26  ウレタンプライマーまたは変性ポリオレフイン
ブライマー手 続 補 正 書 1゜ 事件の表示 平成χ年 特 許 顆 第22771j号 2゜ 発明の名称 氏 名(名称) 新日本製鐵株式會社 4゜ 代 理 人 住 所 東京都千代田区丸の内2丁目6番2号丸の内へ重洲ビル
3307゜ 補正の対象 飢 補正の内容 別紙のとおり 補 正 書 本願明細書および図面中下記事項を補正いたします。 記 1、第6頁13行目に 「するという問題がある。」とあるを 「しがちであり、より一層の耐水接着性の向上が望まれ
ている。」と訂正する。 2、第12頁11〜12行目に 「は本発明にいささかの支障も来すものではない。」と
あるを 「もてきる。」と訂正する。 3、第19頁2行目、第23頁15行目、第32頁15
行目に 「重防食被覆角鋼管杭」とあるをそれぞれ「重防食被覆
鋼矢板」と訂正する。 4、第19頁7行目に 「被覆鋼矢板3」とあるを 「被覆鋼矢板」と訂正する。 5、第31頁4行目に 「矢板■」とあるを 「矢板[株]」と訂正する。 6−第31頁6〜16行目に 「比較材として、・・・・・・・比較重防食被覆鋼矢板
■を得た。」とあるを削除する。 7、第31頁17〜18行目に 「重防食板Nw4矢板■と比較重防食被N鋼矢板■」と
あるを 「重防食被覆鋼矢板[相]」と訂正する。 8、第32頁7〜8行目に 「比較重防食被N鋼矢板に比較して、」とあるを削除す
る。 9、第32頁12行目に 「格段に」とあるを削除する。 10  第32頁20行目に 「鋼矢板■〜■」とあるを 「鋼矢板[相]〜■」と訂正する。 11  第33頁2行目に 「比較重防食被覆鋼矢板■」とあるを 「比較重防食被覆鋼矢板■」と訂正する。 12  第33頁4行目に 「矢板■」とあるを 「矢板■」と訂正する。 13、第34頁9行目に 「鋼矢板■〜■」とあるを 「鋼矢板0〜O」と訂正する。 第34頁12行目に 「比較重防食被覆鋼矢板■」とあるを 「比較重防食被覆鋼矢板■」と訂正する。 第35頁17行目に 「重防食被覆鋼矢板■〜■」とあるを 「重防食被覆鋼矢板O〜■」と訂正する。 ]6 第38頁3行目に 「重防食被覆鋼矢板■〜0」とあるを 「重防食被覆鋼矢板[相]〜G」と訂正する。 第41頁、第42頁「第3表」を次の如く訂正する。 5 7 4 18、図面中「第1図」「第2図」「第3図」「第6図
」「第7図」「第8図」「第9図」を本日提出の図面に
訂正する。 第 図 第 図 系塗T4等の着色塗)4塗欣 第 3 図 1:鋼矢板 2:コロナ放電処理した電子線架槙ポリオレフィン4、
各種色彩を有するフッ素系、アクリル−シリコン系、系
塗料等の着色塗料塗膜 6、クロメート処理剤被膜 7;エポキシブライマー塗膜 8:変性ポリオレフィン接着剤 アクリル−ウレタン 第6図 第 図 鋼矢奢にシ ロ ウレタンプライマ または変性ポリオレフィンプライマ 第9 図 鋼矢板 クロメート処理剤被膜 エポキシブライマー塗膜 変性ポリオレフィン接@剤
Figures 1 and 7 are partial cross-sections of heavily anti-corrosion coated steel sheet piles in which the troughs of the steel sheet piles are coated with the coating of the present invention, and Figures 2 and 8 are the crests of the steel sheet piles in which the coating of the present invention is coated. FIGS. 3 and 9 are partial cross-sectional views of the heavily anti-corrosion coated steel sheet pile according to the present invention, and FIGS. 4 and 5 are cross-sectional views of the heavily anti-corrosion coated steel sheet pile according to the present invention. FIG. 6 is a partial cross-sectional view of a conventional heavy corrosion-resistant coated steel material. In the figure, 1 is a steel sheet pile or steel material, 2 is an electron beam cross-linked polyolefin treated with corona discharge, and 3 is an antioxidant in the outermost layer.
.. 05 to 5.0% by weight of electron beam cross-linked polyolefin-coated steel sheet piles, 4 is a colored paint film such as fluorine-based, acrylic-silicon-based, acrylic-urethane-based paint having various colors, 5 is a table roller, 6 is a Chromate treatment agent coating, 7 is an epoxy primer coating, 8 is a modified polyolefin adhesive, 9, 11.13 is each surface of the web part, flange part, and claw part of the steel sheet pile whose valleys are coated with electron beam crosslinked polyolefin, 15.17 is a steel sheet pile web portion whose ridges are coated with electron beam crosslinked polyolefin, each surface of the flange portion, 10, 12, 14, 16.18 are continuously rotating roll electrodes, 20 is an inorganic brimer, 21 is an organic primer, 22 is an adhesive layer, 23 is a polyolefin resin layer, 24 is a urethane primer layer, 25 is a fluororesin layer containing a colored pigment, and 26 is a urethane primer or a modified polyolefin primer layer. 4 Coatings (7) Chromate treatment agent coating 7 Epoxy primer coating 8/Modified polyolefin adhesive 26 Urethane primer or modified polyolefin in primer Procedural Amendment 1゜Indication of the case 2008 Patent No. 22771j 2゜Name of the invention Name Nippon Steel Corporation 4゜Agent address 2-6-2 Marunouchi, Chiyoda-ku, Tokyo Sub Building 3307° Target of Amendment Contents of Amendment As shown in the attached document, the following matters will be amended in the specification and drawings of the application. In Note 1, page 6, line 13, the phrase ``There is a problem of smearing.'' has been corrected to ``There is a tendency to smear, and further improvement in water-resistant adhesion is desired.'' 2. On page 12, lines 11 and 12, the phrase ``does not pose any hindrance to the present invention.'' is corrected to ``It comes.'' 3, page 19, line 2, page 23, line 15, page 32, line 15
In the first line, the words "heavy corrosion-resistant coated square steel pipe piles" are corrected to "heavy-heavy corrosion-proof coated steel sheet piles." 4. On page 19, line 7, the phrase "coated steel sheet pile 3" is corrected to "coated steel sheet pile." 5. In the 4th line of page 31, "Yaita■" is corrected to "Yaita [stock]". 6- Delete the following from lines 6 to 16 on page 31: ``As a comparison material... comparatively heavy anti-corrosion coated steel sheet pile ■ was obtained.'' 7. On page 31, lines 17 and 18, the phrase "Heavy corrosion protection plate Nw4 sheet pile ■ and comparison heavy corrosion protection coated N steel sheet pile ■" is corrected to read "Heavy corrosion protection coated steel sheet pile [phase]". 8. On page 32, lines 7 and 8, delete the text ``Compared to heavily corrosion-protected N steel sheet piles.'' 9. Delete "significantly" on page 32, line 12. 10 On page 32, line 20, "Steel sheet piles ■~■" is corrected to "Steel sheet piles [phase]~■". 11 In the second line of page 33, the text "Comparative heavy corrosion-resistant coated steel sheet pile ■" is corrected to "Comparative heavy-duty corrosion-proof coated steel sheet pile ■." 12 On page 33, line 4, "Yaita ■" is corrected to "Yaita ■." 13. On page 34, line 9, "Steel sheet piles ■~■" is corrected to "Steel sheet piles 0~O." On page 34, line 12, "Comparative heavy corrosion-resistant coated steel sheet pile ■" is corrected to "Comparative heavy-duty anti-corrosion coated steel sheet pile ■." On page 35, line 17, the words "heavy anti-corrosion coated steel sheet piles ■~■" are corrected to "heavy anti-corrosion coated steel sheet piles O~■". ] 6 On page 38, line 3, "heavy anti-corrosion coated steel sheet pile ■~0" is corrected to "heavy anti-corrosion coated steel sheet pile [phase]~G". “Table 3” on pages 41 and 42 is corrected as follows. 5 7 4 18. Correct "Figure 1", "Figure 2", "Figure 3", "Figure 6", "Figure 7", "Figure 8", and "Figure 9" in the drawings to the drawings submitted today. . Colored coating such as T4) 4 Coating No. 3 Fig. 1: Steel sheet pile 2: Corona discharge treated electron beam polyolefin 4,
Colored paint coatings such as fluorine-based, acrylic-silicon, and other paints with various colors 6; chromate treatment agent coating 7; epoxy primer coating 8: modified polyolefin adhesive acrylic-urethane White urethane primer or modified polyolefin primer Figure 9 Steel sheet pile chromate treatment agent coating Epoxy primer coating modified polyolefin adhesive @

Claims (1)

【特許請求の範囲】 1 最外層に酸化防止剤を0.05〜5.0重量%含み
、かつ表面をコロナ放電処理した電子線架橋ポリオレフ
ィンを有する電子線架橋ポリオレフィン被覆鋼矢板の表
面に、各種色彩のフッ素系塗料、アクリル−シリコン系
塗料、アクリル−ウレタン系塗料等の着色塗料塗膜を積
層したことを特徴とする重防食被覆鋼矢板。 2 最外層に酸化防止剤を0.05〜5.0重量%含む
電子線架橋ポリオレフィンを鋼矢板の谷部に被覆した電
子線架橋ポリオレフィン被覆鋼矢板を、テーブルローラ
ー上で移送しながら該被覆のウェブ部の表面を連続的に
回転する第1のロール式電極でコロナ放電処理し、次い
でフランジ部の表面を連続的に回転する第2のロール式
電極でコロナ放電処理し、引き続いて爪部の表面を連続
的に回転する第3のロール式電極でコロナ放電処理した
のち各種色彩のフッ素系塗料、アクリル−シリコン系塗
料、アクリル−ウレタン系塗料等の着色塗料を塗装する
ことを特徴とする重防食被覆鋼矢板の製造法。 3 最外層に酸化防止剤を0.05〜5.0重量%含む
電子線架橋ポリオレフィンを鋼矢板の山部に被覆した電
子線架橋ポリオレフィン被覆鋼矢板を、テーブルローラ
ー上で移送しながら該被覆のウェブ部の表面を連続的に
回転する第1のロール式電極でコロナ放電処理し、次い
でフランジ部の表面を連続的に回転する第2のロール式
電極でコロナ放電処理したのち各種色彩のフッ素系塗料
、アクリル−シリコン系塗料、アクリル−ウレタン系塗
料等の着色塗料を塗装することを特徴とする重防食被覆
鋼矢板の製造法。 4 最外層に酸化防止剤を0.05〜5.0重量%含み
、かつ表面をコロナ放電処理した電子線架橋ポリオレフ
ィンを有する電子線架橋ポリオレフィン被覆鋼矢板の表
面に、ウレタンプライマーまたは変性ポリオレフィンプ
ライマー、各種色彩のフッ素系塗料、アクリル−シリコ
ン系塗料、アクリル−ウレタン系塗料等の着色塗料塗膜
を順次積層したことを特徴とする重防食被覆鋼矢板。 5 最外層に酸化防止剤を0.05〜5.0重量%含む
電子線架橋ポリオレフィンを鋼矢板の谷部に被覆した電
子線架橋ポリオレフィン被覆鋼矢板を、テーブルローラ
ー上で移送しながら該被覆のウェブ部の表面を連続的に
回転する第1のロール式電極でコロナ放電処理し、次い
でフランジ部の表面を連続的に回転する第2のロール式
電極でコロナ放電処理し、引き続いて爪部の表面を連続
的に回転する第3のロール式電極でコロナ放電処理した
のち、該表面にウレタンプライマーまたは変性ポリオレ
フィンプライマーを塗布し、各種色彩のフッ素系塗料、
アクリル−シリコン系塗料、アクリル−ウレタン系塗料
等の着色塗料を塗装することを特徴とする重防食被覆鋼
矢板の製造法。 6 最外層に酸化防止剤を0.05〜5.0重量%含む
電子線架橋ポリオレフィンを鋼矢板の山部に被覆した電
子線架橋ポリオレフィン被覆鋼矢板を、テーブルローラ
ー上で移送しながら該被覆のウェブ部の表面を連続的に
回転する第1のロール式電極でコロナ放電処理し、次い
でフランジ部の表面を連続的に回転する第2のロール式
電極でコロナ放電処理したのち、該表面にウレタンプラ
イマーまたは変性ポリオレフィンプライマーを塗布し、
各種色彩のフッ素系塗料、アクリル−シリコン系塗料、
アクリル−ウレタン系塗料等の着色塗料を塗装すること
を特徴とする重防食被覆鋼矢板の製造法。
[Scope of Claims] 1 Various types of materials are applied to the surface of an electron beam crosslinked polyolefin coated steel sheet pile having an electron beam crosslinked polyolefin whose outermost layer contains 0.05 to 5.0% by weight of an antioxidant and whose surface has been subjected to corona discharge treatment. A heavy anti-corrosion coated steel sheet pile characterized by being laminated with colored paint films such as colored fluorine paints, acrylic-silicon paints, and acrylic-urethane paints. 2. An electron beam crosslinked polyolefin coated steel sheet pile, in which the valleys of the steel sheet pile are coated with an electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer, is transferred on a table roller while the coating is removed. The surface of the web portion is subjected to a corona discharge treatment using a first rolling electrode that rotates continuously, then the surface of the flange portion is subjected to a corona discharge treatment using a second rolling electrode that is continuously rotating, and then the surface of the claw portion is treated with a corona discharge treatment using a continuously rotating second rolling electrode. A heavy-duty method characterized by applying colored paints such as fluorine-based paints, acrylic-silicon-based paints, and acrylic-urethane-based paints in various colors after the surface is treated with corona discharge using a third roll-type electrode that rotates continuously. Manufacturing method for anti-corrosion coated steel sheet piles. 3. Electron beam crosslinked polyolefin coated steel sheet piles, in which the peaks of the steel sheet piles are coated with electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of antioxidant in the outermost layer, are transferred on a table roller while the coating is removed. The surface of the web part is subjected to a corona discharge treatment using a first rolling electrode that rotates continuously, and then the surface of the flange part is subjected to a corona discharge treatment using a second rolling electrode that continuously rotates. 1. A method for manufacturing heavy anti-corrosion coated steel sheet piles, which comprises applying a colored paint such as paint, acrylic-silicon paint, acrylic-urethane paint, etc. 4. A urethane primer or a modified polyolefin primer, A heavy anti-corrosion coated steel sheet pile characterized by sequentially laminating colored paint films of various colors such as fluorine paint, acrylic-silicon paint, acrylic-urethane paint, etc. 5 Electron beam crosslinked polyolefin-coated steel sheet piles, in which the valleys of the steel sheet piles are coated with electron beam crosslinked polyolefin containing 0.05 to 5.0% by weight of an antioxidant in the outermost layer, are transferred on a table roller while the coating is removed. The surface of the web portion is subjected to a corona discharge treatment using a first rolling electrode that rotates continuously, then the surface of the flange portion is subjected to a corona discharge treatment using a second rolling electrode that is continuously rotating, and then the surface of the claw portion is treated with a corona discharge treatment using a continuously rotating second rolling electrode. After the surface is subjected to corona discharge treatment using a third rolling electrode that rotates continuously, a urethane primer or a modified polyolefin primer is applied to the surface, and fluorine-based paints of various colors,
A method for producing heavy anti-corrosion coated steel sheet piles, which comprises coating with a colored paint such as an acrylic-silicon paint or an acrylic-urethane paint. 6 Electron-beam-crosslinked polyolefin-coated steel sheet piles, in which the peaks of the steel sheet piles are coated with electron-beam crosslinked polyolefin containing 0.05 to 5.0% by weight of antioxidant in the outermost layer, are transferred on a table roller while the coating is removed. The surface of the web portion is subjected to a corona discharge treatment using a first roll-type electrode that rotates continuously, and then the surface of the flange portion is subjected to a corona discharge treatment using a second roll-type electrode that rotates continuously. Apply primer or modified polyolefin primer,
Fluorine paints in various colors, acrylic-silicon paints,
A method for producing heavy corrosion-resistant coated steel sheet piles, which comprises coating with a colored paint such as an acrylic-urethane paint.
JP22171590A 1990-03-23 1990-08-23 Steel sheet pile with heavy rust-proof covering and its manufacture Pending JPH03293425A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2-73936 1990-03-23
JP7393590 1990-03-23
JP2-73935 1990-03-23

Publications (1)

Publication Number Publication Date
JPH03293425A true JPH03293425A (en) 1991-12-25

Family

ID=13532478

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22171590A Pending JPH03293425A (en) 1990-03-23 1990-08-23 Steel sheet pile with heavy rust-proof covering and its manufacture

Country Status (1)

Country Link
JP (1) JPH03293425A (en)

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