JP2004107875A - Protective cover mounting structure of columnar body - Google Patents

Protective cover mounting structure of columnar body Download PDF

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Publication number
JP2004107875A
JP2004107875A JP2002267842A JP2002267842A JP2004107875A JP 2004107875 A JP2004107875 A JP 2004107875A JP 2002267842 A JP2002267842 A JP 2002267842A JP 2002267842 A JP2002267842 A JP 2002267842A JP 2004107875 A JP2004107875 A JP 2004107875A
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Japan
Prior art keywords
protective cover
columnar body
mounting structure
cover mounting
anticorrosion
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Pending
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JP2002267842A
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Japanese (ja)
Inventor
Yoshio Morishima
森嶌 義雄
Chiyoko Koiso
小磯 千代子
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 Corrosion Engineering Co Ltd
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Nippon Corrosion Engineering Co Ltd
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Priority to JP2002267842A priority Critical patent/JP2004107875A/en
Publication of JP2004107875A publication Critical patent/JP2004107875A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a protective cover mounting structure of a columnar body having no projection such as a flange and facilitating site work by a simple construction and capable of obtaining a stable corrosion-proof effect for a long period of time by increasing the adhesiveness of a corrosion-proof material and the protective cover. <P>SOLUTION: In the mounting structure of the protective cover 11 for the columnar body by winding the protective cover around the columnar body or the surround of the corrosion-proof material on the columnar body to be fixedly fastened, an overlap section of the protective cover 11 is adhered by a locking device of a titanium rivet pin 14 passing through the overlap section to enlarge the end thereof and is fastened to the columnar body such as a steel pipe pile 18 or the like to be fixed. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、水中、土中、大気中並びにこれらの境界部分に設置される管、柱、基礎杭等の柱状体周囲を被覆するための保護カバーの取付構造に関し、特に港湾構造物等の鋼管杭の干満帯および飛沫帯を防食する被覆材を保護するカバーの取付構造に関する。
【0002】
【従来の技術】
桟橋、ドルフィン等の海洋構造物の構築材である鋼管杭は、海洋土中に打ち込まれ、海水中を経て海面まで伸びているため、特に、日光照射による温度上昇、豊富な酸素の供給、波浪による付着物の除去等を原因とした飛沫帯や干満帯における、鋼管杭の腐食が激しく、この部分について、確実な防食処理を施す必要がある。
【0003】
従来より、港湾構造物に用いられる防食工法として、鋼管杭の外周にタンニンなどを含有した下地処理材を塗布し、その外周に、ペトロラタム、タンニンその他の防錆剤を含浸させたテープ状の布を巻き付けて防食材とし、更に、その外周に、該防食材と鋼管杭との密着性を高め、外部の衝撃から保護するため保護カバーを取り付ける塗覆装工法が採用されている。
【0004】
通常、上記の保護カバーは、熱硬化性樹脂をガラス繊維等で補強した繊維強化プラスチック(FRP)を用いて形成され、二分割円周状の保護カバーの両端にアングルを起立設し、一対の保護カバーのアングルに固定用のボルトを貫通し、ボルトとナットで周方向から鋼管杭の防食材を締め付けて、保護カバーを取り付ける構造となっている。
【0005】
この保護カバーに用いられるFRPは、剛性が高く柔軟性がないため、FRP製の保護カバーは、一対のアングルに貫通したボルトとナットの周方向からの締め付け力により、防食材との保護カバーの密着性が低下して、アングルの付け根部分に隙間を生じ易く、この隙間から海水が侵入して、防食材に含浸されている防錆剤が流出し、短期間で防食効果が失われるという問題があった。また、FRPは現場における加工が困難であるという問題もあった。
【0006】
叙上の両端アングルを介しての締め付け方式の難点を解消すべく、種々の改善提案がなされている。すなわち、鋼管杭の防食材と保護カバーとの取り付けを容易かつ強固に行うため、図4に示すように、保護カバー1の胴体部となるシート状のカバー板2と、該カバー板2の両端部位に熱溶着した二つのアングル材3,4を比較的、柔軟性のあるガラス繊維強化熱可塑性樹脂(FRP)を用いて形成し、カバー板2を鋼管杭5の防食材6の周囲に巻き回して、カバー板2の一端部2aと、カバー板2の他端部2bとをオーバーラップし、カバー板2の一端部2aに溶着したアングル材3と、オーバーラップする他端部2bを残存形成した位置とに溶着したアングル材4とに、固定用のボルト7を貫通し、該ボルト7をナット8にて締め付けた、取り付け構造となっている(例えば、特許文献1参照)。
【0007】
また、図5に示すように、一対の二つ割りカバー本体9の両端に設けたフランジ部10同士を、ボルト7とナット8で締め付ける保護カバーの取り付け構造において、カバー本体9は、カバー本体9の腹部(中央部)9aからフランジ部10に近づくにつれて、フランジ部10の付け根部分9bの肉厚を、次第に厚肉となるように形成し、カバー本体9の腹部9aに近づくにつれて柔軟性を増し、フランジ部10を互いに強くボルト締めても、フランジ部10近傍が折曲変形して隙間を生じないようにする構造となっている(例えば、特許文献2参照)。
【0008】
【特許文献1】
特公昭61−32468号公報(第3頁、第8図)
【特許文献2】
実開昭62−190746号公報(第4頁、第1図)
【発明が解決しようとする課題】
しかしながら、図4に示したカバー板2の両端部2a,2bをオーバーラップし、二つのアングル材3,4をボルト締めする保護カバーの取付構造にあっては、図に示すように、カバー板2を鋼管杭5の防食材6に巻き回した状態において、二つのアングル材3,4が、防食材6の外周長よりも短い寸法でカバー板2に溶融固着されているため、このアングル材3,4の間には隙間Aを生じる。この状態で二つのアングル材3,4をボルト7とナット8で周方向に締め付ければ、カバー板2のオーバーラップしている端部2a,2bが、単に、防食材6を軽く抑える程度で、完全に防食材6に密圧着されていない自由端となっているため、カバー板2は、ボルト7とナット8の締め付け力の反動によって、アングル部材3,4の付け根部分に浮き上がりが生じ、この浮き上がりによってできた隙間部分Dから、海水が防食材6に浸透し、防食材6に含浸されている防錆剤が流出して、短期間で防食効果が失われるという問題があった。
【0009】
また、図5に示した一対の二つ割りカバー本体9をボルト締めする保護カバーの取り付け構造にあっては、腹部(中央部)9aからフランジ部10に近づくにつれて、フランジ部10の付け根部分9bの肉厚を、次第に厚肉となるよう調整して、本体カバー9を形成しなければならず、本体カバー9の形成が困難であると共に、製造コストが高騰するという問題があった。また、このように、腹部9aからフランジ部10に近づくにつれて次第にフランジ部10の付け根部分9bの肉厚が厚肉となる本体カバー9にあっては、ボルト7とナット8で締め付けた際に生じる応力が、フランジ部10の締め付け面とフランジ部10が起立設した付け根部分16bに集中し、この応力が集中するフランジ部10と付け根部分9bを、該応力に耐え得る程度の厚肉となるように増強しなければならないという問題を生じる。更に、一対の二つ割りカバー本体9の両端に起立設したフランジ部10の双方をボルト7とナット8で締め付ける必要があるため、鋼管杭5の防食材6の全周囲に巻き回した状態の保護カバーと比較し、ボルト締めする箇所が多くなり、現場施行に時間がかかるという問題もあった。
【0010】
本発明は、以上のような実情に鑑みてなされたもので、固定された観念を思いきって排し、不都合の因となるフランジ部のような突起がなく、しかも簡単な構造で現場施行も容易であって、かつ、防食材に含浸されている防錆剤の流出を防止し、長期に亘って安定した防食効果を得られるようにした新規発想になる柱状体の保護カバー取付構造を提供することを目的とする。
【0011】
すなわち、本発明は電柱、土木・建築物基礎柱、土中埋設管並びに水管橋等の水中、土中、大気中並びにこれらの境界部分に設置される管、柱、基礎杭等の柱状周囲を防食や化粧等の目的で被覆するフランジ部無しの柱状体の保護カバー取付構造を提供することを目的とする。
【0012】
【課題を解決するための手段】
上記技術的課題を解決するために、
請求項1に記載した発明の手段は、保護カバーを柱状体または該柱状体上の防食材周囲に巻き回し締め付け固定する柱状体の保護カバー取付構造において、
柱状体または該柱状体上の防食材周囲に巻き回した保護カバーの重ね合わせ部に形成された貫通孔に挿入された外圧を加えると端部が変形拡張される係止具を貫通させること、係止具を貫通させた後に該係止具の先端部を拡張させると重ね合わさった保護カバー同士が密着させられること、これにより保護カバーが柱状体に締め付け固定される保護カバー取付構造にある。
【0013】
すなわち、保護カバーが柱状体または該柱状体上の防食材周囲に密着するように、該保護カバーにテンションをかけつつ柱状体または該柱状体上の防食材周囲に巻き回し、保護カバーの両端を重ね合わせる。
【0014】
保護カバーの重ね合わせ部に適当な間隔で孔を貫通させ、そこにリベットのように外圧を加えると端部が拡張される係止具を挿入する。
【0015】
係止具を保護カバーの重ね合わせ部にまで圧縮すると共に、該係止具の端部を貫通孔よりも大きく拡張することにより保護カバーの重ね合わせ部を密着させる。この発明の保護カバー取付構造にはフランジのような製作に手間のかかる部分を設ける必要がないので製作が簡単で、かつ、柱状体の取り付けても突起部分ができないので取付後の異物の衝突による破損も少なくなる。
【0016】
ここで使用される係止具としては例えば、フランジとシャフト(マンドレル)の2つの部品から成り、締結母材の下穴に、これを差し込み、工具を作用させることにより該シャフトを引き込み、該母材裏側でフランジの先端部を変形させ、母材裏側でフランジの先端部がこぶ状に変形し締結を保持し、シャフトが切断されて締結が完了するリベットタイプの係止具を使用することができる。
【0017】
ここで使用される保護カバーには、鋼、ステンレス鋼、同合金、チタン合金等の金属製や、塩化ビニール、ポリエチレン等の樹脂製あるいはガラス繊維強化プラスチック(FRP)、炭素繊維強化プラスチック等、用途に応じて種々の材質を選択することができる。
【0018】
請求項2に記載した発明は、上記保護カバーの重ね合わせ部に接着剤が塗布されている柱状体の保護カバー取付構造に特徴を有する。
【0019】
すなわち、上記したように保護カバーにテンションをかけつつ柱状体または該柱状体上の防食材周囲に巻き回して保護カバーの両端を重ね合わせ、重ね合わせ部に係止具を挿入し端部を拡張させて保護カバーを固定するが、保護カバーの重ね合わせ面に接着剤を塗布すると係止具で保護カバーを固定するまでの仮止めができるので作業が容易になる。
【0020】
また、保護カバーの重ね合わせ部に塗布された接着剤はシール材の役目を果たし保護カバー内部への海水等の浸入を防ぐことができる。
【0021】
請求項3に記載した発明は、上記保護カバーと柱状体または該柱状体上の防食材との間に緩衝材が介挿されている柱状体の保護カバー取付構造に特徴を有する。
【0022】
緩衝材が介挿することにより、柱状体または該柱状体上の防食材と保護カバーとの密着性能を向上させることができるほか、柱状体上の防食材に海水等が浸入するのを防止して該防食材の防食性能を長期にわたって維持できる。さらに、保護カバーに異物が衝突した際にクッションの役割を果たして該保護カバーの破損を防止することができる。
【0023】
緩衝材としては、例えば発泡ポリエチレン、発泡ポリウレタン、発泡ポリスチレン等を用いることができる。
【0024】
請求項4に記載した発明は、上記緩衝材は保護カバーに張り付けられているものである柱状体の保護カバー取付構造に特徴を有する
緩衝材が保護カバーに張り付けられていれば、作業現場における緩衝材の介挿工程を省略することができるので、保護カバー取付が簡単になる。
【0025】
請求項5に記載した発明は、上記係止具の露出部が目隠しされている柱状体の保護カバー取付構造に特徴を有する。
【0026】
保護カバーの重ね合わせ部を密着させるために用いる係止具は、鋼、ステンレス鋼、チタン等の金具、プラスチック製品等保護カバーの材質や保護カバーが取り付けられる環境に応じて適宜選択すれば良い。しかし、例えば本保護カバー構造が港湾構造物の基礎鋼管防食保護カバーとして用いられる場合に、係止具が鋼またはステンレス鋼製であると海水により腐食するおそれがあるので露出部分をシールすることが望ましい。また、保護カバーが化粧用として用いられる場合には、上記係止具の露出部が保護カバー全体の美観を損なうおそれがあるので、この部分を目隠しすることが望ましい。
【0027】
請求項6に記載した発明は、複数の上記保護カバーを柱状体の軸方向に配列する保護カバー取付構造において、柱状体軸方向端部が薄肉加工された保護カバーの薄肉加工部と隣接する保護カバーの端部とを重ね合わせて配列した柱状体の保護カバー取付構造に特徴を有する。
【0028】
すなわち、保護カバーの幅よりも長尺の柱状体を保護カバーで覆う場合には、該柱状体の軸方向に保護カバーを順次配列させて長尺の保護カバーを構成させる。
【0029】
このような長尺の保護カバーを構成させる場合、隣り合う保護カバーの端をオーバーラップさせつつ柱状体の軸方向に伸展させる方法が採用されている。
【0030】
このような保護カバーをオーバーラップさせた端部には隙間ができやすいので、保護カバー構造が海水中に設置されている場合には、この部分から海水が保護カバー内部に浸入して内部防食材の防食性能を損ねたり、この隙間に付着した稚貝が成長して押し広げ、保護カバーを破損させる原因になる。
【0031】
そこで、オーバーラップさせる保護カバー同士の少なくとも片側の端部を薄肉加工すれば、重ね合わせ面に隙間が生じないので、上記した不都合を防ぐことができる。
【0032】
請求項7に記載した発明は、上記柱状体が港湾または河川構造物の鋼管杭である保護カバー取付構造に特徴を有する。
【0033】
本発明の保護カバー取付構造は電柱、信号灯、建築物や土木構造物基礎柱等の大気中部の化粧または防食用、あるいは、上記構造物の地際部の防食用等広く用いることができる。
【0034】
なかでも、厳しい腐食環境に晒される桟橋やドルフィン等、港湾または河川構造物の鋼管杭の海面下や飛沫帯等の被服防食保護カバーとしての使用が最も適している。
【0035】
【発明の実施の形態】
以下、本発明の保護カバー取付構造の実施例について、図面に基づいて説明する。図1は、複数の保護カバーを港湾構造物鋼管杭に配列した本発明保護カバー取付構造の展開図を含んだ斜視図であり、図2は図1A部(該柱状体上の防食材周囲に巻き回した保護カバーの重ね合わせ部を係止具で密着させた状態を示した)横断面であり、図3は図1B部(管軸方向端部が薄肉加工された保護カバーの薄肉加工部と隣接する保護カバーの端部とを重ね合わせた状態を示した)縦断面図である。
【0036】
鋼管杭18の外周にはあらかじめ、タンニン等の下地処理材を塗布した後、ペトロラタム系ペーストテープ19を巻き付け、さらにペトロラタム系防食テープ20を巻き付けてペトロラタム防食層21が設けられる。
【0037】
保護カバー11内面には先端部を除いて、発泡ポリエチレン製の緩衝材12が貼り付けられている。また、保護カバー11の上端はカバー本体aよりも薄肉に加工された薄肉加工部bが形成されている。なお、保護カバー11の材質は軟質型FRPである。
【0038】
次に保護カバー取付の工程を説明する。まず保護カバー11の緩衝材12が貼り付けられていない部分に水中硬化型エポキシ樹脂接着剤13を塗布した後、該接着剤塗布面が保護カバー11の反対端の上に重なるようにペトロラタム防食層21の上から巻きつける。
【0039】
上記ペトロラタム防食層21の上に巻き付けた保護カバー11の周囲に適宜の間隔でラッシングベルトをかけて締め付け保護カバー11を仮止めしておく。
【0040】
次に上位の保護カバー11の下端が上記仮止めした保護カバー11の薄肉加工部bに重なり合うように巻き付けて仮止めする。なお、上位の保護カバー11の仮止めまでの工程は下位の保護カバー11と同一なので説明を省略する。
【0041】
次に接着剤を塗布して上、下保護カバー11、11の両端を重ね合わせた部分にドリル等を用いて適宜の間隔で孔をあけ、各孔にチタンリベットピン14(フランジ14aとシャフト14b(マンドレル)の2つの部品から成り、締結母材の下穴に、これを差し込み、工具を作用させることにより該シャフト14bを引き込み、該母材裏側でフランジ14aの先端部Aを変形させ、母材裏側でフランジ14aの先端部Aがこぶ状に変形し締結を保持し、シャフト14bが切断されて締結が完了するタイプ)を差し込む。
【0042】
リベットガン等を用いてチタンリベットピン14を圧縮すると図2に示すようにチタンリベットピン14の先端部が拡張され、保護カバー11、11の重ね合わせ部分を密着させる。
【0043】
次に、チタンリベットピン14による保護カバー11、11両端の接合部分を接合部シール材15(水中硬化型エポキシ樹脂)によりシールする。
【0044】
さらに、保護カバー11の上端がコンクリート構造物22下面と当たる部分には、鋼管18からの錆汁がたれないように上端部シール材16(水中硬化型エポキシ樹脂)によりシールする。
【0045】
また、保護カバー11の下端と鋼管18との境目は水中硬化型エポキシ樹脂によりシールすると共に、下部固定金具17を取り付けて保護カバー11、11の脱落防止を図る。
【0046】
保護カバー11、11の仮止めにかけておいたラッシングベルトは保護カバー取り付け後取り外す。
【0047】
【発明の効果】
本発明は、以上の如き構成より成るので、本発明の保護カバー構造は構造および取付工程が簡単であって、電柱、土木・建築物基礎柱、土中埋設管並びに水管橋等の水中、土中、大気中並びにこれらの境界部分に設置される管、柱、基礎杭等の柱状体周囲を容易かつ安価に防食や化粧等の目的で被覆することができる。
【0048】
また、本発明の保護カバー構造を港湾構造物の鋼管杭等に使用した場合には、フランジ部のような突起がないので流木等の異物が衝突し破損するおそれが非常に小さくなり、保護カバー内部に緩衝材を介在させたものはそのおそれがさらに小さい。
【0049】
さらに、保護カバー構造が簡単であるので現場施工も容易であって、かつ、保護カバー構造に隙間が発生しにくい構造のために防食材に含浸されている防錆剤の流出を防止し、長期にわたって安定した防食効果が得られる。
【図面の簡単な説明】
【図1】本発明の保護カバー取付構造の展開詳示図である。
【図2】図1中囲線A部の拡大平断面図である。
【図3】図1中囲線B部の拡大縦断面図である。
【図4】従来例の保護カバー取付構造を示す横断面図である。
【図5】他の従来例の保護カバー取付構造を示す端面図である。
【符号の説明】
1  ;  保護カバー
2  ;  カバー板
2a ;  一端部
2b ;  他端部
3  ;  アングル材
4  ;  アングル材
5  ;  鋼管杭
6  ;  防食材
7  ;  ボルト
8  ;  ナット
9  ;  カバー本体
9a ;  腹部
9b ;  付け根部分
10 ;  フランジ部
11 ;  保護カバー
12 ;  緩衝材
13 ;  接着剤
14 ;  チタンリベットピン
15 ;  シール材
17 ;  固定金具
18 ;  鋼管
19 ;  ペーストテープ
20 ;  防食テープ
21 ;  防食層
22 ;  コンクリート構造物
A  ;  先端部
a  ;  カバー本体
b  ;  薄肉加工部
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a mounting structure of a protective cover for covering around a columnar body such as a pipe, a column, and a foundation pile installed in water, in the soil, in the atmosphere, and at a boundary portion thereof, and in particular, to a steel pipe such as a harbor structure. The present invention relates to a mounting structure of a cover for protecting a covering material for preventing a tide zone and a splash zone of a pile.
[0002]
[Prior art]
Steel pipe piles, which are building materials for offshore structures such as piers and dolphins, are driven into marine soil and extend through seawater to the surface of the sea. Steel pipe piles are highly corroded in the splash zone and the tidal zone due to the removal of extraneous matter, etc., and it is necessary to perform reliable anticorrosion treatment on this part.
[0003]
Conventionally, as a corrosion protection method used for harbor structures, a tape-like cloth in which a base treatment material containing tannin is applied to the outer periphery of a steel pipe pile and the outer periphery of which is impregnated with petrolatum, tannin, or another rust inhibitor is used. Is wound to form an anticorrosion material, and a coating method is applied around the outer periphery of which a protective cover is attached in order to enhance the adhesion between the anticorrosion material and the steel pipe pile and protect the same from external impact.
[0004]
Usually, the above-mentioned protective cover is formed using fiber reinforced plastic (FRP) in which a thermosetting resin is reinforced with glass fiber or the like. The protective cover is attached by passing a fixing bolt through the angle of the protective cover and tightening the anticorrosion material of the steel pipe pile from the circumferential direction with the bolt and nut.
[0005]
Since the FRP used for this protective cover has high rigidity and lacks flexibility, the protective cover made of FRP is formed by a bolt and a nut penetrating through a pair of angles, which are tightened in the circumferential direction by the tightening force from the circumferential direction. Adhesion is reduced, and a gap is likely to be formed at the base of the angle. Seawater enters from this gap, the rust inhibitor impregnated in the anticorrosion material flows out, and the anticorrosion effect is lost in a short period of time. was there. In addition, FRP has a problem that it is difficult to process on site.
[0006]
Various improvement proposals have been made in order to solve the difficulties of the fastening method via the above-mentioned both-end angles. That is, in order to easily and firmly attach the anticorrosion material of the steel pipe pile and the protective cover, as shown in FIG. 4, a sheet-like cover plate 2 serving as a body of the protective cover 1 and both ends of the cover plate 2 The two angle members 3 and 4 heat-welded to the parts are formed using a relatively flexible glass fiber reinforced thermoplastic resin (FRP), and the cover plate 2 is wound around the anticorrosion material 6 of the steel pipe pile 5. By turning, the one end 2a of the cover plate 2 and the other end 2b of the cover plate 2 overlap, and the angle material 3 welded to the one end 2a of the cover plate 2 and the overlapping other end 2b remain. An attachment structure is provided in which a fixing bolt 7 is passed through an angle member 4 welded to the formed position and the bolt 7 is tightened by a nut 8 (for example, see Patent Document 1).
[0007]
As shown in FIG. 5, in the mounting structure of the protective cover in which the flange portions 10 provided at both ends of the pair of split cover bodies 9 are fastened with bolts 7 and nuts 8, the cover body 9 is an abdomen of the cover body 9. (Central portion) The thickness of the root portion 9b of the flange portion 10 is formed so as to gradually increase as it approaches the flange portion 10 from the center portion 9a, and the flexibility increases as it approaches the abdominal portion 9a of the cover body 9. Even if the parts 10 are strongly bolted to each other, the structure is such that the vicinity of the flange part 10 is bent and deformed so that no gap is generated (for example, see Patent Document 2).
[0008]
[Patent Document 1]
JP-B-61-32468 (page 3, FIG. 8)
[Patent Document 2]
Japanese Utility Model Publication No. 62-190746 (page 4, FIG. 1)
[Problems to be solved by the invention]
However, in a protective cover mounting structure in which both ends 2a and 2b of the cover plate 2 shown in FIG. 4 are overlapped and the two angle members 3 and 4 are bolted, as shown in FIG. 2 is wound around the anticorrosion material 6 of the steel pipe pile 5 and the two angle members 3 and 4 are melted and fixed to the cover plate 2 with a dimension shorter than the outer peripheral length of the anticorrosion material 6. A gap A is created between 3 and 4. In this state, if the two angle members 3 and 4 are tightened in the circumferential direction with the bolts 7 and the nuts 8, the overlapping end portions 2 a and 2 b of the cover plate 2 simply suppress the anticorrosion material 6 lightly. Since the cover plate 2 is a free end that is not completely tightly crimped to the anticorrosion material 6, the cover plate 2 is lifted up at the roots of the angle members 3 and 4 by the reaction of the tightening force of the bolt 7 and the nut 8, Seawater penetrates the anticorrosion material 6 from the gap portion D formed by the lifting, and the rust inhibitor impregnated in the anticorrosion material 6 flows out, and there is a problem that the anticorrosion effect is lost in a short time.
[0009]
In addition, in the mounting structure of the protective cover for bolting the pair of split cover bodies 9 shown in FIG. 5, the thickness of the base portion 9b of the flange portion 10 becomes closer to the flange portion 10 from the abdomen (center portion) 9a. The thickness of the main body cover 9 must be adjusted by gradually increasing the thickness, so that it is difficult to form the main body cover 9 and the production cost increases. In addition, in the case of the main body cover 9 in which the thickness of the base portion 9b of the flange portion 10 gradually becomes thicker as it approaches the flange portion 10 from the abdomen 9a, it occurs when the body cover 9 is tightened with the bolt 7 and the nut 8. The stress is concentrated on the tightening surface of the flange portion 10 and the root portion 16b where the flange portion 10 is erected, and the flange portion 10 and the root portion 9b where the stress is concentrated are thick enough to withstand the stress. A problem that must be strengthened. Furthermore, since it is necessary to tighten both the flange portions 10 erected at both ends of the pair of split cover bodies 9 with bolts 7 and nuts 8, the protective cover is wound around the entire anticorrosion material 6 of the steel pipe pile 5. There were also problems that the number of places to be bolted increased compared to that of the above, and that time was required for site implementation.
[0010]
The present invention has been made in view of the above-mentioned circumstances, and eliminates a fixed idea by all means, does not have a protrusion such as a flange portion which causes inconvenience, and has a simple structure and can be easily implemented on site. The present invention also provides a columnar body protective cover mounting structure that prevents the rust inhibitor impregnated in the anticorrosive material from leaking out and obtains a stable anticorrosive effect over a long period of time. The purpose is to:
[0011]
That is, the present invention is applicable to water poles, civil engineering / building foundation pillars, soil buried pipes and underwater pipes such as water pipe bridges, soil, the atmosphere, and the columnar surroundings of pipes, pillars, foundation piles etc. An object of the present invention is to provide a protective cover mounting structure of a columnar body without a flange portion, which is covered for the purpose of corrosion prevention, makeup, or the like.
[0012]
[Means for Solving the Problems]
In order to solve the above technical issues,
Means of the invention described in claim 1 is a column-shaped protective cover mounting structure in which a protective cover is wound around a columnar body or an anticorrosion material on the columnar body and fastened and fixed,
When an external pressure is applied to a through-hole formed in the overlapped portion of the columnar body or the protective cover wound around the anticorrosive material on the columnar body, the end portion is deformed and expanded when an external pressure is applied. When the distal end portion of the locking tool is expanded after penetrating the locking tool, the superposed protective covers are brought into close contact with each other, whereby the protective cover is fastened and fixed to the columnar body.
[0013]
In other words, the protective cover is wound around the column or the anticorrosion material on the column while applying tension to the column or the anticorrosion material on the column so that the protective cover is in close contact with the periphery of the anticorrosion material on the column. Overlap.
[0014]
Holes are passed through the overlapping portion of the protective cover at appropriate intervals, and a locking device whose end is expanded when external pressure is applied thereto like a rivet is inserted therein.
[0015]
The locking device is compressed to the overlapping portion of the protective cover, and the end portion of the locking device is expanded to be larger than the through hole so that the overlapping portion of the protective cover is in close contact. The protective cover mounting structure of the present invention does not need to provide a part such as a flange which is troublesome to manufacture, so that the manufacturing is simple, and the projections cannot be formed even when the columnar body is mounted, so that the collision with foreign matter after the mounting may result. Damage is also reduced.
[0016]
The locking tool used here is composed of, for example, two parts, a flange and a shaft (mandrel). The locking tool is inserted into a prepared hole of a fastening base material, and the shaft is pulled in by operating a tool. It is possible to use a rivet type fastener that deforms the tip of the flange on the back side of the material, deforms the tip of the flange on the back side of the base material into a hump shape and holds the fastening, and the shaft is cut and the fastening is completed. it can.
[0017]
The protective cover used here is made of metal such as steel, stainless steel, the same alloy, titanium alloy, resin such as vinyl chloride and polyethylene, glass fiber reinforced plastic (FRP), carbon fiber reinforced plastic, etc. Various materials can be selected according to the conditions.
[0018]
The invention described in claim 2 is characterized in a protective cover mounting structure of a columnar body in which an adhesive is applied to an overlapping portion of the protective cover.
[0019]
That is, as described above, while applying tension to the protective cover, the protective cover is wound around the column or the anticorrosive material on the column, and both ends of the protective cover are overlapped, and a locking tool is inserted into the overlap portion to expand the end. Then, the protective cover is fixed. However, if an adhesive is applied to the overlapping surface of the protective cover, temporary fixing can be performed until the protective cover is fixed by the locking tool, thereby facilitating the operation.
[0020]
Further, the adhesive applied to the overlapping portion of the protective cover serves as a sealing material and can prevent intrusion of seawater or the like into the inside of the protective cover.
[0021]
The invention described in claim 3 is characterized by a protection cover mounting structure of a pillar in which a cushioning material is interposed between the protective cover and the pillar or the anticorrosion material on the pillar.
[0022]
By interposing the cushioning material, it is possible to improve the adhesion performance between the columnar body or the anticorrosion material on the columnar body and the protective cover, and to prevent seawater or the like from entering the anticorrosion material on the columnar body. Thus, the anticorrosion performance of the anticorrosion material can be maintained for a long time. Further, when a foreign object collides with the protective cover, the protective cover serves as a cushion to prevent the protective cover from being damaged.
[0023]
As the cushioning material, for example, foamed polyethylene, foamed polyurethane, foamed polystyrene, or the like can be used.
[0024]
According to a fourth aspect of the present invention, when the cushioning material having a feature of the columnar body protective cover mounting structure is attached to the protective cover, the cushioning material is attached to the protective cover. Since the step of inserting the material can be omitted, the attachment of the protective cover is simplified.
[0025]
The invention described in claim 5 is characterized in a columnar body protective cover mounting structure in which the exposed portion of the locking tool is blinded.
[0026]
The locking tool used to bring the overlapping portion of the protective cover into close contact may be appropriately selected according to the material of the protective cover, such as metal fittings such as steel, stainless steel, and titanium, and plastic products, and the environment in which the protective cover is mounted. However, for example, when the protection cover structure is used as a base steel pipe anticorrosion protection cover for a harbor structure, if the locking member is made of steel or stainless steel, it may be corroded by seawater, so that the exposed portion may be sealed. desirable. Further, when the protective cover is used for makeup, the exposed portion of the locking device may impair the aesthetic appearance of the entire protective cover, and therefore it is desirable to cover this portion.
[0027]
According to a sixth aspect of the present invention, in the protective cover mounting structure in which the plurality of protective covers are arranged in the axial direction of the columnar body, the protective end adjacent to the thin-walled portion of the protective cover whose axial direction end is thinned. The protection cover mounting structure of a columnar body in which the ends of the cover are overlapped and arranged is characterized.
[0028]
That is, when the columnar body longer than the width of the protective cover is covered with the protective cover, the protective cover is sequentially arranged in the axial direction of the columnar body to form a long protective cover.
[0029]
In the case of forming such a long protective cover, a method of extending in the axial direction of the columnar body while overlapping ends of adjacent protective covers is adopted.
[0030]
When the protective cover structure is installed in seawater, seawater will enter the protective cover from this part, and a gap is likely to be formed at the end where the protective cover overlaps. The spoilage attached to this gap grows and spreads, causing damage to the protective cover.
[0031]
Therefore, if at least one end portion of the protective covers to be overlapped is thinned, no gap is generated in the overlapping surface, so that the above-described inconvenience can be prevented.
[0032]
The invention described in claim 7 is characterized in a protective cover mounting structure in which the columnar body is a steel pipe pile of a harbor or a river structure.
[0033]
The protective cover mounting structure of the present invention can be widely used for makeup or anticorrosion of the atmospheric part such as utility poles, signal lights, foundation pillars of buildings and civil engineering structures, and for anticorrosion of the ground parts of the above structures.
[0034]
Above all, it is most suitable for use as a protective cover for protection of clothing such as piers and dolphins exposed to severe corrosive environments, such as underwater or splash zones of steel pipe piles of harbors or river structures.
[0035]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the protective cover mounting structure of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view including a development view of the protective cover mounting structure of the present invention in which a plurality of protective covers are arranged on a steel pipe pile of a harbor structure. FIG. FIG. 3B is a cross-sectional view showing a state in which the overlapped portion of the wound protective cover is brought into close contact with a locking device, and FIG. 3B is a thin-walled portion of the protective cover in which a tube axial end is thinned. FIG. 4 is a longitudinal sectional view showing a state in which an end portion of an adjacent protective cover is overlapped with the end portion.
[0036]
After a base material such as tannin is applied to the outer periphery of the steel pipe pile 18 in advance, a petrolatum-based paste tape 19 is wound thereon, and a petrolatum-based anticorrosion tape 20 is further wound thereon to provide a petrolatum-based anticorrosion layer 21.
[0037]
A cushioning material 12 made of foamed polyethylene is adhered to the inner surface of the protective cover 11 except for the tip. The upper end of the protective cover 11 is formed with a thin processed portion b which is processed to be thinner than the cover main body a. The material of the protective cover 11 is a soft FRP.
[0038]
Next, a process of attaching the protective cover will be described. First, an underwater-curable epoxy resin adhesive 13 is applied to a portion of the protective cover 11 to which the cushioning material 12 is not attached, and then the petrolatum anticorrosion layer is applied so that the adhesive applied surface overlaps the opposite end of the protective cover 11. Wrap from above 21.
[0039]
A lashing belt is attached around the protective cover 11 wound around the petrolatum anticorrosion layer 21 at appropriate intervals, and the protective cover 11 is temporarily fixed.
[0040]
Next, it is wound and temporarily fixed so that the lower end of the upper protective cover 11 overlaps the thinned portion b of the temporarily fixed protective cover 11. The steps up to temporary fixing of the upper protective cover 11 are the same as those of the lower protective cover 11, and a description thereof will be omitted.
[0041]
Next, an adhesive is applied, holes are drilled at appropriate intervals using a drill or the like in a portion where both ends of the upper and lower protective covers 11, 11 are overlapped, and a titanium rivet pin 14 (a flange 14a and a shaft 14b) is formed in each hole. (Mandrel), which is inserted into a prepared hole of a fastening base material, and the shaft 14b is pulled in by operating a tool, thereby deforming the distal end portion A of the flange 14a on the back side of the base material. On the back side of the material, the tip A of the flange 14a is deformed into a hump shape to hold the fastening, and the shaft 14b is cut to complete the fastening.
[0042]
When the titanium rivet pin 14 is compressed using a rivet gun or the like, the tip of the titanium rivet pin 14 is expanded as shown in FIG.
[0043]
Next, the joining portions of the protective covers 11 and 11 at both ends with the titanium rivet pins 14 are sealed with a joining portion sealing material 15 (water-curable epoxy resin).
[0044]
Further, a portion where the upper end of the protective cover 11 is in contact with the lower surface of the concrete structure 22 is sealed with an upper end sealing material 16 (water-hardening epoxy resin) so that rust juice from the steel pipe 18 does not drip.
[0045]
The boundary between the lower end of the protective cover 11 and the steel pipe 18 is sealed with an underwater-curable epoxy resin, and the lower fixing bracket 17 is attached to prevent the protective covers 11 from falling off.
[0046]
The lashing belt that has been temporarily fixed to the protective covers 11 and 11 is removed after the protective covers are attached.
[0047]
【The invention's effect】
Since the present invention is configured as described above, the protective cover structure of the present invention has a simple structure and a simple mounting process, and can be used for underwater and soil such as utility poles, civil engineering / building foundation pillars, buried pipes in the soil, and water pipe bridges. It is possible to easily and inexpensively cover columns, such as pipes, columns, and foundation piles, which are installed in the middle, in the atmosphere, and at the boundary between these, for the purpose of corrosion prevention and makeup.
[0048]
Further, when the protective cover structure of the present invention is used for a steel pipe pile or the like of a harbor structure, since there is no projection such as a flange portion, there is a very small possibility that foreign materials such as driftwood will collide and be damaged, and the protective cover In the case where the cushioning material is interposed, the possibility is further reduced.
[0049]
Furthermore, since the protective cover structure is simple, construction on site is easy, and because the protective cover structure is less prone to gaps, it prevents the anticorrosive material impregnated in the anticorrosive material from leaking out. A stable anticorrosion effect can be obtained over a wide range.
[Brief description of the drawings]
FIG. 1 is a detailed development view of a protective cover mounting structure of the present invention.
FIG. 2 is an enlarged plan sectional view of an encircled line A in FIG.
FIG. 3 is an enlarged vertical sectional view of an encircling line B in FIG. 1;
FIG. 4 is a cross-sectional view showing a conventional protection cover mounting structure.
FIG. 5 is an end view showing another conventional protective cover mounting structure.
[Explanation of symbols]
1; protective cover 2; cover plate 2a; one end 2b; other end 3; angle 4; angle 5; steel pipe pile 6; anticorrosion 7; bolt 8; nut 9; cover body 9a; abdomen 9b; 10; Flange portion 11; Protective cover 12; Buffer material 13; Adhesive 14; Titanium rivet pin 15; Seal material 17; Fixing bracket 18; Steel pipe 19; Paste tape 20; Corrosion protection tape 21; Corrosion protection layer 22; ; Tip part a; cover body b; thin-walled processing part

Claims (7)

保護カバーを柱状体または該柱状体上の防食材周囲に巻き回し締め付け固定する柱状体の保護カバー取付構造において、
保護カバーの重ね合わせ部が、該重ね合わせ部に形成された貫通孔に挿入された外圧を加えると端部が変形拡張せられる係止具によって密着させられ柱状体に締め付け固定されていることを特徴とする柱状体の保護カバー取付構造。
In a protective cover mounting structure of a columnar body which is wound around a columnar body or an anticorrosion material on the columnar body or the anticorrosion material on the columnar body and tightened and fixed,
That the overlapping portion of the protective cover is tightly fixed to the columnar body by a locking tool whose end is deformed and expanded when an external pressure inserted in a through hole formed in the overlapping portion is deformed and expanded. Features a protective cover mounting structure for pillars.
保護カバーの重ね合わせ部に接着剤が塗布されていることを特徴とする請求項1記載の柱状体の保護カバー取付構造。2. The protective cover mounting structure according to claim 1, wherein an adhesive is applied to an overlapping portion of the protective cover. 保護カバーと柱状体または該柱状体上の防食材との間に緩衝材が介挿されていることを特徴とする請求項1、2記載の柱状体の保護カバー取付構造。3. The structure according to claim 1, wherein a cushioning material is interposed between the protective cover and the column or the anticorrosive material on the column. 緩衝材は保護カバーに張り付けられているものであることを特徴とする請求項3記載の柱状体の保護カバー取付構造。4. The mounting structure according to claim 3, wherein the cushioning material is attached to the protective cover. 係止具の露出部が目隠しされていることを特徴とする請求項1から4記載の柱状体の保護カバー取付構造。The protective cover mounting structure for a columnar body according to claim 1, wherein an exposed portion of the locking member is blindfolded. 複数の保護カバーを柱状体の軸方向に配列する保護カバー取付構造において、柱状体軸方向端部が薄肉加工された保護カバーの薄肉加工部と隣接する保護カバーの端部とを重ね合わせて配列したことを特徴とする請求項1から5記載の柱状体の保護カバー取付構造。In a protective cover mounting structure in which a plurality of protective covers are arranged in the axial direction of a columnar body, a thinned portion of a protective cover whose axial direction end is thinned and an end of an adjacent protective cover are arranged in an overlapping manner. The protective cover mounting structure for a columnar body according to claim 1, wherein: 柱状体が港湾または河川構造物の鋼管杭であることを特徴とする請求項1から6記載の柱状体の保護カバー取付構造。7. The protection cover mounting structure for a columnar body according to claim 1, wherein the columnar body is a steel pipe pile of a harbor or a river structure.
JP2002267842A 2002-09-13 2002-09-13 Protective cover mounting structure of columnar body Pending JP2004107875A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006132114A (en) * 2004-11-02 2006-05-25 Nakabohtec Corrosion Protecting Co Ltd Method of preventing corrosion of article subject to corrosion prevention
JP2007270568A (en) * 2006-03-31 2007-10-18 Nakabohtec Corrosion Protecting Co Ltd Coating corrosion-protection structure of steel pipe pile and member for rivet fixation
JP2008240435A (en) * 2007-03-28 2008-10-09 Nippon Steel Corp Anticorrosive steel pipe pile and manufacturing method therefor
KR101241405B1 (en) 2012-11-02 2013-03-11 (주)전엔지니어링 Concrete pile with an extended head
JP2014218835A (en) * 2013-05-08 2014-11-20 日本防蝕工業株式会社 Coating corrosion-proof structure of steel pipe pile
JP2014231673A (en) * 2013-05-28 2014-12-11 新日鐵住金株式会社 Pile head structure and construction method for the same
CN110006805A (en) * 2019-04-17 2019-07-12 河南理工大学 Carbon dioxide blasting impact permeates integrated experimental rig and its test method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006132114A (en) * 2004-11-02 2006-05-25 Nakabohtec Corrosion Protecting Co Ltd Method of preventing corrosion of article subject to corrosion prevention
JP4485322B2 (en) * 2004-11-02 2010-06-23 株式会社ナカボーテック Anticorrosion method and anticorrosion cover
JP2007270568A (en) * 2006-03-31 2007-10-18 Nakabohtec Corrosion Protecting Co Ltd Coating corrosion-protection structure of steel pipe pile and member for rivet fixation
JP2008240435A (en) * 2007-03-28 2008-10-09 Nippon Steel Corp Anticorrosive steel pipe pile and manufacturing method therefor
KR101241405B1 (en) 2012-11-02 2013-03-11 (주)전엔지니어링 Concrete pile with an extended head
JP2014218835A (en) * 2013-05-08 2014-11-20 日本防蝕工業株式会社 Coating corrosion-proof structure of steel pipe pile
JP2014231673A (en) * 2013-05-28 2014-12-11 新日鐵住金株式会社 Pile head structure and construction method for the same
CN110006805A (en) * 2019-04-17 2019-07-12 河南理工大学 Carbon dioxide blasting impact permeates integrated experimental rig and its test method
CN110006805B (en) * 2019-04-17 2024-03-22 河南理工大学 Carbon dioxide blasting impact penetration integrated test device and test method thereof

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