JP2711808B2 - Seawall makeup structure for river purification - Google Patents

Seawall makeup structure for river purification

Info

Publication number
JP2711808B2
JP2711808B2 JP6243348A JP24334894A JP2711808B2 JP 2711808 B2 JP2711808 B2 JP 2711808B2 JP 6243348 A JP6243348 A JP 6243348A JP 24334894 A JP24334894 A JP 24334894A JP 2711808 B2 JP2711808 B2 JP 2711808B2
Authority
JP
Japan
Prior art keywords
floating block
river
floating
seawall
pipe
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.)
Expired - Fee Related
Application number
JP6243348A
Other languages
Japanese (ja)
Other versions
JPH0881936A (en
Inventor
ヤエミ 前田
Original Assignee
前田屋外美術株式会社
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 前田屋外美術株式会社 filed Critical 前田屋外美術株式会社
Priority to JP6243348A priority Critical patent/JP2711808B2/en
Publication of JPH0881936A publication Critical patent/JPH0881936A/en
Application granted granted Critical
Publication of JP2711808B2 publication Critical patent/JP2711808B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、矢板護岸前面の水辺に
おける安全性の向上と水質など生態系への寄与、及び景
観の改善を目的とした河川浄化用護岸化粧構造に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawall makeup structure for river purification for improving safety at the waterside in front of a sheet pile revetment, contributing to ecosystems such as water quality, and improving landscape.

【0002】[0002]

【従来の技術】近年、護岸工事として河岸に矢板を並列
打設して行うもの、或は湖岸工事終了後、この矢板を残
した河岸を構成したものがあるが、この種の河岸は、殺
風景になり景観が悪いだけでなく、水生生物や水鳥の生
態系を破壊する問題を有していた。また、一般にこの種
の矢板護岸では、矢板の頂縁にコンクリート製の笠木が
設けられているものの、河岸が切り立っているため、直
接河水への転落事故が生じ易く、転落した場合にも手が
かりがないから死に至る水難事故になり易い危険性があ
った。また、河岸を矢板やコンクリートで覆った構造で
は、該河岸における生態系が完全に破壊されるため、生
態系による水質の自然浄化作用がなされなくなり、水質
の悪化が進行するといった問題を有していた。
2. Description of the Related Art In recent years, revetment work has been carried out by laying sheet piles in parallel on a riverbank, or after the completion of lakeshore work, there have been riverbanks that have left these sheet piles. Not only did the landscape worsen, but also destroyed aquatic organisms and waterfowl ecosystems. In addition, in general, in this type of sheet pile revetment, although concrete caps are provided on the top edge of the sheet pile, the river bank is steep, so it is easy for accidents to fall directly into river water, and clues can be given in case of falling. There was a danger of a water accident that could result in death due to lack of a water accident. In addition, a structure in which the riverbank is covered with sheet pile or concrete has a problem that the ecosystem on the riverbank is completely destroyed, and the natural purification of water quality by the ecosystem is not performed, and the water quality deteriorates. Was.

【0003】[0003]

【発明が解決しようとする課題】本発明は上記問題に鑑
みてなされたものであり、河岸から万一転落した場合に
も直接河水中に落ちるのを防止すると共に、水中に転落
した場合に手掛かりを提供するようになる安全性を向上
させた河岸の構造を提供すると共に、矢板を使用した護
岸河川において生態系を確保して河水の水質浄化を図る
と同時に河川の景観を改善することができる河川浄化用
護岸化粧構造を提供することを目的とするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and it is intended to prevent falling directly into river water even if it falls down from a river bank, and to provide a clue when falling down into water. It will provide riverbank structures with improved safety, and will also secure ecosystems in seawall rivers using sheet piles, purify the water quality of river water, and at the same time improve the landscape of rivers It is intended to provide a seawall makeup structure for river purification.

【0004】[0004]

【課題を解決するための手段】本発明に係る河川浄化用
護岸化粧構造は、発泡樹脂等の軽量浮力材料によって成
形し、平面形状が囲んだ枠体の構造を構成すると共に、
該枠体の底部間を複数の補強リブによって適当な間隔で
連結して開放底をもった任意平面形状の容器状を構成し
てなり、上記枠体の一部に河岸側部材との繋留構造を構
成してなる浮ブロックと、上記浮ブロックの容器状腔部
に収容した疑似海綿体またはヤシガラ繊維等の着床材か
らなる着床マットと、河岸に対して固設され、上記浮ブ
ロックの繋留構造と昇降方向変位自在に速繋する浮ブロ
ック連繋構造とから構成してなる河川浄化用護岸化粧構
造において、上記浮ブロック速繋構造を、枠体の背板部
に対して、一箇所または複数箇所に円環状の浮ブロック
繋留環を突設し、スライドパイプを河岸に対して鉛直に
立設し、該スライドパイプに対して上記浮ブロック繋留
環を昇降方向摺動自在に外挿した構造にし、また上記浮
ブロック連繋構造のスライドパイプを、河岸に沿って立
設した護岸矢板に対して、河水側にパイプ下端を河床に
打ち込み固定し、上端をパイプ固定ブラケットを介して
該護岸矢板に固着した構造とすると共に、上記着床マッ
トを着床マット用網袋に収容して上記浮ブロックの容器
内腔部に収容し、該着床マット用網袋を着床マット固定
ロープによって上記浮ブロックの補強リブと結索した構
造にしたことを要旨とするものである。
SUMMARY OF THE INVENTION A seawall decorative structure for river purification according to the present invention is formed from a lightweight buoyant material such as foamed resin to constitute a frame structure surrounded by a planar shape.
The bottom of the frame is connected at appropriate intervals by a plurality of reinforcing ribs to form an arbitrary planar container having an open bottom, and a part of the frame is anchored to a riverside member. A floating block comprising: a floating mat made of a landing material such as a pseudo-sponge or coconut shell fiber accommodated in the container-like cavity of the floating block; and a floating block fixed to the riverbank, In a seawall makeup structure for river purification composed of a mooring structure and a floating block connecting structure that is quickly connected in a vertically movable manner, the floating block quick connecting structure is provided at one position or on a back plate portion of a frame. A structure in which annular floating block mooring rings are protrudingly provided at a plurality of locations, slide pipes are erected vertically with respect to the river bank, and the floating block mooring rings are externally slidably mounted on the slide pipes. And the above floating block connecting structure The slide pipe is fixed to the revetment sheet pile standing along the river bank by driving the lower end of the pipe into the riverbed on the river water side and fixing the upper end to the revetment sheet pile via a pipe fixing bracket. A structure in which a floor mat is accommodated in a net bag for a landing mat and accommodated in the container cavity of the floating block, and the net bag for the floor mat is tied to reinforcing ribs of the floating block by a landing mat fixing rope. The main point is that it has been made.

【0005】[0005]

【0006】[0006]

【0007】上記浮ブロックは、平板状の背板の端から
端板を前方に直交成形し、該端板端部間を直線、或は任
意の曲線的平面形状をもった前板によって囲った枠体か
らなり、上記前板の平面形状が凸状に彎曲した凸型浮ブ
ロックと、凹状に彎曲した凹型浮ブロック、及び背板の
他端部と連続する鋭角状の波切端を構成した波切浮ブロ
ックとの組み合わせによって構成してもよい。
[0007] In the floating block, an end plate is orthogonally formed forward from an end of a flat back plate, and the ends of the end plate are surrounded by a front plate having a straight line or an arbitrary curved plane shape. A wave-cutting device comprising a frame body, wherein the front plate has a convex floating block in which the planar shape is convexly curved, a concave floating block which is concavely curved, and an acute-angled wave-cut end continuous with the other end of the back plate. You may comprise by combining with a floating block.

【0008】[0008]

【作用】上記構成によれば、浮ブロックを河川の流れ方
向に連なるように繋留設置して使用する際、端部には、
波切ブロックを繋留して水流による抵抗を削減すること
ができる。各浮ブロックは、護岸矢板の河水側に鉛直に
沿設したスライドパイプからなる浮ブロック連繋構造に
よって、それぞれ昇降摺動自在に繋留してあり、水面の
高さに応じてその水面に浮力支承されるようになる。
According to the above construction, when the floating block is anchored and used so as to be continuous in the flow direction of the river, the end portion is provided with:
By anchoring the wave cutting block, the resistance due to the water flow can be reduced. Each floating block is vertically slidably anchored by a floating block connecting structure composed of slide pipes vertically extending along the river side of the seawall, and buoyancy is supported on the water surface according to the height of the water surface. Become so.

【0009】従って、疑似海綿体またはヤシガラ繊維な
どの着床材からなる着床マットにアシなどの水生植物を
植え込むことによって護岸矢板の河水側が該水生植物の
群生によって覆われるようになり、緑豊かな水辺の景観
を形成するようになる。
[0009] Therefore, by implanting aquatic plants such as reeds on a landing mat made of a simulated spongy body or coconut fiber or the like, the river side of the revetment sheet piles is covered with the aquatic plant population, thereby increasing the greenery. To form a beautiful waterside landscape.

【0010】また河岸から万一転落した場合に、河縁に
沿って該河川浄化用護岸化粧構造が構築されているた
め、直接河水中に落ちるのを防止すると共に、水中に転
落した場合でも該河川浄化用護岸化粧構造が手掛かりと
なり、這い上がることが容易になる。
[0010] Further, in case of a fall from the river bank, the seawall makeup structure for purifying the river is constructed along the river edge, so that it is prevented from falling directly into the river water, and even if it falls into the water, The revetment makeup structure for river purification is a clue, making it easy to crawl.

【0011】更に、疑似海綿体またはヤシガラ繊維など
の着床材からなる着床マットの水質浄化作用と該着床マ
ットに植え込んだアシなどの水生植物により、微生物が
繁殖してこれによる生態系の確保に伴い、河水の水質自
然浄化を図ることができる。
[0011] Furthermore, the water purification effect of a landing mat made of a landing material such as a pseudo spongy body or coconut hull fiber and aquatic plants such as reeds implanted in the landing mat allow microorganisms to propagate and thereby reduce the ecosystem. As a result, natural purification of river water can be achieved.

【0012】[0012]

【実施例】以下、本発明に係る河川浄化用護岸化粧構造
の一実施例を図面に従って説明する。図1は、河川浄化
用護岸化粧構造の実施状態を示す縦断面図、図2は河川
浄化用護岸化粧構造の一部切欠した平面図、図3は同浮
ブロックの縦断面図、図4は同要部の拡大斜視図であ
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing an embodiment of a seawall makeup structure for river purification according to the present invention. FIG. 1 is a longitudinal sectional view showing an embankment makeup structure for river purification, FIG. 2 is a partially cutaway plan view of the seawall makeup structure for river purification, FIG. 3 is a longitudinal sectional view of the floating block, and FIG. It is an expansion perspective view of the principal part.

【0013】符号1,2,3は、それぞれ発泡樹脂によ
って成形した芯材の表面をFRP樹脂によって被覆した
浮ブロックであり、該各浮ブロック1は、平板状の背板
4の両端(浮ブロック3は一端)から端板5を前方に直
交成形し、該端板5端部間を直線、或は任意の曲線的平
面形状をもった前板6によって囲んだ枠状を構成してな
るもので、この実施例では、前板6の平面形状が凸状に
彎曲した凸型浮ブロック1と、凹状に彎曲した凹型浮ブ
ロック2、及び凸型浮ブロック1の前板6の彎曲に連続
した彎曲になり背板4の他端部と連続する鋭角状の波切
端3aを構成した波切浮ブロック3の組み合わせにな
る。
Reference numerals 1, 2 and 3 denote floating blocks, each of which has a core material molded from a foamed resin and the surface of which is covered with an FRP resin. The end plate 5 is orthogonally formed from the one end to the front, and the end plate 5 is formed in a frame shape surrounded by a front plate 6 having a straight line or an arbitrary curved planar shape. In this embodiment, the planar shape of the front plate 6 is continuous with the convex floating block 1 having a convex curve, the concave floating block 2 having a concave curve, and the curvature of the front plate 6 of the convex floating block 1. It becomes a combination of the wave-cut floating block 3 which is curved and forms an acute-angle wave-cut end 3a which is continuous with the other end of the back plate 4.

【0014】各浮ブロック1,2,3は、背板4と前板
6の底部間を複数の補強リブ7,7…によって適当な間
隔で連結してなり、補強リブ7,7…間に孔開きの底を
もった充分な浮力を有する容器状を構成すると共に、上
記各浮ブロック1,2,3の背板4に対して、一箇所ま
たは数箇所にステンレス鋼製の浮ブロック繋留環8を突
設してなる。
In each of the floating blocks 1, 2, 3, the bottom of the back plate 4 and the front plate 6 are connected at appropriate intervals by a plurality of reinforcing ribs 7, 7,. A container having a perforated bottom and having a sufficient buoyancy and having a back plate 4 of each of the floating blocks 1, 2 and 3 is provided at one or several places with a stainless steel floating block anchoring ring. 8 protruding.

【0015】また符号9は、疑似海綿体またはヤシガラ
繊維などの着床材からなる着床マットであり、該着床マ
ット9は合成繊維製のロープによって編成した着床マッ
ト用網袋10に収容して、上記浮ブロック1,2,3の
容器内腔12部に収容すると共に、該着床マット用網袋
10を合成樹脂繊維製の着床マット固定ロープ11によ
って上記補強リブ7と結索してなる。
Reference numeral 9 denotes a landing mat made of a landing material such as a pseudo spongy body or coconut fiber, and the landing mat 9 is housed in a netting bag 10 for a landing mat knitted with synthetic fiber ropes. Then, while being accommodated in the container lumens 12 of the floating blocks 1, 2, and 3, the landing mat mesh bag 10 is tied to the reinforcing rib 7 by a landing mat fixing rope 11 made of synthetic resin fiber. Do it.

【0016】上記各浮ブロック1,2,3は、浮ブロッ
ク繋留環8を利用して所定の河川位置に水面レベルWL
の昇降に対応して昇降自在に繋留し、浮力支承してなる
もので、符号13は上記浮ブロック繋留環8を摺動自在
に外挿するステンレス鋼製のスライドパイプである。該
スライドパイプ13は、護岸用に河岸20に沿って立設
した護岸矢板15に対して、その河水21側に鉛直に設
けられるものであり、パイプ下端を河床22に打ち込み
固定すると共に、上端をパイプ固定ブラケット14を介
して該護岸矢板15に固着してなる。
Each of the floating blocks 1, 2 and 3 is placed at a predetermined river position by using the floating block
Reference numeral 13 denotes a slide pipe made of stainless steel which slidably extrapolates the floating block anchoring ring 8 in such a manner that the anchoring ring 8 is movably ascended and lowered corresponding to the ascending and descending movement of the floating block. The slide pipe 13 is provided vertically on the river water 21 side with respect to the seawall sheet pile 15 erected along the riverbank 20 for seawall, and the lower end of the pipe is driven into the riverbed 22 and fixed, and the upper end thereof is fixed. It is fixed to the seawall sheet pile 15 via a pipe fixing bracket 14.

【0017】尚、図中16は護岸矢板15の頂縁に固設
した笠木コンクリートであり、aは、上記着床マット9
に植え付けられ繁茂したアシ(ヨシ)等の水生植物であ
る。
In the figure, reference numeral 16 designates a coping concrete fixed on the top edge of the seawall sheet pile 15, and a is the floor mat 9
It is an aquatic plant such as a reed (reed) that has been planted and flourished.

【0018】上記構成の河川浄化用護岸化粧構造は、浮
ブロック1,2又は3を図2に示すように河川の流れ方
向に連なるように繋留設置して使用するものであり、端
部には、波切ブロック3を繋留して水流による抵抗を低
減することがなされている。各浮ブロック1,2,3
は、護岸矢板15の河水21側に鉛直に沿設したスライ
ドパイプ13に対して、それぞれ浮ブロック繋留環8を
昇降摺動自在に外挿しており、それぞれ充分な浮力を有
しているため、水面レベルWLの高さに応じてその水面
に浮力支承されるようになる。
The seawall makeup structure for river purification having the above structure is used by anchoring and installing the floating blocks 1, 2 or 3 so as to be continuous in the flow direction of the river as shown in FIG. In addition, the wave cutting block 3 is anchored to reduce the resistance due to the water flow. Each floating block 1,2,3
Has a floating pipe anchoring ring 8 which is extrapolated to the slide pipe 13 vertically extending along the river water 21 side of the revetment sheet pile 15 so as to be vertically slidable, and each has sufficient buoyancy. The buoyancy is supported on the water surface according to the height of the water surface level WL.

【0019】従って、疑似海綿体またはヤシガラ繊維な
どの着床材からなる着床マット9にアシなどの水生植物
aを植え込んだ場合、該水生植物aが繁茂すると護岸矢
板15の河水側が該水生植物aの群生によって覆われる
ようになる。また、使用が進むうちに着床マット9が目
詰まりすると、雑草なども活着して緑豊かな水辺の景観
を形成するようになる。
Therefore, when an aquatic plant a such as a reed is planted on a landing mat 9 made of a landing material such as a simulated sponge or coconut fiber, when the aquatic plant a prospers, the river side of the revetment sheet pile 15 becomes the aquatic plant. a. Further, if the landing mat 9 is clogged during use, weeds and the like are also activated to form a lush waterside landscape.

【0020】尚、前記実施例の説明では、各浮ブロック
1,2,3を河岸に対して水面レベルに適応して昇降自
在に繋留する構造として、浮ブロック繋留環8をスライ
ドパイプ13に外挿した構造について説明したが、該部
の構造は、浮ブロック1,2,3を浮沈許容範囲にロー
プ等によって繋留するものであっても同様に実施するこ
とができることはいうまでもない。
In the description of the above embodiment, the floating block anchoring ring 8 is attached to the slide pipe 13 so that the floating blocks 1, 2, 3 are adapted to be raised and lowered with respect to the river bank according to the water level. Although the inserted structure has been described, it goes without saying that the structure of this portion can be similarly implemented even if the floating blocks 1, 2, and 3 are moored in the allowable range of floating and sinking by a rope or the like.

【0021】[0021]

【発明の効果】以上述べたように本発明に係る河川浄化
用護岸化粧構造によれば、河岸に沿って該河川浄化用護
岸化粧構造が構築されるため、河岸から万一転落しても
直接水中に落ちることを防止すると共に、水中に落ちた
場合でも、河川浄化用護岸化粧構造を手掛かりにして陸
に這い上がることができ、安全性の面で大幅な向上があ
る。
As described above, according to the seawall makeup structure for river purification according to the present invention, since the seawall makeup structure for river purification is constructed along the riverbank, even if it falls down from the riverbank, it will be directly In addition to preventing falling into the water, even if falling into the water, it is possible to crawl up to the land by using the seawall makeup structure for river purification as a clue, greatly improving safety.

【0022】また、本発明の河川浄化用護岸化粧構造に
植え込まれるアシなどの水生植物は、水中に含まれるリ
ンなどの吸収蓄積が大きく、これらの繁茂した水生植物
を一定期間毎に刈り込み除去することによって間接的な
水質浄化作用を行うようになる。
In addition, aquatic plants such as reeds planted in the river purification bank protection structure of the present invention have a large absorption and accumulation of phosphorus and the like contained in water, and these overgrown aquatic plants are trimmed and removed at regular intervals. As a result, an indirect water purification action is performed.

【0023】更に、河川浄化用護岸化粧構造に繁茂した
水生植物によって影が形成されるため、魚が寄るように
なり、疑似海綿体やヤシガラ繊維によって構成した着床
材からなる着床マットが小魚の魚巣となり、この小魚が
水鳥を寄せ、外の生物も棲息するようになって自然に近
い生態系を快復させることができる。
Further, since a shadow is formed by the aquatic plants overgrown in the seawall makeup structure for river purification, fish comes to approach, and a landing mat made of a landing material composed of a pseudo spongy body or coconut shell fiber is small. It becomes a fish nest, and this small fish attracts water birds, inhabits other living things, and can restore the ecosystem close to nature.

【0024】加えて、矢板を使用した護岸河川におい
て、河川浄化用護岸化粧構造に繁茂した水生植物等によ
って矢板等の構造を隠蔽するようになるため、自然に近
い状態に景観を改善することができる等の特徴を有する
ものであり、本発明実施後の効果は極めて大きい。
In addition, in a revetment river using a sheet pile, the structure of the sheet pile or the like is concealed by aquatic plants or the like that have prospered in the seawall makeup structure for river purification, so that the landscape can be improved to a state close to nature. It has such features as being possible, and the effect after the present invention is implemented is extremely large.

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

【図1】本発明に係る河川浄化用護岸化粧構造の実施状
態を示す縦断面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of a seawall makeup structure for river purification according to the present invention.

【図2】同河川浄化用護岸化粧構造の一部切欠した平面
図である。
FIG. 2 is a partially cutaway plan view of the river purification wall protection structure.

【図3】同浮ブロックの縦断面図である。FIG. 3 is a vertical sectional view of the floating block.

【図4】同要部の拡大斜視図である。FIG. 4 is an enlarged perspective view of the main part.

【符号の説明】[Explanation of symbols]

1,2,3 浮ブロック 4 背板 5 端板 6 前板6 7 補強リブ 8 浮ブロック繋留環 9 着床マット 10 着床マット用網袋 11 着床マット固定ロープ 13 スライドパイプ 14 パイプ固定ブラケット 15 護岸矢板 16 笠木コンクリート 20 河岸 21 河水 22 河床 a 水生植物 1, 2, 3 Floating block 4 Back plate 5 End plate 6 Front plate 6 7 Reinforcement rib 8 Floating block mooring ring 9 Landing mat 10 Netting bag for landing mat 11 Landing mat fixing rope 13 Slide pipe 14 Pipe fixing bracket 15 Seawall sheet pile 16 Kasagi concrete 20 Riverbank 21 Riverwater 22 Riverbed a Aquatic plant

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 発泡樹脂等の軽量浮力材料によって成形
し、平面形状が囲んだ枠体の構造を構成すると共に、該
枠体の底部間を複数の補強リブによって適当な間隔で連
結して開放底をもった任意平面形状の容器状を構成して
なり、前記枠体の一部に河岸側部材との繋留構造を構成
してなる浮ブロックと、前記浮ブロックの容器状腔部に
収容した疑似海綿体またはヤシガラ繊維等の着床材から
なる着床マットと、河岸に対して固設され、前記浮ブロ
ックの繋留構造と昇降方向変位自在に連繋する浮ブロッ
ク連繋構造とから構成してなる河川浄化用護岸化粧構造
において、 前記浮ブロック連繋構造を、枠体の背板部に対して、一
箇所または複数箇所に円環状の浮ブロック繋留環を突設
し、スライドパイプを河岸に対して鉛直に立設し、該ス
ライドパイプに対して前記浮ブロック繋留環を昇降方向
摺動自在に外挿した構造にし、また前記浮ブロック連繋
構造のスライドパイプを、河岸に沿って立設した護岸矢
板に対して、河水側にパイプ下端を河床に打ち込み固定
し、上端をパイプ固定ブラケットを介して該護岸矢板に
固着した構造とすると共に、 前記着床マットを着床マット用網袋に収容して前記浮ブ
ロックの容器内腔部に収容し、該着床マット用網袋を着
床マット固定ロープによって前記浮ブロックの補強リブ
と結索した構造にしたことを特徴とする河川浄化用護岸
化粧構造
1. Molded with lightweight buoyant material such as foamed resin
Then, while the structure of the frame body surrounded by the planar shape is constituted,
A plurality of reinforcing ribs are connected at appropriate intervals between the bottoms of the frame.
To form an arbitrary flat container with an open bottom
And a mooring structure with a riverside member is configured in a part of the frame.
Floating block and the container-like cavity of the floating block
From the flooring material such as simulated spongy bodies or coconut shell fibers
And a floating mat fixed to the riverbank
Floating block connected to the anchor structure of the
Revetment makeup structure for river purification consisting of a link structure
In the above, the floating block connecting structure is
An annular floating block mooring ring is projected at one or more locations
The slide pipe is erected vertically with respect to the river bank.
Move the floating block mooring ring up and down with respect to the ride pipe
The structure is extrapolated slidably and linked to the floating block
A seawall with a structure of slide pipe standing along the riverbank
The lower end of the pipe is driven into the riverbed on the river water side and fixed to the board
And the upper end to the revetment sheet pile through the pipe fixing bracket
The landing mat is accommodated in a net bag for the landing mat and the floating
It is housed in the cavity of the lock container, and the net
Reinforcement rib of the floating block by floor mat fixed rope
Revetment for river purification characterized by a structure that is tied to the river
Makeup structure .
【請求項2】 前記浮ブロックが、平板状の背板の端か
ら端板を前方に直交成形し、該端板端部間を直線、或は
任意の曲線的平面形状をもった前板によって囲った枠体
からなり、前記前板の平面形状が凸状に彎曲した凸型浮
ブロックと、凹状に彎曲した凹型浮ブロック、及び背板
の他端部と連続する鋭角状の波切端を構成した波切浮ブ
ロックとの組み合わせになることを特徴とする請求項1
記載の河川浄化用護岸化粧構造。
2. The floating block, wherein an end plate is orthogonally formed forward from an end of a flat back plate, and a front plate having a straight line or an arbitrary curved planar shape is formed between the end plate ends. The front plate comprises a convex floating block having a convex curved surface, a concave floating block having a concave curved surface, and an acute-angled wave-cut end continuous with the other end of the back plate. 2. A combination with a wave-break floating block.
The seawall makeup structure for river purification as described.
JP6243348A 1994-09-12 1994-09-12 Seawall makeup structure for river purification Expired - Fee Related JP2711808B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6243348A JP2711808B2 (en) 1994-09-12 1994-09-12 Seawall makeup structure for river purification

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6243348A JP2711808B2 (en) 1994-09-12 1994-09-12 Seawall makeup structure for river purification

Publications (2)

Publication Number Publication Date
JPH0881936A JPH0881936A (en) 1996-03-26
JP2711808B2 true JP2711808B2 (en) 1998-02-10

Family

ID=17102499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6243348A Expired - Fee Related JP2711808B2 (en) 1994-09-12 1994-09-12 Seawall makeup structure for river purification

Country Status (1)

Country Link
JP (1) JP2711808B2 (en)

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JP2008127795A (en) * 2006-11-17 2008-06-05 Shimizu Corp Concrete revetment structure
KR101033376B1 (en) * 2011-02-24 2011-05-09 장기웅 Vegetation box for tree-planting around the rivers
CN102351315B (en) * 2011-07-08 2013-01-09 上海大学 Comprehensive control method of polluted riverway
JP5936026B2 (en) * 2011-07-12 2016-06-15 清水建設株式会社 Vegetation floating island
CN103215920B (en) * 2013-01-08 2014-12-10 天津大学 Sectored multi-step ecological buffer revetment system
CN103981834B (en) * 2014-05-28 2016-01-20 常州大学 Low discharge river water cleaning and pollution blocking apparatus
CN104126393A (en) * 2014-07-25 2014-11-05 同济大学 Method for planting aquatic plants in upright bank water
CN105133543B (en) * 2015-08-06 2017-01-25 重庆大学 Lifting wall-mounted type ecological protection belt for hardening riverway
CN105970878A (en) * 2016-05-18 2016-09-28 河海大学 Novel combined water conservancy revetment
CN108640289B (en) * 2018-07-04 2023-12-26 扬州市海诚生物技术有限公司 River pollution treatment system
CN109322281B (en) * 2018-09-19 2020-09-22 三峡大学 Dynamic and static combined ecological belt for hardened side slope of urban river and construction method thereof
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JP2506361Y2 (en) * 1990-06-13 1996-08-07 建設省土木研究所長 Revetment structure

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