JP3564568B2 - Water purification structure of steel sheet pile revetment - Google Patents

Water purification structure of steel sheet pile revetment Download PDF

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JP3564568B2
JP3564568B2 JP23235495A JP23235495A JP3564568B2 JP 3564568 B2 JP3564568 B2 JP 3564568B2 JP 23235495 A JP23235495 A JP 23235495A JP 23235495 A JP23235495 A JP 23235495A JP 3564568 B2 JP3564568 B2 JP 3564568B2
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steel sheet
water
frame
water flow
revetment
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JPH0975909A (en
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允善 米沢
倫 波多野
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株式会社ニッケンメタル
日本ソリッド株式会社
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【0001】
【発明が属する技術分野】
この発明は、河川の護岸が鋼矢板を連続状態に打ち込んで形成されている場合に、同鋼矢板護岸の川面側に水没状態の凹凸を形成し水質浄化を行うため設備される水質浄化構造物に関する。
【0002】
【従来の技術】
従来、河川の護岸を鋼矢板で形成し、鋼矢板護岸の川面側に水質浄化構造物を設置する技術は、例えば特開平3−60800号、特開平4−49307号公報等に記載されて公知に属する。
前記特開平3−60800号公報に開示された護岸水域の浄化設備は、鋼矢板護岸の川面側に、取水口及びエアーリフトポンプを設けた取水槽と、下部が前記取水槽と連通し、内部に接触材(浄化材)を充填し、底部に散気管が設けられた曝気槽と、上部が前記曝気槽と連通し、底部にコンベアー式汚泥スクレーパーが設けられ、同スクレーパーの出側に汚泥溜まりが設けられ、同汚泥溜まりの汚泥を排出する手段を備え、浄化水の排出口が設けられた沈殿槽とを設置した構成とされている。
【0003】
また、前記特開平4−49307号公報に開示された護岸構造は、鋼矢板護岸よりも更に川面側に、並列的にもう一つの鋼矢板護岸を設けてテラス護岸部を設けた、二重締切り式階段護岸を形成し、河川水を取り入れ浄化して再び河川に戻す浄化装置を前記テラス護岸部に埋設した構成とされている。河川の護岸を鋼矢板で形成し、鋼矢板護岸の川面側にブロックを取付けて消波、魚巣を構築する技術も開示されている。
【0004】
更に、前記特開平6−108481号公報に開示された土留め工取付け用ブロックは、鋼矢板護岸の川面側に、所謂T形鋼をブロックの幅寸と等しい間隔で垂直方向に各々平行に配置し、同T形鋼のウエブを鋼矢板へ連続隅肉溶接法によって接合し、かくして両隣のT形鋼が形成するコ字形溝の中へ土留め工取付け用ブロックの両端部を嵌めて落とし込む方法により設置されている。
【0005】
【本発明が解決しようとする課題】
従来の上記特開平3−60800号、特開平4−49307号公報に開示された鋼矢板護岸の水質浄化構造物は、水質浄化の機能はともかくとして、水質浄化構造物の構造が複雑で、設置の施工が簡単でなく、また、護岸の美観もあまり考慮されておらず、良くない。さらに、浄化材又は浄化装置が老朽化しても、その交換作業は至難である。
【0006】
次に、特開平6−108481号公報に記載された技術は、消波、魚巣等を目的としたもので、美観上も悪くないが、設置の施工が困難で、水質浄化構造物としても適当でない。即ち、仮にT形鋼の取付けを護岸工事の事後に行うときは、水中での全面隅肉溶接となるから、現状の溶接技術に照らしてとうてい不可能というほかない。従って、当該土留め工取付け用ブロックの設置が予定される場所には、鋼矢板護岸の建設当時に、該当位置の鋼矢板の片面へ予め陸上でT形鋼を溶接して用意しておかねばならず、そうでないかぎり、護岸工事の事後に土留め工取付け用ブロックの設置を計画し施工することは不可能に近い。また、土留め工取付け用ブロックを、T形鋼が形成するコ字形溝内へ嵌め込み設置するためには、クレーン等の重機を使用して吊り込むことが必要である。従って、土留め工取付け用ブロックの内側に水質浄化材を装填してある場合に、該水質浄化材を交換する場合、或いは川底のヘドロ等を浚う場合などには、やはりクレーン等の重機を用意して土留め工取付け用ブロックを吊り上げて撤去する必要があり、重機使用費用が嵩むし、面倒この上ない。
【0007】
したがって、本発明の目的は、鋼矢板護岸に対して水質浄化の構造物を可及的簡単に設置できるようにすること、しかも自然の景観を損なわず、美観に優れた護岸を提供することであり、さらにいえば、随時の後付け施工が可能であり、また、水質浄化材の出し入れや交換の作業、川底のヘドロ浚い作業等も重機を必要とすることなく容易に行える構成に改良した、鋼矢板護岸の水質浄化構造物を提供することにある。
【0008】
【課題を解決するための手段】
上述した課題を解決するための手段として、請求項1の発明に係る鋼矢板護岸の水質浄化構造物は、鋼矢板を連続状態に打ち込んで形成された護岸の川面側にスタッドボルトが取付けられ、前記スタッドボルトを利用して護岸の川面側の横方向に腹起こし状の支持枠が設置され、平面形状が川面側へ突き出る凸状をなし壁面に通水口が設けられている通水枠の両端部が、前記支持枠へ垂直なピン連結構造によって取り付けられ、前記通水枠の空洞内部に水質浄化材が装填されていることを特徴とする。
【0009】
請求項2の発明は、鋼矢板を連続状態に打ち込んで形成された護岸の川面側の上下に複数列をなす配置でスタッドボルトが取付けられ、前記スタッドボルトを利用して護岸の川面側の横方向に腹起こし状の支持枠が上下に複数段設置され、平面形状が川面側へ突き出るように湾曲した凸状をなし壁面の略全面に通水口が設けられている通水枠の両端部が、上下に複数段設置された前記支持枠へ垂直なピン連結構造によって取り付けられ、前記通水枠の空洞内部に水質浄化材が装填されていることを特徴とする。
【0010】
請求項3の発明は、前記請求項1又は2に記載した発明における通水枠の両端部に、各段の支持枠が嵌まる大きさ、形状の凹欠部が設けられていると共に、前記凹欠部に嵌まった支持枠のボルト通し孔と一致する位置の上下方向に、ボルト通し孔とナットスリ−ブがそれぞれ垂直に設けられ、各々のボルト通し孔へボルトを共通に通しナットスリ−ブヘねじ込み締詰して取付けが行われていることを特徴とする。
【0011】
請求項4の発明は、前記請求項1又は2に記載した、上下に複数段設置された支持枠に、立面方向に見てコ字形をなす連結具の垂直軸部が、垂直方向に貫通させた状態で回転可能に設置され、前記連結具の上下の横向き腕部が通水枠の上下に設けられた箱型受け部のボルト孔へ通され、ナットを締結して取り付けられていることを特徴とする。
【0012】
【発明の実施の形態】
本発明は、鋼矢板護岸を前提として実施される。鋼矢板護岸の建設時に水質浄化構造物の設計、施工を行う場合は勿論のこと、護岸を建設後の供用状態においても随時計画し、施工することが容易に可能である。仮に、スタッドボルトの取付けが水中溶接になるとしても、現状の溶接技術に照らして、さして困難ではないからである。
【0013】
本発明は、鋼矢板護岸の川面側の横方向に、通水枠の取付けに必要な長さの支持枠を、スタッドボルトを利用することによって設置し、該支持枠へ通水枠を取り付ける手順で実施される。支持枠は1段でも良いが、通水枠の設置状態の安定性、信頼性を確保するには少なくとも上下2段で実施するのが好ましい。
通水枠は、鉄筋コンクリート造製品、又は鋼構造製品その他の材質で製作し実施される。通水枠の平面形状は、鋼矢板護岸の川面側へ、水質浄化材の装填に適切な空洞部を形成するように、半円形状、角形状、三角形、多角形等の凸状に形成すると共に、その壁面には縦又は横方向のスリット状、又は孔状の通水口(開口)を設けた構成で実施される。河川を流れる水は、通水枠の開口部から空洞部内へ入り水質浄化材と接触しつつ流通することにより浄化される。
【0014】
通水枠は、その両端部を、支持枠へ垂直なピン連結構造によって取り付けられる。従って、河川に水没状態で設置され、増水その他の原因で想像以上に大きな水圧、水流抵抗を受けることがあっても、通水枠の取付け状態の安定性、信頼性を確保できる。そして、通水枠の空洞部内に装填された水質浄化材が老朽化した場合の交換作業、或いは川底に溜まったヘドロ等の浚い作業を行う場合には、片端のピン連結構造を外すことにより、他端のピン連結構造をヒンジ代用として通水枠は人の手作業として回動(開閉)操作して対処することが出来、重機を必要とはしない。
【0015】
通水枠は、河川の鋼構造護岸の川面側の長手方向(水の流れ方向)、つまり支持枠の長手方向に沿って、連続的に凹凸を形成する配置、又は不連続的な凸の配置で設置される。しかも、通水枠がコンクリート製品である場合には、その型枠に石垣模様、或いは岩肌模様等の凹凸を備えた特殊模様型枠を併用することによって川面側の壁面に前記の凹凸模様を装飾し、また、鋼構造製品である場合には前記同様の模様を表現した装飾パネルを川面側の壁面へ取り付けて護岸の自然な景観、美観を高めることも実施される。要するに、護岸の自然にマッチした景観を高めると共に水質浄化の作用(空洞部内の水質浄化材を通過する水の流れ)にも好適な配置を設計して実施される。
【0016】
【実施例】
次に、図示した本発明の実施例を説明する。
図1は川岸に沿って連続状態に打ち込まれた鋼矢板1…により形成した鋼矢板護岸の川面側の上下に横2列の配置で、スタッドボルト2…を約60cmのピッチで水平に取付け、このスタッドボルト2を利用して鋼矢板護岸の川面側の横方向に腹起こし状の支持枠3を設置する段階を示している。図5に示したように、通水枠はおよそ水没状態のレベルで設置される。必然、支持枠3も水中に設置されるが、スタッドボルト2は周知の水中溶接法により鋼矢板へ熔着して取り付けられる。図1以下に示した本実施例の支持枠3は、2本の溝形鋼3a、3bを向かい合わせて平行に組み合わせ、両者の間の長手方向に適度な間隔で配置した複数の繋ぎプレート3cを介して溶接等の方法で接合した組み立て材として構成されている。この支持枠3は、前記2本の溝形鋼3a、3bの中間へスタッドボルト2を通して鋼矢板護岸へ当てがい、外側から座金4を介してナット5をスタッドボルト2へねじ込み締結することにより強固な取付けが行われている。なお、支持枠3を構成する2本の溝形鋼3a、3bのウエブ中央の長手方向には、通水枠の両端を垂直なボルトにより取り付けるのに好適な間隔、一例として120cmの間隔で垂直方向に中心が一致するボルト通し孔6が複数設けられている。
【0017】
次に、図2は前記した上下2段の支持枠3、3へ、通水枠7の両端部を、垂直なピン連結構造によって取り付ける要領を示している。本実施例の通水枠7は鉄筋コンクリート造のプレキャスト製品であり、図3及び図4に示したように、平面形状が護岸から川面側へ半円形状に湾曲した凸状をなすものとして形成され、その壁面には縦方向に長いスリット形状の通水口8…が全面に均等配置で複数設けらている。該通水枠7の両端部には、上下2箇所の位置に、図2で明らかなように、前記2段の支持枠3、3が略ぴったり嵌まる大きさで矩形状の凹欠部9、9が設けられ、中間部にも矩形状の作業用凹部10が設けられている。そして、凹欠部9の上側部分には金属スリーブの埋め込みによりボルト通し孔11が貫通され、下側部分には金属製のナットスリーブ12を埋め込んで垂直方向に前記ボルト通し孔11と中心が一致するネジ孔13が設けられている。従って、通水枠7の取付け作業は、図3と図5に示したように、上下の凹欠部9、9を、鋼矢板護岸の上下2段の支持枠3、3へ嵌め合わせ、同支持枠3のボルト通し孔6と、通水枠7の前記ボルト通し孔11の中心を一致させ、十分な長さを持つ通しボルト14を上下方向に一連の各ボルト通し孔11、6へ下向きに通し、その先端のネジ部14aをナットスリーブのネジ孔13へねじ込みしっかりと締結することにより垂直なピン連結構造で強固な取付けが達成される。下段の支持枠3に対するボルト止め作業の際に、前記中間部の作業用凹部10が有効に利用される。
【0018】
もっとも、図6に示した実施例のように、通水枠7の端部には上下2箇所に支持枠3が嵌まる凹欠部9、9のみ設けて、作業用凹部は設けず、下位の凹欠部9まで貫通するボルト通し孔11、11を一連に設け、下位の凹欠部9の下側部分にのみナットスリーブ12を埋め込んで前記ボルト通し孔11と垂直方向に中心が一致するネジ孔13を設けた構成でも同様に実施される。本実施例の場合は、通水枠7の縦の長さ寸法に匹敵する長さの1本の通しボルト14を上方から下向きに、ボルト通し孔11、6、11、6の順で一連に通し、最終的にナットスリーブ12のネジ孔13へねじ込み締結して垂直なピン連結構造による取付けが行われる。
【0019】
本発明の場合、通水枠7の取付け(設置の作業)は、同通水枠をクレーン等で吊り込み、その両端部を同時にボルト止めする手順によるほか、片端づつ前後する順序で取付けを行う手順も実施出来る。というのも、通水枠7の片端をボルト止めすると、それが垂直なピン連結構造の故にヒンジ代用となり、当該通水枠7は前記通しボルト14を中心として回動(開閉)操作するとができる。よって、以後はクレーンにりよる吊り状態を解除しても、他端部のボルト止めによる取付け作業を支障無く行え、重機の稼働効率を高められる。
【0020】
鋼矢板護岸に対する通水枠7の取付け態様は、図3に示したように、およそ1個おきの不連続な凸状配置で設置する場合のほか、要求される水質浄化の条件、鋼矢板護岸の自然の景観、美観上の考慮その他の理由により、連続的に凹凸を形成する配置、或いは部分的に凹凸の群を形成するような配置で設置される。更に必要に応じて、通水枠の川面側の壁面に石垣模様、或いは岩肌模様等の凹凸模様を装飾し、又は前記同様の模様を表現した装飾パネルを川面側の壁面へ取り付けて護岸の自然な景観、美観を高めることも実施される。そして、前記のように設置された各通水枠7の空洞部内に、水質浄化材15が装填される(図4参照)。水質浄化材15は、目的とする水質浄化の内容、程度に応じて、石塊、又は貝殻を焼却処分したもの、或いは古タイヤをチップ状に裁断したものなどが、金網又は合成樹脂(ジオテキスタイル)等で形成した袋に収納した状態で装填される。従って、こうした水質浄化材15を装填する便宜上、通水枠7の空洞部内の下部に底板を設けることも好都合である。
【0021】
【第2の実施例】
図7と図8に示した実施例も、通水枠7を上下2段の支持枠3、3へ垂直なピン連結構造によって取り付けるが、垂直なボルト止め構造ではなく、立面方向にみて大略コ字形をなす連結具を使用していること、及び同連結部の垂直軸部は通水枠7の端面から突き出た位置にある構成を示している。即ち、鉄筋コンクリート造の通水枠7の両端面部の上下2箇所の位置に、一例を図9に示したように複数のアンカー鉄筋16を配置した箱型受け部17が一体的に埋設されている。この箱型受け部17の端板19にボルト通し孔18が設けられており、該ボルト通し孔18の背後部分にナット締結の作業に支障無い広さの空所20が形成されている。前記端板19が通水枠7の端面と面一に埋設されている。これに対して、上下2段の支持枠3、3における、該当位置のボルト通し孔6には、軸径がやや太く上端にL形状に屈曲された横向き腕部21を一体的に備えた垂直軸部22が回転自在に通され、単独でL形状をなす下側の横向き腕部23の垂直部23’を差し込める孔24が前記垂直軸部22の下端に開口されている。従って、当該通水枠7の取付け作業は、予め上下2段の支持枠3、3の各ボルト通し孔6、6へ共通に通した垂直軸部22における上端の横向き腕部21に対して、クレーン等で吊り込んだ通水枠7の端面の上位のボルト通し孔18を一致させ、同腕部21を孔18へ通す。他方、下位のボルト通し孔18には下側の横向き腕部23を通し、しかる後に同腕部23の垂直部23’を前記垂直軸部22の孔24へ差し込んで仮止め状態と成し、つづいて各横向き腕部の先端ネジ部21a、23aへ空所20を利用してナット25をねじ込み強固に締結することにより、実質垂直なピン連結構造の取付けが行われている。
【0022】
【第3の実施例】
図10は鋼構造通水枠7の実施例を示している。この通水枠7は、形鋼材を湾曲加工した上部枠7a、及び下部枠7bの間を、縦方向に鋼製の角パイプ7cで繋ぎ、同角パイプ相互間の隙間が通水口8として構成されている。本実施例の場合、支持枠3は上下方向に略等間隔で、上、中、下の3段に設けられている。これに対応して、前記通水枠7の両端部には、前記の各支持枠3の上下を挟む上下一対のブラケット26が合計3組設けられている。そして、各段の支持枠3とその上下を挟む一対のブラケット26、26は垂直なピン軸27で止着され、もって実質垂直なピン連結構造の取付けが行われている。
【0023】
【発明が奏する効果】
本発明に係る鋼矢板護岸の水質浄化構造物は、河川の鋼矢板護岸に対して比較的簡単に水質浄化構造物を取付け施工することができ、しかも美観に優れ、河川の自然な景観を損なわないものとすることができる。とりわけ、本発明の水質浄化構造物は、鋼矢板護岸の建設時に同時に施工することは勿論可能であるが、建設後でも随時の後付け施工が容易に可能である。また、同水質浄化構造物は、一端部の垂直なピン連結構造をヒンジ代用として通水枠の他端側を回動させ、水質浄化材の交換、あるいは川底のヘドロ等の浚え作業などを重機がなくても、人力の範囲で容易に行えて至便である。
【図面の簡単な説明】
【図1】鋼矢板護岸へ支持枠を設置する要領を示した斜視図である。
【図2】支持枠へ通水枠を取り付ける要領を示した斜視図である。
【図3】通水枠の取り付け状況を示した斜視図である。
【図4】支持枠へ通水枠を取り付けた状態の平面図である。
【図5】支持枠へ通水枠を取り付けた状態の側面図である。
【図6】支持枠へ異なる構造の通水枠を取り付ける要領を示した斜視図である。
【図7】支持枠へ更に異なる構造の通水枠を取り付ける要領を示した斜視図である。
【図8】支持枠へ前記通水枠を取り付けた状態の側面図である。
【図9】箱型受け部の構造を示した斜視図である。
【図10】鋼構造通水枠の取り付け状態を示した側面図である。
【符号の説明】
1 鋼矢板
2 スタッドボルト
3 支持枠
8 通水口
7 通水枠
15 水質浄化材
9 凹欠部
11 ボルト通し孔
12 ナットスリーブ
14 通しボルト
22 垂直軸部
21 横向き腕部
23 横向き腕部
17 箱型受け部
18 ボルト孔
25 ナット
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention provides a water purification structure provided for performing water purification by forming submerged unevenness on the river surface side of a steel sheet pile revetment when the river revetment is formed by driving steel sheet piles in a continuous state. About.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, a technique of forming a seawall of a river with steel sheet piles and installing a water purification structure on the river surface side of the steel sheet pile seawall is described in, for example, JP-A-3-60800, JP-A-4-49307, and the like. Belongs to.
The revetment facility for seawall water disclosed in the above-mentioned Japanese Patent Application Laid-Open No. Hei 3-60800 has a water intake tank provided with an intake port and an air lift pump on the river surface side of a steel sheet pile revetment, and a lower part communicating with the water intake tank. And an aeration tank provided with an aeration tube at the bottom, and an aeration tank connected at the top with the aeration tank, and a conveyor-type sludge scraper provided at the bottom, and a sludge pool on the outlet side of the scraper. And a means for discharging sludge from the sludge pool, and a sedimentation tank provided with an outlet for purified water.
[0003]
In addition, the seawall structure disclosed in the above-mentioned Japanese Patent Application Laid-Open No. 4-49307 is a double cutoff in which another steel sheet pile embankment is provided in parallel on the river surface further than the steel sheet pile embankment to provide a terrace seawall. A purifying device that forms a staircase revetment, takes in and purifies river water and returns it to the river again is buried in the terrace revetment. There is also disclosed a technique in which a seawall of a river is formed by steel sheet piles, and a block is attached to the river surface side of the steel sheet pile seawall to break waves and construct a fish nest.
[0004]
Further, in the block for earth retaining work disclosed in the above-mentioned JP-A-6-108481, a so-called T-shaped steel is arranged on a river face side of a steel sheet pile revetment in parallel with each other in a vertical direction at an interval equal to the width of the block. Then, the T-section steel web is joined to the steel sheet pile by continuous fillet welding, and the two ends of the earth retaining installation block are fitted and dropped into the U-shaped grooves formed by the T-section steel on both sides. It is installed by.
[0005]
[Problems to be solved by the present invention]
The conventional water purification structure of the steel sheet pile revetment disclosed in the above-mentioned Japanese Patent Application Laid-Open Nos. Hei 3-60800 and Hei 4-49307 has a complicated structure of the water purification structure irrespective of the water purification function. The construction is not easy, and the beauty of the revetment is not considered so much. Further, even if the purifying material or the purifying device is deteriorated, the replacement operation is extremely difficult.
[0006]
Next, the technology described in Japanese Patent Application Laid-Open No. 6-108481 is aimed at wave-dissipation, fish nests, etc., and is not aesthetically pleasing, but is difficult to install and can be used as a water purification structure. Not suitable. In other words, if the T-section steel is to be attached after the revetment work, the entire surface will be welded underwater, which is inevitably impossible in light of the current welding technology. Therefore, at the place where the earth retaining work mounting block is to be installed, a T-section steel must be welded in advance on land to one side of the steel sheet pile at the corresponding position at the time of construction of the steel sheet pile revetment. Unless otherwise, it is almost impossible to plan and construct the earth retaining block installation after the revetment work. In addition, in order to fit the earth retaining attachment block into the U-shaped groove formed by the T-section steel, it is necessary to suspend the block using a heavy machine such as a crane. Therefore, when the water purifying material is loaded inside the earth retaining work mounting block, the water purifying material is replaced, or when dredging down the riverbed, etc., a heavy machine such as a crane is also used. It is necessary to lift the earth retaining work mounting block and remove it, which increases the cost of using heavy equipment and is troublesome.
[0007]
Therefore, an object of the present invention is to make it possible to install a structure for water purification on a steel sheet pile revetment as easily as possible, and to provide a revetment excellent in aesthetics without impairing the natural scenery. Yes, and furthermore, it is possible to install it at any time, and it has been improved to a structure that can easily perform the work of putting in and out the water purification material, replacing it, and dredging the riverbed without the need for heavy equipment. It is an object of the present invention to provide a water purification structure for a seawall.
[0008]
[Means for Solving the Problems]
As a means for solving the above-mentioned problems, a water purification structure of a steel sheet pile revetment according to the invention of claim 1 has stud bolts attached to the river surface side of a revetment formed by driving steel sheet piles in a continuous state, Both ends of a water flow frame in which a stirruped support frame is installed in the lateral direction on the river surface side of the seawall using the stud bolts, and a planar shape has a convex shape protruding to the river surface side and water holes are provided on the wall surface. The part is attached to the support frame by a vertical pin connection structure, and a water purification material is loaded inside the cavity of the water flow frame.
[0009]
According to a second aspect of the present invention, stud bolts are attached in a plurality of rows above and below the river surface of a seawall formed by driving steel sheet piles in a continuous state, and the stud bolts are used to lay sideways of the seawall along the river surface. The support frame in the direction of bulging in the direction is installed in a plurality of stages up and down, the flat shape is curved so that it protrudes to the river surface side, and the water flow port is provided on almost the entire surface of the wall. A water purification material is mounted inside the cavity of the water flow frame by being vertically attached to the support frame which is installed in a plurality of stages vertically.
[0010]
According to a third aspect of the present invention, the water flow frame according to the first or second aspect is provided at each end thereof with a concave notch having a size and a shape into which the support frame of each step fits. A bolt through-hole and a nut sleeve are provided vertically in a vertical direction at a position corresponding to the bolt through-hole of the support frame fitted in the concave notch, and a bolt is commonly passed through each of the bolt through-holes to pass through the nut sleeve. It is characterized by being screwed and tightened for installation.
[0011]
According to a fourth aspect of the present invention, the vertical axis portion of the connector having a U-shape as viewed in the vertical direction penetrates vertically through the support frame installed in a plurality of stages vertically as described in the first or second aspect. It is installed rotatably in a state where it has been made, and the upper and lower horizontal arms of the connecting tool are passed through the bolt holes of the box-shaped receiving portions provided above and below the water flow frame, and the nut is fastened and attached. It is characterized by.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
The present invention is carried out on the premise of steel sheet pile revetment. In addition to designing and constructing a water purification structure when constructing a steel sheet pile revetment, it is easy to plan and construct the revetment as needed, even in the service state after construction. This is because even if the mounting of the stud bolts is underwater welding, it is not difficult in the light of the current welding technology.
[0013]
The present invention provides a method for installing a supporting frame having a length necessary for mounting a water-permeable frame by using stud bolts in a lateral direction on a river surface side of a steel sheet pile revetment, and attaching the water-permeable frame to the supporting frame. Will be implemented. Although the support frame may be provided in one stage, it is preferable to perform the support frame in at least two upper and lower stages in order to secure the stability and reliability of the installation state of the water flow frame.
The water passage frame is manufactured and implemented with a reinforced concrete product or a steel structure product or other materials. The plane shape of the water flow frame should be convex, such as semicircular, angular, triangular, or polygonal, on the river surface side of the steel sheet pile revetment so as to form a cavity suitable for loading the water purification material. In addition, a vertical or horizontal slit-shaped or hole-shaped water passage (opening) is provided on the wall surface. The water flowing through the river enters the cavity from the opening of the water flow frame and is purified by flowing while contacting the water purification material.
[0014]
Both ends of the water flow frame are attached to the support frame by a vertical pin connection structure. Therefore, even if it is installed in a river in a submerged state and receives a larger water pressure and flow resistance than expected due to increased water or other causes, it is possible to secure the stability and reliability of the mounting state of the water flow frame. Then, when the water purification material loaded in the cavity of the water passage frame is to be replaced when the water purification material is deteriorated, or when the dredging work such as sludge accumulated on the riverbed is performed, by removing the pin connection structure at one end, Using the pin connection structure at the other end as a hinge, the water flow frame can be rotated (opened / closed) as a manual operation by a person, and no heavy equipment is required.
[0015]
The water flow frame is arranged to form irregularities continuously or to be discontinuous in the longitudinal direction (flow direction of water) on the river surface side of the steel structure seawall of the river, that is, along the longitudinal direction of the support frame. Installed in In addition, when the water-flowing frame is a concrete product, the above-mentioned uneven pattern is decorated on the wall surface on the river surface side by using a special pattern formwork having irregularities such as a stone wall pattern or a rock face pattern for the formwork. In the case of a steel structure product, a decorative panel expressing the same pattern as described above is attached to the wall surface on the river surface side to enhance the natural scenery and beauty of the revetment. In other words, the layout is designed and implemented to enhance the natural scenery of the revetment and to be suitable for the water purification action (the flow of water passing through the water purification material in the cavity).
[0016]
【Example】
Next, illustrated embodiments of the present invention will be described.
Fig. 1 shows two rows of stud bolts 2 installed horizontally at a pitch of about 60cm in the horizontal and vertical arrangement on the river side of the steel sheet pile revetment formed by steel sheet piles 1 driven continuously along the riverbank. The stage in which the stud bolt 2 is used to install a support frame 3 in the form of a barb in the lateral direction on the river surface side of the steel sheet pile revetment is shown. As shown in FIG. 5, the water flow frame is installed at a level substantially submerged. Inevitably, the support frame 3 is also installed in water, but the stud bolt 2 is attached to the steel sheet pile by welding using a well-known underwater welding method. The supporting frame 3 of the present embodiment shown in FIG. 1 and the subsequent figures is composed of a plurality of connecting plates 3c in which two channel steels 3a and 3b are combined in parallel with facing each other, and arranged at appropriate intervals in the longitudinal direction between them. As an assembly material joined by a method such as welding. The support frame 3 is firmly attached to the steel sheet pile revetment through the stud bolt 2 in the middle of the two channel steels 3a and 3b, and the nut 5 is screwed from the outside to the stud bolt 2 via the washer 4 and fastened. Mounting has been performed. In addition, in the longitudinal direction of the center of the web of the two channel steels 3a, 3b constituting the support frame 3, a suitable interval for attaching both ends of the water flow frame with vertical bolts, for example, at an interval of 120 cm, as an example. A plurality of bolt through holes 6 whose centers coincide with each other are provided.
[0017]
Next, FIG. 2 shows a manner in which both ends of the water flow frame 7 are attached to the above-described upper and lower support frames 3 and 3 by a vertical pin connection structure. The water flow frame 7 of the present embodiment is a precast product made of reinforced concrete, and as shown in FIGS. 3 and 4, is formed as a convex shape having a semicircular curved plane shape from the seawall to the river surface side. On the wall surface, a plurality of slit-shaped water holes 8 long in the longitudinal direction are provided uniformly over the entire surface. As shown in FIG. 2, rectangular recesses 9 each having a size such that the two-stage support frames 3, 3 are fitted almost exactly at both ends of the water passage frame 7. , 9 are provided, and a rectangular work recess 10 is also provided in the middle part. A bolt through hole 11 is penetrated by embedding a metal sleeve in the upper part of the concave notch 9, and a metal nut sleeve 12 is buried in the lower part by vertically aligning the center with the bolt through hole 11. Screw holes 13 are provided. Therefore, as shown in FIGS. 3 and 5, the mounting operation of the water-flowing frame 7 is performed by fitting the upper and lower concave notches 9 and 9 into the upper and lower two-stage supporting frames 3, 3 of the steel sheet pile revetment. The center of the bolt passage hole 6 of the support frame 3 and the center of the bolt passage hole 11 of the water passage frame 7 are aligned, and the through bolt 14 having a sufficient length is directed vertically downward into a series of bolt passage holes 11 and 6. And the screw portion 14a at the tip thereof is screwed into the screw hole 13 of the nut sleeve and securely fastened, thereby achieving a strong attachment with a vertical pin connection structure. The work recess 10 in the intermediate portion is effectively used at the time of bolting work to the lower support frame 3.
[0018]
However, as in the embodiment shown in FIG. 6, at the end of the water flow frame 7, only the concave notches 9, 9 in which the support frame 3 is fitted at two upper and lower positions are provided, and no working concave is provided. A series of bolt through holes 11 penetrating up to the concave notch 9 are provided, and a nut sleeve 12 is embedded only in the lower portion of the lower concave notch 9 so that the center of the nut sleeve 12 is vertically aligned with the bolt through hole 11. The same applies to the configuration in which the screw holes 13 are provided. In the case of the present embodiment, one through-bolt 14 having a length equivalent to the vertical length of the water-passage frame 7 is successively arranged in the order of the bolt through-holes 11, 6, 11, and 6 downward from above. Then, the nut is finally screwed into the screw hole 13 of the nut sleeve 12 and fastened, whereby the mounting is performed by the vertical pin connection structure.
[0019]
In the case of the present invention, mounting (installation work) of the water flow frame 7 is performed by suspending the water flow frame with a crane or the like and bolting both ends of the water flow frame at the same time. Procedures can be implemented. This is because, when one end of the water flow frame 7 is bolted, it serves as a hinge because of the vertical pin connection structure, and the water flow frame 7 can be rotated (opened / closed) around the through bolt 14. . Therefore, even after the hanging state by the crane is released, the mounting operation by bolting the other end can be performed without any trouble, and the operation efficiency of the heavy equipment can be increased.
[0020]
As shown in FIG. 3, the water-permeable frame 7 is attached to the steel sheet pile revetment in a manner that it is installed in approximately every other discontinuous convex shape, as well as the required water purification conditions and the steel sheet pile revetment. Due to natural scenery, aesthetic considerations, and other reasons, they are installed in an arrangement in which concavities and convexities are continuously formed, or in an arrangement in which groups of concavities and convexities are partially formed. Furthermore, if necessary, the wall surface on the river surface side of the water flow frame is decorated with a stone wall pattern or an uneven pattern such as a rock surface pattern, or a decorative panel expressing the same pattern as described above is attached to the wall surface on the river surface side, and the nature of the seawall is provided. Enhancing the natural scenery and aesthetics is also implemented. Then, the water purification material 15 is loaded into the cavity of each of the water flow frames 7 installed as described above (see FIG. 4). The water-purifying material 15 may be a material obtained by incinerating stone blocks or shells, or a material obtained by cutting old tires into chips, depending on the content and degree of the target water purification, a wire mesh or a synthetic resin (geotextile). It is loaded in a state of being stored in a bag formed by the above method. Therefore, it is also convenient to provide a bottom plate in the lower part of the cavity of the water flow frame 7 for the convenience of loading the water purification material 15.
[0021]
[Second embodiment]
In the embodiment shown in FIGS. 7 and 8, the water-flowing frame 7 is also attached to the upper and lower support frames 3 and 3 by a vertical pin connection structure. This figure shows that a U-shaped connecting tool is used, and that the vertical axis of the connecting portion is located at a position protruding from the end face of the water flow frame 7. That is, a box-shaped receiving portion 17 in which a plurality of anchor reinforcing bars 16 are arranged as shown in FIG. 9 is integrally buried at two upper and lower positions on both end surfaces of the reinforced concrete water-permeable frame 7. . A bolt through hole 18 is provided in an end plate 19 of the box-shaped receiving portion 17, and a space 20 having a size that does not hinder the operation of fastening the nut is formed behind the bolt through hole 18. The end plate 19 is buried flush with the end face of the water flow frame 7. On the other hand, the bolt through-hole 6 at the corresponding position in the upper and lower two-stage support frames 3 and 3 has a slightly thicker shaft diameter and a horizontal arm 21 integrally bent at the upper end into an L shape. The shaft portion 22 is rotatably passed through, and a hole 24 into which the vertical portion 23 ′ of the lower horizontal arm portion 23, which is independently L-shaped, can be inserted is opened at the lower end of the vertical shaft portion 22. Therefore, the work of attaching the water-flowing frame 7 is performed in advance with respect to the horizontal arm portion 21 at the upper end of the vertical shaft portion 22 which is commonly passed in advance through the bolt through holes 6, 6 of the upper and lower two-stage support frames 3, 3. The upper bolt holes 18 on the end face of the water flow frame 7 suspended by a crane or the like are aligned, and the same arm portion 21 is passed through the hole 18. On the other hand, the lower side arm portion 23 is passed through the lower bolt through hole 18, and then the vertical portion 23 ′ of the same arm portion 23 is inserted into the hole 24 of the vertical shaft portion 22 to form a temporary fixing state, Subsequently, the nut 25 is screwed into the tip screw portions 21a and 23a of each lateral arm portion using the space 20 and firmly fastened, whereby a substantially vertical pin connection structure is mounted.
[0022]
[Third embodiment]
FIG. 10 shows an embodiment of the water frame 7 having a steel structure. The water flow frame 7 connects an upper frame 7a and a lower frame 7b, which are formed by bending a shaped steel material, with a steel square pipe 7c in the vertical direction, and a gap between the square pipes serves as a water flow port 8. Have been. In the case of this embodiment, the support frames 3 are provided at upper, middle, and lower stages at substantially equal intervals in the vertical direction. Correspondingly, a total of three pairs of upper and lower brackets 26 sandwiching the upper and lower sides of each support frame 3 are provided at both ends of the water flow frame 7. Then, the support frame 3 of each step and a pair of brackets 26 sandwiching the upper and lower sides thereof are fixed by a vertical pin shaft 27, so that a substantially vertical pin connection structure is mounted.
[0023]
[Effects of the Invention]
ADVANTAGE OF THE INVENTION The water purification structure of the steel sheet pile revetment according to the present invention can relatively easily attach and construct the water purification structure on the steel sheet pile revetment of the river, and is excellent in aesthetics and impairs the natural scenery of the river. Can be none. In particular, the water purification structure of the present invention can of course be constructed simultaneously with the construction of the steel sheet pile revetment, but can be easily retrofitted at any time after construction. In addition, the water purification structure uses the vertical pin connection structure at one end as a hinge to rotate the other end of the water flow frame to replace the water purification material or dredge work such as sludge on the river bottom. Even if there is no heavy equipment, it can be easily performed within the range of human power and is convenient.
[Brief description of the drawings]
FIG. 1 is a perspective view showing how to install a support frame on a steel sheet pile revetment.
FIG. 2 is a perspective view showing how to attach a water flow frame to a support frame.
FIG. 3 is a perspective view showing an attachment state of a water flow frame.
FIG. 4 is a plan view showing a state where a water flow frame is attached to a support frame.
FIG. 5 is a side view of a state where a water-flowing frame is attached to a support frame.
FIG. 6 is a perspective view showing how to attach a water flow frame having a different structure to the support frame.
FIG. 7 is a perspective view showing how to attach a water flow frame having a different structure to the support frame.
FIG. 8 is a side view of a state in which the water flow frame is attached to a support frame.
FIG. 9 is a perspective view showing a structure of a box-shaped receiving portion.
FIG. 10 is a side view showing an attached state of a steel structure water flow frame.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 steel sheet pile 2 stud bolt 3 support frame 8 water passage 7 water passage frame 15 water purification material 9 concave notch 11 bolt through hole 12 nut sleeve 14 through bolt 22 vertical shaft 21 lateral arm 23 lateral arm 17 box-shaped receiver Part 18 bolt hole 25 nut

Claims (4)

鋼矢板を連続状態に打ち込んで形成された護岸の川面側にスタッドボルトが取付けられ、前記スタッドボルトを利用して護岸の川面側の横方向に腹起こし状の支持枠が設置され、平面形状が川面側へ突き出る凸状をなし壁面に通水口が設けられている通水枠の両端部が、前記支持枠へ垂直なピン連結構造によって取り付けられ、前記通水枠の空洞内部に水質浄化材が装填されていることを特徴とする、鋼矢板護岸の水質浄化構造。Stud bolts are attached to the river surface side of the revetment formed by driving steel sheet piles in a continuous state, and a staggered support frame is installed in the lateral direction on the river surface side of the revetment using the stud bolts, and the planar shape is Both ends of a water flow frame having a convex shape protruding toward the river surface side and a water flow port provided on a wall surface are attached to the support frame by a vertical pin connection structure, and a water purification material is provided inside the cavity of the water flow frame. A water purification structure for steel sheet pile revetment, characterized by being loaded. 鋼矢板を連続状態に打ち込んで形成された護岸の川面側の上下に複数列をなす配置でスタッドボルトが取付けられ、前記スタッドボルトを利用して護岸の川面側の横方向に腹起こし状の支持枠が上下に複数段設置され、平面形状が川面側へ突き出る凸状をなし壁面の略全面に通水口が設けられている通水枠の両端部が、上下に複数段設置された前記支持枠へ垂直なピン連結構造によって取り付けられ、前記通水枠の空洞内部に水質浄化材が装填されていることを特徴とする、鋼矢板護岸の水質浄化構造。Stud bolts are mounted in multiple rows above and below the river surface of the revetment formed by driving steel sheet piles in a continuous state, and the stud bolts are used to support the revetment in the lateral direction on the river surface side. The support frame in which both ends of a water flow frame in which a frame is installed in a plurality of stages vertically and a plane shape is formed in a convex shape protruding to the river surface side and a water passage is provided on substantially the entire surface of the wall, and is vertically installed in a plurality of stages. A water purification structure for a steel sheet pile revetment, wherein the structure is attached by a pin connection structure perpendicular to the water flow passage, and a water purification material is loaded inside the cavity of the water flow frame. 請求項1又は2に記載した通水枠の両端部に、各段の支持枠が嵌まる大きさ、形状の凹欠部が設けられていると共に、前記凹欠部に嵌まった支持枠のボルト通し孔と一致する位置の上下方向に、ボルト通し孔とナットスリ−ブがそれぞれ垂直に設けられ、各々のボルト通し孔へボルトを共通に通しナットスリ−ブヘねじ込み締詰して取付けが行われていることを特徴とする、鋼矢板護岸の水質浄化構造物。A recessed portion having a size and a shape for fitting the support frame of each step is provided at both ends of the water flow frame according to claim 1 or 2, and the support frame fitted in the recessed portion is provided. A bolt through hole and a nut sleeve are vertically provided at a position corresponding to the bolt through hole, and a bolt is commonly passed through each of the bolt through holes, screwed into the nut sleeve, tightened, and mounted. A water purification structure on a steel sheet pile revetment. 請求項1に記載した上下に複数段設置された支持枠に、立面方向に見てコ字形をなす連結具の垂直軸部が、垂直方向に貫通させた状態で回転可能に設置され、前記連結具の上下の横向き腕部が、通水枠の上下に設けられた箱型受け部のボルト孔へ通され、ナットを締結して取り付けられていることを特徴とする、鋼矢板護岸の水質浄化構造物。A vertical axis portion of a connector having a U-shape as viewed in an elevation direction is rotatably installed in a vertically penetrated state on the support frame installed in a plurality of stages up and down according to claim 1, Water quality of steel sheet pile revetment, characterized in that upper and lower horizontal arms of the connecting tool are passed through bolt holes of box-shaped receiving portions provided above and below the water flow frame and fastened with nuts. Purification structure.
JP23235495A 1995-09-11 1995-09-11 Water purification structure of steel sheet pile revetment Expired - Fee Related JP3564568B2 (en)

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JP23235495A JP3564568B2 (en) 1995-09-11 1995-09-11 Water purification structure of steel sheet pile revetment

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JP23235495A JP3564568B2 (en) 1995-09-11 1995-09-11 Water purification structure of steel sheet pile revetment

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KR101982590B1 (en) * 2018-10-16 2019-09-10 박노성 Earth retaining wall and method of construction retaining wall using thereof
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