JP4853709B2 - Artificial fish reef, sinking, fishway, and seawall member using waterside installation members - Google Patents

Artificial fish reef, sinking, fishway, and seawall member using waterside installation members Download PDF

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JP4853709B2
JP4853709B2 JP2006307304A JP2006307304A JP4853709B2 JP 4853709 B2 JP4853709 B2 JP 4853709B2 JP 2006307304 A JP2006307304 A JP 2006307304A JP 2006307304 A JP2006307304 A JP 2006307304A JP 4853709 B2 JP4853709 B2 JP 4853709B2
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installation member
installation
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睦 樫田
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株式会社自然環境
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    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

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Description

本発明は、単数又は複数個を組み合わせて河川や海等の水辺に設置することにより、人工魚礁、沈床、魚道、又は護岸部材として用いることができる水辺設置部材に関する。   The present invention relates to a waterside installation member that can be used as an artificial fish reef, a subsidence, a fishway, or a revetment member by installing a single or a plurality of them on a waterside such as a river or the sea.

従来より、河川や海等の水底に人工的に隆起部を形成して魚介類の生息に適した環境とすることにより、魚介類を集め、漁場の造成や拡充を図るために人工魚礁が用いられる場合がある。このような人工魚礁としては、例えば、一定の形状に形成したコンクリートブロックを用いるものや、鋼材や古タイヤなどの廃材を一定の形状に組み立てたもの等がある。   Traditionally, artificial reefs have been used to collect seafood and build and expand fishing grounds by artificially forming ridges on the bottom of rivers, oceans, etc. to create a suitable environment for fish and fishery. May be. Examples of such artificial fish reefs include those using concrete blocks formed in a certain shape, and those obtained by assembling waste materials such as steel and old tires into a certain shape.

しかしながら、上記のような従来のコンクリートブロックを用いた人工魚礁は、コンクリートの表面はアルカリ性が強く、また表面の凹凸も少ないために水草、海草、藻等が付着しにくく、貝類や小魚が集まりにくいために集魚効果が低いという問題がある。一方、廃材を用いた人工魚礁は、経年変化が激しく、また外観もあまり良くないという問題がある。更に、これらの人工魚礁は、重量も相当に重いものとなるので、運搬や設置が容易でなく、また一旦設置した後は移動が困難であるという問題もある。   However, artificial reefs using conventional concrete blocks such as those described above have a strong alkaline surface and little surface irregularities, making it difficult for aquatic plants, seaweeds and algae to adhere to them, and shellfish and small fish gather. There is a problem that the fish collection effect is low due to difficulty. On the other hand, artificial fish reefs using waste materials have problems that their aging changes are severe and their appearance is not so good. Furthermore, since these artificial reefs are considerably heavy in weight, they are not easy to transport and install, and are difficult to move once installed.

また、水の流れにより河底の土砂が洗い流されることを防止するため、木材を格子状に枠組みし、その中に石を詰めた木工沈床を河底に沈設する場合があった。しかしながら、このような木工沈床は、木材が腐食し易いために定期的に交換作業を行う必要があり、手間がかかるという問題がある。   In addition, in order to prevent the sediment of the riverbed from being washed away by the flow of water, there was a case where a woodwork subsidence, in which timber was framed in a lattice shape and filled with stones, was submerged in the riverbed. However, such woodwork sinking has a problem in that it is necessary to perform replacement work periodically because the wood is easily corroded, which is troublesome.

また、河川を横断して堰や堤等の構造物を設けた結果、上下流方向に魚が自力で遡上又は降下することができないような水位差が生じる場合には、その堰や堤等に隣接して傾斜の緩い水路等を設けて魚道とし、魚が自力で遡上又は降下できるようにする場合がある。しかしながら、このような水路を設ける工事は長期間を要し、費用も高くなるという問題がある。   In addition, if a water level difference occurs that prevents the fish from going up or down by itself, as a result of providing structures such as weirs and embankments across the river, weirs, embankments, etc. There is a case where a waterway with a gentle slope is provided adjacent to the river to make it a fishway so that the fish can go up and down by themselves. However, there is a problem that the construction for providing such a water channel requires a long time and is expensive.

また、河川や海等の岸周辺には、水の流れや波等により岸が浸食されることを防止するため、護岸を設ける場合がある。このような護岸は、岸周辺にコンクリートを打設したり、石を積み上げたりして構成される。しかしながら、コンクリートを打設する方法では、工事は簡易に行なうことができるが、岸は凹凸のない魚介類等の生育に適さない環境となる問題がある。一方、石を積み上げる方法では、工事の手間が非常に多くなり、工事に長期間を要し、費用も高くなるという問題がある。   In addition, there are cases where a bank is provided around the shore such as a river or the sea in order to prevent the shore from being eroded by water flow or waves. Such a revetment is constructed by placing concrete around the shore or stacking stones. However, in the method of placing concrete, although the construction can be easily performed, there is a problem that the shore becomes an environment that is not suitable for the growth of seafood without unevenness. On the other hand, there is a problem that the method of stacking stones requires a lot of labor for construction, requires a long time for construction, and increases costs.

このような問題を解決すべく、本出願人は、人工魚礁、沈床、魚道、又は護岸部材として使用可能な水辺設置部材(水底沈設部材)70を従来提唱している(特許文献1参照)。図17は、この水辺設置部材70の構成を示す概略断面図である。水辺設置部材70は、貫通孔71を形成した複数の自然石72と、これら自然石72の貫通孔71に挿通されて各自然石72を連結する連結部材73と、この連結部材73の両端に結合された鉤状部材74とを備えるものである。ここで、連結部材73としては、自然石72の重量や自然石72との摩擦等によって切断することがないよう、金属製のワイヤーや鉄筋等を使用していた。   In order to solve such a problem, the present applicant has conventionally proposed a waterside installation member (water bottom installation member) 70 that can be used as an artificial fish reef, a subsidence, a fishway, or a seawall member (see Patent Document 1). FIG. 17 is a schematic cross-sectional view showing the configuration of the waterside installation member 70. The waterside installation member 70 includes a plurality of natural stones 72 having through holes 71, connection members 73 that are inserted through the through holes 71 of the natural stones 72 to connect the natural stones 72, and both ends of the connection members 73. It is provided with a joined hook-like member 74. Here, as the connecting member 73, a metal wire, a reinforcing bar, or the like is used so as not to be cut due to the weight of the natural stone 72, friction with the natural stone 72, or the like.

そして、この水辺設置部材70を、その両端の鉤状部材74同士を係止させることにより、又は鉤状部材74を連結部材73に係止させることにより複数個結合し、これを水底に配置して人工魚礁、沈床、魚道、又は護岸部材としていた。この水辺設置部材70からなる人工魚礁は、藻等が付着しやすいため集魚効果が高く、経年変化も少なく、なおかつ運搬や設置等が容易である。また水辺設置部材70からなる沈床は、長期間交換することなく使用することができる。更に、水辺設置部材70からなる魚道や護岸は、短期間の工事で安価に設けることができる。   Then, a plurality of the waterside installation members 70 are coupled by locking the hook-shaped members 74 at both ends or by locking the hook-shaped members 74 to the connecting member 73, and these are arranged on the bottom of the water. As an artificial reef, sinking, fishway, or seawall. The artificial fish reef composed of the waterside installation member 70 has a high fish collection effect because it easily attaches algae and the like, has little secular change, and is easy to transport and install. Moreover, the subsidence which consists of the waterside installation member 70 can be used without replacing | exchanging for a long period of time. Furthermore, the fishway and revetment composed of the waterside installation member 70 can be provided at low cost by a short-term construction.

特開2002−330662号公報JP 2002-330661 A

しかし、従来の水辺設置部材70を用いた人工魚礁、沈床、魚道、又は護岸部材では、水辺設置部材70を構成する連結部材73が金属製のワイヤーや鉄筋等であるため、水辺設置部材70全体を所望の角度、例えば略直角や略U字型に折り曲げにくく、複数の水辺設置部材70を結合する際に作業性が悪いという問題がある。また、前述のように水辺設置部材70の結合は、その鉤状部材74同士を係止させることにより、又は鉤状部材74を連結部材73に係止させることにより行うので、連結部材73を折り曲げて水辺設置部材70を結合した場合、連結部材73が元の形状に戻ろうとする力が作用し、この力によって鉤状部材74の係止が外れる場合がある。   However, in the conventional artificial reef, sinking, fishway, or revetment member using the waterside installation member 70, the connecting member 73 constituting the waterside installation member 70 is a metal wire, a reinforcing bar, or the like. Is difficult to bend into a desired angle, for example, a substantially right angle or a substantially U shape, and there is a problem that workability is poor when a plurality of waterside installation members 70 are coupled. Further, as described above, the waterside installation member 70 is joined by locking the hook-shaped members 74 or by locking the hook-shaped member 74 to the connecting member 73, so that the connecting member 73 is bent. When the waterside installation member 70 is coupled, a force that causes the connecting member 73 to return to the original shape is applied, and the hook-like member 74 may be unlocked by this force.

また、水辺設置部材70の水底への設置に際しては、その両端の鉤状部材74を水辺の土中に埋め込むことによって移動不能に固定するのが通常であるが、水流や波の力等を受けてこの鉤状部材74が土中から抜け出し、水辺設置部材70の設置が不安定になるという問題もあった。   Further, when the waterside installation member 70 is installed on the bottom of the water, it is usually fixed to be immovable by embedding the hook-like members 74 at both ends in the waterside soil. There is also a problem that the lever-like member 74 comes out of the soil and the installation of the waterside installation member 70 becomes unstable.

本発明は、このような問題に鑑みてなされたものであり、複数の自然石を連結部材で連結してなる水辺設置部材を、複数個結合して人工魚礁、沈床、魚道、又は護岸部材とする場合に、水辺設置部材同士の結合をより強固に且つ作業効率良く行うとともに、水流や波の力等に拘わらず、各水辺設置部材のより安定した設置を可能にする手段を提供する。   The present invention has been made in view of such a problem, and a plurality of waterside installation members formed by connecting a plurality of natural stones with a connecting member are combined to form an artificial reef, a subsidence, a fishway, or a seawall member. In this case, it is possible to provide a means that enables the waterside installation members to be more stably installed regardless of the water flow or wave force while performing the coupling between the waterside installation members more firmly and efficiently.

上記目的を達成するための請求項1記載の水辺設置部材を用いた人工魚礁は、貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材と、この水辺設置部材の鎖の両端に取り付けられ、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えたシャックルと、このシャックルの挿通孔を挿通されて水辺の地盤に打ち込まれるアンカーボルトと、を有するものである。   In order to achieve the above object, an artificial fish reef using the waterside installation member according to claim 1 is connected to a plurality of natural stones having through holes formed therein, and a plurality of natural stones inserted through the through holes of these natural stones. A waterside installation member provided with a chain, a substantially U-shaped body attached to both ends of the chain of the waterside installation member and having an insertion hole, and a connecting rod that connects the both ends across the opening of the body And an anchor bolt that is inserted through the insertion hole of the shackle and is driven into the waterside ground.

請求項記載の水辺設置部材を用いた魚道は、貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材を、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えてなるシャックルを介してはしご状に結合し、河川を横断して設けられた構造物の上から覆うようにして前記はしご状に結合された水辺設置部材を設置し、前記シャックルの挿通孔を挿通させてアンカーボルトを水辺の地盤に打ち込んだものである。 A fishway using the waterside installation member according to claim 2 is provided with a plurality of natural stones having through holes and a chain that is inserted through the through holes of these natural stones and connects the plurality of natural stones. Are connected in a ladder shape through a shackle having a substantially U-shaped main body with an insertion hole and a connecting rod that connects both ends of the main body across the opening of the main body, and is provided across the river. A waterside installation member coupled in a ladder shape is installed so as to cover the structure from above, and the anchor bolt is driven into the waterside ground through the insertion hole of the shackle.

請求項記載の水辺設置部材を用いた護岸部材は、貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材を、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えてなるシャックルを介して格子状に結合し、この格子状に結合された水辺設置部材を水面付近の地盤を覆うようにして設置するとともに、前記シャックルの挿通孔を挿通させてアンカーボルトを水辺の地盤に打ち込んだものである。 The revetment member using the waterside installation member according to claim 3 is provided with a plurality of natural stones having through holes, and a chain that is inserted through the through holes of these natural stones and connects the plurality of natural stones. The members are joined in a lattice form through a shackle comprising a substantially U-shaped main body with an insertion hole and a connecting rod that connects the both ends of the main body across the opening of the main body. The waterside installation member is installed so as to cover the ground near the water surface, and the anchor bolt is driven into the waterside ground through the insertion hole of the shackle.

本発明に係る水辺設置部材を用いた人工魚礁は、複数の自然石を連結する部材として鎖を用いたので、水辺設置部材を自在に折り曲げやすい。従って、河川や海等の水底に沿わせるようにして、人工魚礁を容易に設置することができる。また、水辺設置部材の両端を、シャックルとアンカーボルトを用いて水辺に固定したので、水辺設置部材の両端を水辺の土中に埋め込んで固定するのと比べて、より確実に水辺に固定することができる。これにより、水流や波の力に拘わらず、人工魚礁の安定した設置が可能となる。   Since the artificial reef using the waterside installation member according to the present invention uses a chain as a member for connecting a plurality of natural stones, the waterside installation member can be easily bent. Therefore, an artificial fish reef can be easily installed so as to be along the bottom of a river or the sea. Also, since both ends of the waterside installation member are fixed to the waterside using shackles and anchor bolts, the both sides of the waterside installation member are fixed to the waterside more securely than when the both ends of the waterside installation member are embedded in the waterside soil and fixed. Can do. As a result, the artificial reef can be stably installed regardless of the water flow or wave force.

また、本発明に係る水辺設置部材を用いた魚道は、複数の自然石を鎖で連結して水辺設置部材を構成したので、水辺設置部材を自在に折り曲げやすく、はしご状に結合する作業を効率良く行うことができるとともに、河川の水底に沿わせるようにして魚道を容易に設置することができる。また、結合した水辺設置部材をシャックルとアンカーボルトを用いて水辺に固定したので、水辺設置部材の両端を水辺の地盤に埋め込んで固定するのと比べて、より確実に水辺に固定することができる。これにより、水流や波の力に拘わらず、魚道の安定した設置が可能となる。   In addition, the fishway using the waterside installation member according to the present invention is configured by connecting a plurality of natural stones with a chain to configure the waterside installation member, so that the waterside installation member can be easily bent and joined efficiently in a ladder shape. It can be performed well and the fishway can be easily installed along the bottom of the river. In addition, since the combined waterside installation member is fixed to the waterside using a shackle and anchor bolts, it can be more securely fixed to the waterside compared to embedding and fixing both ends of the waterside installation member in the waterside ground. . As a result, the fishway can be stably installed regardless of the water flow or the wave force.

また、本発明に係る水辺設置部材を用いた護岸部材は、複数の自然石を鎖で連結して水辺設置部材を構成したので、水辺設置部材を自在に折り曲げやすく、格子状に結合する作業を効率良く行うことができるとともに、水面付近の地盤を覆うようにして護岸部材を容易に設置することができる。また、結合した水辺設置部材をシャックルとアンカーボルトを用いて水辺に固定したので、水辺設置部材の両端を水辺の地盤に埋め込んで固定するのと比べて、より確実に水辺に固定することができる。これにより、水流や波の力に拘わらず、護岸部材の安定した設置が可能となる。   In addition, the revetment member using the waterside installation member according to the present invention is configured by connecting a plurality of natural stones with a chain to form the waterside installation member, so that the waterside installation member can be easily bent and joined in a lattice shape. While being able to perform efficiently, a seawall member can be easily installed so that the ground near the water surface may be covered. In addition, since the combined waterside installation member is fixed to the waterside using a shackle and anchor bolts, it can be more securely fixed to the waterside compared to embedding and fixing both ends of the waterside installation member in the waterside ground. . This makes it possible to stably install the revetment member regardless of the water flow or wave force.

以下、本発明の実施例に係る水辺設置部材について図面に基づいて説明する。図1及び図2は、本発明の第1実施例に係る水辺設置部材1を示す図であり、図1は概略平面図、図2は概略断面図である。本実施例に係る水辺設置部材1は、貫通孔2を形成した複数の自然石3と、各自然石3の貫通孔2に挿通されてこれら自然石3を連結する鎖4と、を備えるものである。   Hereinafter, a waterside installation member according to an embodiment of the present invention will be described with reference to the drawings. 1 and 2 are views showing a waterside installation member 1 according to a first embodiment of the present invention. FIG. 1 is a schematic plan view, and FIG. 2 is a schematic cross-sectional view. The waterside installation member 1 according to the present embodiment includes a plurality of natural stones 3 having through holes 2 and chains 4 that are inserted through the through holes 2 of the natural stones 3 and connect the natural stones 3. It is.

自然石3には、天然の岩石を使用する。この自然石3の大きさは、小さすぎる場合には水の流れに流され易くなり、大きすぎる場合には運搬、設置及び移動等が困難になることから、直径が約10〜80cm程度のものを使用するのと好適である。ただし、自然石3の大きさは必ずしもこれに限定されるものではなく、設置場所や用途等に合わせて適当な大きさを選択して使用することが可能である。   Natural rock 3 is used as natural stone 3. The natural stone 3 has a diameter of about 10 to 80 cm, because if it is too small, it will be easily washed away by the flow of water, and if it is too large, it will be difficult to transport, install and move. It is preferable to use However, the size of the natural stone 3 is not necessarily limited to this, and it is possible to select and use an appropriate size according to the installation location, application, and the like.

自然石3の形状については特に限定されることなく、様々な形状の岩石を使用することができる。なお、本発明に係る水底沈設部材を後述する人工魚礁として用いる場合には、表面に凹凸が多い岩石の方が水草や海草等が付着し易くなり好適である。但し、本実施例に係る水辺設置部材1では、隣接する自然石3同士の接触によって自然石3には経時的に凹凸が形成されるため、表面に凹凸のない比較的滑らかな表面を有する岩石を自然石3として使用することも可能である。   The shape of the natural stone 3 is not particularly limited, and various shapes of rocks can be used. In addition, when using the bottom sedimentation member which concerns on this invention as an artificial fish reef mentioned later, the rock with many unevenness | corrugations on the surface becomes easy to attach aquatic plants, seaweeds, etc., and is suitable. However, in the waterside installation member 1 according to the present embodiment, since the natural stone 3 is uneven with time due to the contact between the adjacent natural stones 3, the rock has a relatively smooth surface with no unevenness on the surface. Can also be used as natural stone 3.

水辺設置部材1の1個あたりに使用する自然石3の数量についても特に制約はなく、鎖4の長さに応じて2個以上であれば何個でも連結することが可能である。ただし、自然石3の数量が多すぎる場合は、自然石3の大きさが大きすぎる場合と同様、運搬、設置及び移動等が困難になるので、通常は5〜20個程度とし、必要に応じて適宜複数個の水辺設置部材1を結合して使用すると好適である。   The number of natural stones 3 used per waterside installation member 1 is not particularly limited, and any number of natural stones 3 can be connected as long as the number is 2 or more according to the length of the chain 4. However, if the amount of natural stone 3 is too large, it will be difficult to carry, install, move, etc., as is the case with the size of natural stone 3 being too large. It is preferable that a plurality of waterside installation members 1 are appropriately combined and used.

自然石3には、それぞれに貫通孔2が形成される。この貫通孔2は、鎖4をその中に挿通するために設けられるものであり、その内径は鎖4を挿通可能な大きさである。自然石3における貫通孔2が形成される位置は、通常は自然石3の中心を通る位置とする。ただし、貫通孔2が形成される位置は必ずしもこれに限定されるものではなく、自然石3の端部付近に形成することも可能である。   Through holes 2 are formed in the natural stones 3 respectively. The through-hole 2 is provided for inserting the chain 4 therein, and has an inner diameter that allows the chain 4 to be inserted. The position where the through hole 2 is formed in the natural stone 3 is normally a position that passes through the center of the natural stone 3. However, the position where the through-hole 2 is formed is not necessarily limited to this, and can be formed near the end of the natural stone 3.

鎖4は、自然石3の貫通孔2に挿通されて複数の自然石3を連結するものである。このような鎖4としては、自然石3の重量や自然石3との摩擦等によって破壊されることがない材質のものを使用し、特に、耐腐食性及び耐衝撃性等を考慮してステンレス製の鎖4を使用すると好適である。この鎖4の長さは、使用するすべての自然石3を連結可能であれば任意に設定可能であるが、若干長めにした方が、自然石3同士の間隔を任意に広げることができ、また、各自然石の3間で鎖4が露呈することにより自在に折り曲げやすくなるので好適である。尚、鎖4に代えて、金属製の棒状部材やワイヤーや網等で自然石3を連結することも可能であるが、鎖4の方が棒状部材やワイヤー等と比べて自在に折り曲げやすく、複数の水辺設置部材1を結合する作業や、結合した水辺設置部材1を水辺に設置する作業を行いやすい、という利点がある。   The chain 4 is inserted through the through hole 2 of the natural stone 3 to connect the plurality of natural stones 3. The chain 4 is made of a material that is not broken by the weight of the natural stone 3 or friction with the natural stone 3, and in particular, stainless steel in consideration of corrosion resistance, impact resistance, and the like. It is preferred to use the chains 4 made of. The length of the chain 4 can be arbitrarily set as long as all the natural stones 3 to be used can be connected, but if the length is slightly longer, the interval between the natural stones 3 can be arbitrarily increased. Further, it is preferable because the chains 4 are exposed between the three natural stones 3 and thus can be easily bent. In addition, it is possible to connect the natural stone 3 with a metal rod-shaped member, a wire, a net, or the like instead of the chain 4, but the chain 4 is easier to bend than a rod-shaped member, a wire, etc. There exists an advantage that the operation | work which couple | bonds the some waterside installation member 1 and the operation | work which installs the combined waterside installation member 1 in a waterside are easy to perform.

次に、本発明の第2実施例に係る水辺設置部材について説明する。図3及び図4は第2実施例に係る水辺設置部材5を示す図であり、図3は概略平面図、図4は概略断面図である。本実施例に係る水辺設置部材5は、貫通孔6を形成した複数の自然石7と、各自然石7の間に配置された管状部材8と、各自然石7の貫通孔6及び管状部材8に挿通されてこれらを連結する鎖9と、を備えるものである。   Next, a waterside installation member according to a second embodiment of the present invention will be described. 3 and 4 are views showing the waterside installation member 5 according to the second embodiment, FIG. 3 is a schematic plan view, and FIG. 4 is a schematic sectional view. The waterside installation member 5 according to the present embodiment includes a plurality of natural stones 7 having through holes 6, tubular members 8 disposed between the natural stones 7, through holes 6 and tubular members of the natural stones 7. And a chain 9 that is inserted through 8 and connects them.

本実施例に係る水辺設置部材5は、第1実施例に係る水辺設置部材1と比較して、各自然石7の間に管状部材8が配置されている点が異なる。この管状部材8は、各自然石7同士の間隔を一定に保つために各自然石7の間に配置される部材であり、自然石7を連結する鎖9を挿通可能な内径を有する管状の部材を使用する。管状部材8の長さについては特に制限はないが、通常は自然石7の直径の半分から2倍程度の長さとする。管状部材8の材質は、耐腐食性を考慮して例えばステンレスや合成樹脂等を使用すると好適である。このような管状部材8は、水辺設置部材5を人工魚礁として用いる場合に、表面が平滑であるために水草や海草は付着しにくいが、藻は付着し易い。従って、水辺設置部材5を人工魚礁として用いる場合に、水草や海草が付着し易い自然石7と交互にこの管状部材8を配置すれば、水辺設置部材5には水草や海草や藻がバランス良く付着し、様々な魚介類を集めることができるので特に好適である。尚、本実施例に係る水辺設置部材5を構成する自然石7及び鎖9は、第1実施例に係る水辺設置部材1を構成する自然石3及び鎖9と同じであるため、ここでは説明を省略する。   The waterside installation member 5 according to the present embodiment is different from the waterside installation member 1 according to the first embodiment in that a tubular member 8 is disposed between the natural stones 7. The tubular member 8 is a member disposed between the natural stones 7 in order to keep the interval between the natural stones 7 constant, and is a tubular member having an inner diameter through which a chain 9 connecting the natural stones 7 can be inserted. Use members. Although there is no restriction | limiting in particular about the length of the tubular member 8, Usually, it is set as the length of about half to twice the diameter of the natural stone 7. FIG. For example, stainless steel or synthetic resin is preferably used as the material of the tubular member 8 in consideration of corrosion resistance. When the waterside installation member 5 is used as an artificial fish reef, such a tubular member 8 has a smooth surface, so that aquatic plants and seaweeds hardly adhere to it, but algae easily attach. Therefore, when the waterside installation member 5 is used as an artificial fish reef, if this tubular member 8 is arranged alternately with natural stones 7 to which aquatic plants and seaweeds easily adhere, the waterside installation member 5 is well balanced with aquatic plants, seaweeds and algae. It is particularly suitable because it can adhere and collect various seafood. In addition, since the natural stone 7 and the chain | strand 9 which comprise the waterside installation member 5 which concern on a present Example are the same as the natural stone 3 and the chain | strand 9 which comprise the waterside installation member 1 which concerns on a 1st Example, it demonstrates here. Is omitted.

次に、本発明の第3実施例に係る水辺設置部材について説明する。図5及び図6は第3実施例に係る水辺設置部材10を示す図であり、図5は概略平面図、図6は概略断面図である。本実施例に係る水辺設置部材10は、貫通孔11を形成した単一の自然石12と、この自然石12の貫通孔11に挿通された鎖13と、を備えるものである。この水辺設置部材10は、第1実施例に係る水辺設置部材1と比較して、自然石12の数量が1個である点、及び鎖13の長さが自然石12の数量に応じて短い点で異なるが、それ以外の構成は水辺設置部材1と同じであるため、ここでは説明を省略する。   Next, a waterside installation member according to a third embodiment of the present invention will be described. 5 and 6 are views showing the waterside installation member 10 according to the third embodiment, FIG. 5 is a schematic plan view, and FIG. 6 is a schematic cross-sectional view. The waterside installation member 10 according to the present embodiment includes a single natural stone 12 having a through hole 11 and a chain 13 inserted through the through hole 11 of the natural stone 12. Compared with the waterside installation member 1 according to the first embodiment, the waterside installation member 10 has a point that the number of natural stones 12 is one, and the length of the chain 13 is shorter according to the number of natural stones 12. Although it differs in a point, since the structure other than that is the same as the waterside installation member 1, description is abbreviate | omitted here.

次に、本発明に係る水辺設置部材を用いた人工魚礁について説明する。この人工魚礁は、前記第1乃至第3実施例に係る水辺設置部材1,5,10のうちの1種以上を、単独で又は複数個結合して水底に沈設したものである。以下、このような人工魚礁の具体例について説明する。   Next, the artificial fish reef using the waterside installation member according to the present invention will be described. This artificial fish reef is formed by submerging one or more of the waterside installation members 1, 5 and 10 according to the first to third embodiments, either alone or in combination, to the bottom of the water. Hereinafter, a specific example of such an artificial reef will be described.

図7及び図8は、第1実施例に係る人工魚礁14を示す図であり、図7は概略平面図、図8は図7におけるA−A方向矢視図である。本実施例に係る人工魚礁14は、主に比較的浅い河川において使用されるものであって、図7に示すように、河川15の水の流れ方向に向かって所定間隔毎に、その長手方向を水の流れ方向に直交させるようにして設けられる。このように人工魚礁14を設けることにより、水の流れ方向に階段状の落差を形成することができる。これにより、水中の酸素の量が増加し、苔や藻が増加して魚や小動物の生息に適した環境とすることができる。   7 and 8 are views showing the artificial fish reef 14 according to the first embodiment, FIG. 7 is a schematic plan view, and FIG. 8 is a view taken in the direction of arrows AA in FIG. The artificial fish reef 14 according to the present embodiment is mainly used in a relatively shallow river, and as shown in FIG. Is provided so as to be orthogonal to the direction of water flow. By providing the artificial reef 14 in this way, a stepped head can be formed in the direction of water flow. Thereby, the quantity of oxygen in water increases, moss and algae increase, and it can be set as the environment suitable for the habitat of fish and small animals.

各人工魚礁14は、図8に示すように、河川15の水底に沈設された前記第1実施例に係る水辺設置部材1と、この水辺設置部材1の両端部にそれぞれ取り付けられた一対のシャックル16と、各シャックル16を挿通されて河川15の地盤17に打ち込まれる一対のアンカーボルト18と、を備えてなるものである。ここで、図9は、シャックル16の構成を示す概略斜視図である。シャックル16は、略U字形状の本体19と、この本体19の開口部20を横切ってその両端部を連結する連結ボルト(連結棒)21とを具備している。本体19には、その両端部に、連結ボルト21を挿通させるためのボルト挿通孔22と、連結ボルト21の先端の雄ねじ部23を螺合させるためのネジ孔24とがそれぞれ形成されるとともに、鉛直方向に向かって本体19を貫通するようにして上下一対の挿通孔25がそれぞれ形成されている。一方、アンカーボルト18は、図8に示すように、長尺な金属棒の一端26が先鋭に形成されるとともに、他端27がフック状に形成されたものであり、その太さは、シャックル16の挿通孔25に挿通可能な程度である。尚、本体19の形状は略U字形状に限られず任意の形状とすることができる。また、連結棒を本体19に固定する手段としては、本実施例のように連結棒たる連結ボルト21を本体19に螺合する構成以外に、例えば本体19に挿通させた状態の連結棒に図示しないピン等を差し込むことにより、本体19から脱落不能に固定することも可能である。   As shown in FIG. 8, each artificial fish reef 14 includes a waterside installation member 1 according to the first embodiment that is sunk in the bottom of a river 15, and a pair of shackles attached to both ends of the waterside installation member 1. 16 and a pair of anchor bolts 18 inserted through the shackles 16 and driven into the ground 17 of the river 15. Here, FIG. 9 is a schematic perspective view showing the configuration of the shackle 16. The shackle 16 includes a substantially U-shaped main body 19 and connecting bolts (connecting rods) 21 that connect both ends of the main body 19 across the opening 20. The main body 19 is formed with bolt insertion holes 22 for inserting the connection bolts 21 and screw holes 24 for screwing the male screw portions 23 at the distal ends of the connection bolts 21 at both ends thereof. A pair of upper and lower insertion holes 25 are formed so as to penetrate the main body 19 in the vertical direction. On the other hand, as shown in FIG. 8, the anchor bolt 18 has one end 26 of a long metal rod formed sharply and the other end 27 formed in a hook shape, and its thickness is a shackle. It is a grade which can be inserted through 16 insertion holes 25. The shape of the main body 19 is not limited to a substantially U shape, and can be any shape. Further, as a means for fixing the connecting rod to the main body 19, for example, a connecting rod in a state of being inserted through the main body 19 is illustrated in addition to the configuration in which the connecting bolt 21 as a connecting rod is screwed into the main body 19 as in the present embodiment. It is also possible to fix the main body 19 so that it cannot be removed by inserting a pin or the like that is not used.

このように構成される人工魚礁14の設置に際しては、まず、水辺設置部材1の両端に、シャックル16をそれぞれ取り付ける。より詳細には、図8及び図9に示すように、水辺設置部材1を構成するリング状の鎖4に対し、連結ボルト21を取り外した状態の本体19を挿通させた後、連結ボルト21を本体19のボルト挿通孔22を通してネジ孔24に螺合させる。これにより、鎖4の一端に、シャックル16が脱落不能に取り付けられる。次に、両端にシャックル16を取り付けた水辺設置部材1を、河川15の水底に沿わせるようにして配置する。この時、前述のように水辺設置部材を構成する鎖4は自在に折り曲げやすいので、水底の形状が複雑であっても容易に鎖4を配置することができる。次に、アンカーボルト18を用いて水辺設置部材1の両端を河川15の地盤17にそれぞれ固定する。より詳細には、図8及び図9に示すように、シャックル16に形成された上下一対の挿通孔25に対し、アンカーボルト18をその先鋭な一端26から挿通させた後、水面28付近の地盤17に打ち込む。ここで、前述のようにアンカーボルト18の他端27はフック状に形成されているため、この他端27からシャックル16が脱落することはない。これにより、水流や波の力等に拘わらず、人工魚礁14の安定した設置が可能となる。   When installing the artificial reef 14 configured as described above, first, the shackles 16 are respectively attached to both ends of the waterside installation member 1. More specifically, as shown in FIGS. 8 and 9, after inserting the main body 19 with the connection bolt 21 removed into the ring-shaped chain 4 constituting the waterside installation member 1, the connection bolt 21 is The main body 19 is screwed into the screw hole 24 through the bolt insertion hole 22. As a result, the shackle 16 is attached to one end of the chain 4 so as not to fall off. Next, the waterside installation member 1 with the shackles 16 attached to both ends is arranged along the bottom of the river 15. At this time, as described above, the chain 4 constituting the waterside installation member can be easily bent, so that the chain 4 can be easily arranged even if the shape of the water bottom is complicated. Next, both ends of the waterside installation member 1 are fixed to the ground 17 of the river 15 using the anchor bolts 18. More specifically, as shown in FIGS. 8 and 9, the anchor bolt 18 is inserted from a sharp end 26 into a pair of upper and lower insertion holes 25 formed in the shackle 16, and then the ground near the water surface 28. Type in 17. Here, since the other end 27 of the anchor bolt 18 is formed in a hook shape as described above, the shackle 16 does not fall off from the other end 27. As a result, the artificial reef 14 can be stably installed regardless of the water flow or the wave force.

尚、河川15の流れ方向に向かって人工魚礁14を設ける間隔や数量等は、本実施例に限られず、水の流れの速さや河川15の幅等に合わせて適宜変更することが可能である。また、本実施例では人工魚礁14を河川15に設置する場合を例に説明したが、海や湖等の浅瀬に設置することももちろん可能である。   In addition, the space | interval, quantity, etc. which provide the artificial reef 14 toward the flow direction of the river 15 are not restricted to a present Example, It is possible to change suitably according to the speed of the flow of water, the width | variety of the river 15, etc. . In this embodiment, the case where the artificial fish reef 14 is installed in the river 15 has been described as an example. However, it is of course possible to install the artificial fish reef 14 in shallow water such as the sea or a lake.

図10は、第2実施例に係る人工魚礁29を示す概略平面図である。本実施例に係る人工魚礁29は、主に河川15の水底に沈設されるものであって、2個の前記第1実施例に係る水辺設置部材1a,1bが、2個のシャックル16a,16bを介して環状に結合されたものである。より詳細には、図9及び図10に示すように、一方のシャックル16aを構成する本体19と連結ボルト21のうち、本体19が、一方の水辺設置部材1aを構成するリング状の鎖4に挿通される一方、連結ボルト21が、他方の水辺設置部材1bを構成する鎖4に挿通される。同様に、他方のシャックル16bを構成する本体19と連結ボルト21のうち、本体19が、他方の水辺設置部材1bを構成する鎖4に挿通される一方、連結ボルト21が、一方の水辺設置部材1aを構成する鎖4に挿通される。この時、前述のように水辺設置部材1a,1bを構成する鎖4は自在に折り曲げやすいので、図10に示すように鎖4を半円状に湾曲させることにより、人工魚礁29全体として容易に環状を形成することができる。このように、シャックル16を介して複数の水辺設置部材1を結合したことにより、水流や波の力等を受けて水辺設置部材1の結合が解けることがなく、人工魚礁29の安定した設置が可能となる。   FIG. 10 is a schematic plan view showing the artificial fish reef 29 according to the second embodiment. The artificial fish reef 29 according to the present embodiment is mainly set on the bottom of the river 15, and the two waterside installation members 1 a and 1 b according to the first embodiment include two shackles 16 a and 16 b. It is connected in a ring shape via. More specifically, as shown in FIGS. 9 and 10, the main body 19 of the main body 19 and the connecting bolt 21 constituting one shackle 16a is connected to the ring-shaped chain 4 constituting one waterside installation member 1a. On the other hand, the connecting bolt 21 is inserted through the chain 4 constituting the other waterside installation member 1b. Similarly, of the main body 19 and the connecting bolt 21 constituting the other shackle 16b, the main body 19 is inserted into the chain 4 constituting the other waterside installing member 1b, while the connecting bolt 21 is one waterside installing member. It is inserted through the chain 4 constituting 1a. At this time, as described above, the chain 4 constituting the waterside installation members 1a and 1b can be easily bent, so that the artificial fish reef 29 as a whole can be easily bent by bending the chain 4 in a semicircular shape as shown in FIG. An annulus can be formed. As described above, since the plurality of waterside installation members 1 are coupled via the shackle 16, the waterside installation member 1 is not uncoupled due to the flow of water or waves, and the artificial reef 29 can be stably installed. It becomes possible.

尚、本実施例では2個の水辺設置部材1a,1bで人工魚礁29を構成したが、水辺設置部材1の数量は本実施例に限定されず、河川の大きさ等に合わせて任意の数の水辺設置部材1で人工魚礁29を構成することが可能である。例えば、1個の水辺設置部材1を円弧状に湾曲させて、その両端部を1個のシャックル16にそれぞれ取り付けることで環状に結合することも可能であるし、多数個の水辺設置部材1を多数個のシャックル16を介して環状に結合することも可能である。また、水辺設置部材1を配置する形状は環状に限定されるものではなく、図に詳細は示さないが、例えば四角形、コ字形、十字形、格子形等様々な形状に配置することが可能である。   In this embodiment, the artificial fish reef 29 is composed of two waterside installation members 1a and 1b. However, the number of the waterside installation members 1 is not limited to this embodiment, and any number according to the size of the river and the like. It is possible to constitute the artificial fish reef 29 with the waterside installation member 1. For example, it is possible to form a single waterside installation member 1 in a circular arc shape, and attach both ends thereof to a single shackle 16 so as to form a circular connection. A plurality of shackles 16 can be connected in a ring shape. The shape of the waterside installation member 1 is not limited to an annular shape, and details are not shown in the figure, but it can be arranged in various shapes such as a square, a U-shape, a cross, and a lattice. is there.

図11は、第3実施例に係る人工魚礁30を示す概略斜視図である。本実施例に係る人工魚礁は、主に海底に沈設されるものであって、前記第1実施例に係る水辺設置部材1を1個又は複数個結合して、その鎖4の両端にシャックル16をそれぞれ取り付けたものを、コンクリート製の既存の人工魚礁31の周囲に所望の数だけ配置したものである。コンクリート製の既存の人工魚礁31は、アルカリ性が強くまた表面の凹凸も少ないために藻や海草等が付着しにくく、貝類や小魚が集まりにくいが、このように周囲に水辺設置部材1を配置することにより、水辺設置部材1を構成する自然石3に藻や海草が豊富に付着し、貝類や小魚の生息に適した環境とすることができ、大型の魚も集まって来やすくなるので、人工魚礁31の集魚効果を高めることができる。尚、既存の人工魚礁31の形状は図11に示す立方体形状に限られず、その材質はコンクリート製に限られないのはもちろんのことである。また、前述のように水辺設置部材1を構成する鎖4は自在に折り曲げやすいので、既存の人工魚礁31の形状に拘わらず、その周囲に水辺設置部材1を容易に配置することができる。更に、鎖4の両端にシャックル16をそれぞれ取り付けたことにより、自然石3が鎖4から抜け落ちることを防止することができる。また、この水辺設置部材1を輸送する際に、クレーンの先端等に設けられたフックをシャックル16に通すことによって、水辺設置部材1をクレーンの先端に脱落不能に取り付けることができるので、大量の水辺設置部材1を同時に輸送することができるという利点もある。   FIG. 11 is a schematic perspective view showing the artificial reef 30 according to the third embodiment. The artificial fish reef according to the present embodiment is mainly sunk on the sea floor, and one or a plurality of the waterside installation members 1 according to the first embodiment are joined, and shackles 16 are attached to both ends of the chain 4. Are attached in a desired number around the existing artificial fish reef 31 made of concrete. The existing artificial fish reef 31 made of concrete has strong alkalinity and little surface irregularities, so that algae, seaweeds, etc. are hard to adhere, and shellfish and small fish are hard to gather. By doing so, abundant algae and seaweeds adhere to the natural stone 3 that constitutes the waterside installation member 1, and it can be made an environment suitable for the habitat of shellfish and small fish, and large fish can easily gather, The fish collection effect of the artificial reef 31 can be enhanced. Of course, the shape of the existing artificial reef 31 is not limited to the cubic shape shown in FIG. 11, and the material thereof is not limited to concrete. Moreover, since the chain | strand 4 which comprises the waterside installation member 1 is easy to bend freely as mentioned above, regardless of the shape of the existing artificial fish reef 31, the waterside installation member 1 can be easily arrange | positioned around it. Furthermore, by attaching the shackles 16 to both ends of the chain 4, it is possible to prevent the natural stone 3 from falling off the chain 4. Further, when transporting the waterside installation member 1, the waterside installation member 1 can be attached to the tip of the crane so as not to fall off by passing a hook provided at the tip of the crane through the shackle 16. There is also an advantage that the waterside installation member 1 can be transported simultaneously.

図12は、第4実施例に係る人工魚礁32を示す概略斜視図である。本実施例に係る人工魚礁32は、主に海において使用されるものであって、複数個の前記第1実施例に係る水辺設置部材1を格子状に結合したものを、水底に既設の複数の人工魚礁33の上を覆うように配置したものである。ここで、格子状に結合した各水辺設置部材1の間には、大型の魚等が通り抜けられる程度の隙間を確保すると好適である。このような人工魚礁32によれば、前述の第3実施例に係る人工魚礁30と比較して、より大型の人工魚礁を容易に構成することが可能となる。尚、各水辺設置部材1の結合の態様は格子状に限られず、任意の態様に結合したものを同様に配置して人工魚礁32を構成することが可能である。また、本実施例では、既設の人工魚礁33として四脚の異形ブロックにより構成されたものを例に説明しているが、これに限定されず、従来より既存の様々な人工魚礁を用いることができるのはもちろんのことである。また、前述のように水辺設置部材1を構成する鎖4は自在に折り曲げやすいので、既存の人工魚礁33の形状に拘わらず、その上に水辺設置部材1を容易に配置することができる。   FIG. 12 is a schematic perspective view showing the artificial reef 32 according to the fourth embodiment. The artificial fish reef 32 according to the present embodiment is mainly used in the sea, and a plurality of the waterside installation members 1 according to the first embodiment coupled in a lattice shape are replaced with a plurality of existing water bottom installation members. The artificial fish reef 33 is arranged so as to cover the top. Here, it is preferable to secure a clearance enough to allow large fish or the like to pass between the waterside installation members 1 coupled in a lattice shape. According to such an artificial fish reef 32, it is possible to easily configure a larger artificial fish reef as compared with the artificial fish reef 30 according to the third embodiment described above. In addition, the coupling | bonding aspect of each waterside installation member 1 is not restricted to a grid | lattice form, It is possible to comprise the artificial reef 32 by arrange | positioning similarly what was couple | bonded with arbitrary aspects. In this embodiment, the existing artificial fish reef 33 is described as an example of a quadruped shaped block. However, the present invention is not limited to this, and various existing artificial fish reefs may be used. Of course you can. Moreover, since the chain | strand 4 which comprises the waterside installation member 1 as mentioned above is easy to bend freely, regardless of the shape of the existing artificial fish reef 33, the waterside installation member 1 can be arrange | positioned easily on it.

以上、第1実施例から第4実施例に係る人工魚礁14,29,30,32では、説明の便宜上、第1実施例に係る水辺設置部材1のみで人工魚礁14,29,30,32を構成したが、これに限られず、第2実施例に係る水辺設置部材5や第3実施例に係る水辺設置部材10のみで人工魚礁を構成したり、或いは各実施例に係る水辺設置部材1,5,10を混在させて人工魚礁14,29,30,32を構成することも可能である。   As described above, in the artificial fish reefs 14, 29, 30, and 32 according to the first to fourth embodiments, for convenience of explanation, the artificial fish reefs 14, 29, 30, and 32 are formed only by the waterside installation member 1 according to the first embodiment. Although comprised, it is not restricted to this, An artificial fish reef is comprised only with the waterside installation member 5 which concerns on 2nd Example, or the waterside installation member 10 which concerns on 3rd Example, or the waterside installation member 1 which concerns on each Example It is also possible to configure artificial fish reefs 14, 29, 30 and 32 by mixing 5 and 10.

次に、本発明に係る水辺設置部材1を用いた沈床について説明する。この沈床は、主に河川の水底の洗掘を防止するためのものであって、前記第1乃至第3実施例に係る水辺設置部材1,5,10のうちの1種以上を、複数個格子状に結合して水底に沈設するとともに、形成された格子枠の中に石材を配置したものである。   Next, sinking using the waterside installation member 1 according to the present invention will be described. This sinking is mainly for preventing scouring of the bottom of the river, and a plurality of one or more of the waterside installation members 1, 5 and 10 according to the first to third embodiments are used. They are combined in a lattice shape and set on the bottom of the water, and stones are arranged in the formed lattice frame.

図13は、本実施例に係る沈床34を示す概略斜視図である。沈床34は、格子状に配置された複数の前記第1実施例に係る水辺設置部材1と、各水辺設置部材1を互いに結合する複数のシャックル35と、各水辺設置部材1によって形成された格子枠36の中に配設された石材37と、を備えてなるものである。ここで、水辺設置部材1は、縦方向に配置された長尺な縦方向水辺設置部材38と、横方向に配置された短尺な横方向水辺設置部材39とから構成される。また、シャックル35は、図9に示す前記シャックル16と同じ構成であって、縦方向水辺設置部材38の長手方向に沿って所定間隔毎に配設されている。この複数のシャックル35のうち、縦方向水辺設置部材38の長手方向中間部に配設されたシャックル35は、その本体19に形成された図9に示す一対の挿通孔25に対し、縦方向水辺設置部材38を構成する鎖4がそれぞれ挿通されるとともに、その連結ボルト21が、横方向水辺設置部材39を構成するリング状の鎖4に挿通されることにより、縦方向水辺設置部材38と横方向水辺設置部材39を結合している。また、縦方向水辺設置部材38の長手方向両端部にそれぞれ配設されたシャックル35は、その連結ボルト21が、縦方向水辺設置部材38を構成するリング状の鎖4に挿通されるとともに、その本体19が、横方向水辺設置部材39を構成する鎖4に挿通されることにより、縦方向水辺設置部材38と横方向水辺設置部材39を結合している。このように、縦方向水辺設置部材38と横方向水辺設置部材39の結合にシャックル35を用いたことにより、水流や波の力等を受けても両者の結合が解けることがなく、沈床34の安定した設置が可能となる。   FIG. 13 is a schematic perspective view showing the sinking 34 according to the present embodiment. The subsidence 34 includes a plurality of waterside installation members 1 according to the first embodiment arranged in a grid, a plurality of shackles 35 that couple the waterside installation members 1 to each other, and a grid formed by each waterside installation member 1. And a stone member 37 disposed in the frame 36. Here, the waterside installation member 1 is composed of a long vertical waterside installation member 38 arranged in the vertical direction and a short horizontal waterside installation member 39 arranged in the horizontal direction. Further, the shackle 35 has the same configuration as the shackle 16 shown in FIG. 9, and is disposed at predetermined intervals along the longitudinal direction of the longitudinal waterside installation member 38. Of the plurality of shackles 35, the shackle 35 disposed in the longitudinal intermediate portion of the longitudinal waterside installation member 38 is in the longitudinal waterside relative to the pair of insertion holes 25 shown in FIG. 9 formed in the main body 19. Each of the chains 4 constituting the installation member 38 is inserted, and the connecting bolt 21 is inserted into the ring-shaped chain 4 constituting the lateral waterside installation member 39, so that the horizontal waterside installation member 38 and the lateral waterside installation member 38 are laterally inserted. The direction waterside installation member 39 is coupled. Further, the shackles 35 respectively disposed at both longitudinal ends of the longitudinal waterside installation member 38 have the connecting bolts 21 inserted through the ring-shaped chains 4 constituting the longitudinal waterside installation member 38, and The main body 19 is inserted through the chain 4 constituting the lateral waterside installation member 39, thereby connecting the vertical waterside installation member 38 and the lateral waterside installation member 39. In this way, by using the shackle 35 for coupling the longitudinal waterside installation member 38 and the lateral waterside installation member 39, the coupling between the two is not released even when subjected to water flow or wave force, etc. Stable installation is possible.

尚、縦方向水辺設置部材38の長手方向両端部に配設されるシャックル16については、その本体19を、縦方向水辺設置部材38を構成する鎖4に挿通させるとともに、その連結ボルト21を、横方向水辺設置部材39を構成する鎖4に挿通させることも可能である。また、縦方向水辺設置部材38の長手方向中間部に配設されたシャックル16に代えて、針金等を用いて締結することによって横方向水辺設置部材39を縦方向水辺設置部材38に結合させることも可能である。   As for the shackle 16 disposed at both longitudinal ends of the longitudinal waterside installation member 38, the main body 19 is inserted into the chain 4 constituting the longitudinal waterside installation member 38, and the connecting bolt 21 is connected. It is also possible to pass through the chain 4 constituting the lateral waterside installation member 39. Further, instead of the shackle 16 disposed in the longitudinal intermediate portion of the longitudinal waterside installation member 38, the lateral waterside installation member 39 is coupled to the longitudinal waterside installation member 38 by fastening using a wire or the like. Is also possible.

前記石材37は、格子状に結合された水辺設置部材1と相俟って、水底の洗掘防止効果を高めるためのものである。石材37の材質や大きさは特に限定されないが、本実施例では割栗石や玉石等の自然石を用いている。これにより、石材37にぶつかった水が回転して水中に酸素が入りやすく、水質の浄化につながるという利点がある。更に、玉石のように角の取れて丸くなったものを用いれば、藻が付きやすく、集魚効果も期待できるという利点がある。尚、本実施例では、前記第1実施例に係る水辺設置部材1のみで沈床34を構成したが、これに限られず、第2実施例に係る水辺設置部材5や第3実施例に係る水辺設置部材10のみで沈床34を構成したり、或いは各実施例に係る水辺設置部材1,5,10を混在させて沈床34を構成することも可能である。   The stone material 37 is used in combination with the waterside installation member 1 coupled in a lattice shape to enhance the bottom scouring prevention effect. The material and size of the stone material 37 are not particularly limited, but natural stones such as split stones and cobblestones are used in this embodiment. Accordingly, there is an advantage that the water hitting the stone material 37 rotates and oxygen easily enters the water, leading to purification of water quality. Furthermore, using a rounded corner like a cobblestone has the advantage that algae can be easily attached and a fish collection effect can be expected. In the present embodiment, the sinking 34 is constituted only by the waterside installation member 1 according to the first embodiment, but the waterside installation member 5 according to the second embodiment and the waterside according to the third embodiment are not limited thereto. It is also possible to configure the sinking floor 34 only by the installation member 10 or to configure the sinking floor 34 by mixing the waterside installation members 1, 5, 10 according to each embodiment.

次に、本発明に係る水辺設置部材1を用いた魚道について説明する。この魚道は、河川を横断して堰や堤等の構造物が設けられ、上下流方向に魚が自力で遡上又は降下することができないような水位差が生じている場合において、その堰や堤等の構造物の一部分に傾斜の緩い水路を設けることにより、魚が自力で遡上又は降下できるようにするためのものであって、前記第1乃至第3実施例に係る水辺設置部材1,5,10のうちの1種以上を、複数個はしご状に結合して水底に沈設したものである。   Next, a fishway using the waterside installation member 1 according to the present invention will be described. This fishway has structures such as weirs and dikes across the river, and when there is a water level difference that prevents fish from going up or down by itself on the upstream and downstream sides, A waterside installation member 1 according to any one of the first to third embodiments is provided to allow a fish to move up and down by itself by providing a gently sloping waterway in a part of a structure such as a bank. , 5 and 10 are combined in a ladder shape and set on the bottom of the water.

図14は、本実施例に係る魚道40を示す概略縦断面図である。魚道40は、河川41の水底に沈設された水辺設置部材群42と、この水辺設置部材群42の両端部にそれぞれ取り付けられた固定用シャックル43と、各固定用シャックル43を挿通されて河川41の地盤44に打ち込まれたアンカーボルト45と、を備えてなるものである。ここで、図15は、水辺設置部材群42の構成を示す概略平面図である。水辺設置部材群42は、縦方向に配置された長尺な縦方向水辺設置部材46と、横方向に配置された横方向水辺設置部材47とが、結合用シャックル48を介してはしご状に結合されることにより構成される。本実施例では、縦方向水辺設置部材46として前記第1実施例に係る水辺設置部材1を、横方向水辺設置部材47として前記第3実施例に係る水辺設置部材10をそれぞれ使用している。また、結合用シャックル48は、図9に示す前記シャックル16と同じ構成であって、その本体19に形成された一対の挿通孔25に対し、縦方向水辺設置部材46を構成する鎖4がそれぞれ挿通されるとともに、その連結ボルト21が、横方向水辺設置部材47を構成するリング状の鎖4に挿通されることにより、縦方向水辺設置部材46と横方向水辺設置部材47を結合している。このように、縦方向水辺設置部材46と横方向水辺設置部材47の結合に結合用シャックル48を用いたことにより、水流や波の力等を受けても両者の結合が解けることがなく、魚道40の安定した設置が可能となる。また、固定用シャックル43及びアンカーボルト45は、図9に示す前記シャックル16及び図8に示す前記アンカーボルト18と同じ構成であるため、その説明を省略する。   FIG. 14 is a schematic longitudinal sectional view showing the fishway 40 according to the present embodiment. The fishway 40 includes a waterside installation member group 42 sunk in the bottom of the river 41, fixing shackles 43 attached to both ends of the waterside installation member group 42, and the fixing shackles 43. Anchor bolts 45 driven into the ground 44. Here, FIG. 15 is a schematic plan view showing the configuration of the waterside installation member group 42. In the waterside installation member group 42, a long vertical waterside installation member 46 arranged in the vertical direction and a horizontal waterside installation member 47 arranged in the horizontal direction are coupled in a ladder shape via a shackle 48 for coupling. It is constituted by being done. In this embodiment, the waterside installation member 1 according to the first embodiment is used as the longitudinal waterside installation member 46, and the waterside installation member 10 according to the third embodiment is used as the lateral waterside installation member 47. Further, the connecting shackle 48 has the same configuration as the shackle 16 shown in FIG. 9, and the chains 4 constituting the vertical waterside installation member 46 are respectively formed in the pair of insertion holes 25 formed in the main body 19. While being inserted, the connecting bolt 21 is inserted into the ring-shaped chain 4 constituting the lateral waterside installation member 47, thereby connecting the vertical waterside installation member 46 and the lateral waterside installation member 47. . As described above, the coupling shackle 48 is used for coupling the longitudinal waterside installation member 46 and the lateral waterside installation member 47, so that the coupling between the two is not broken even when subjected to water flow or wave force. 40 stable installations are possible. Further, the fixing shackle 43 and the anchor bolt 45 have the same configuration as the shackle 16 shown in FIG. 9 and the anchor bolt 18 shown in FIG.

尚、本実施例では、第1実施例に係る水辺設置部材1と第3実施例に係る水辺設置部材10で魚道40を構成したが、これに限られず、各実施例に係る水辺設置部材1,5,10のみで魚道40を構成したり、或いは各実施例に係る水辺設置部材1,5,10を混在させて魚道40を構成することも可能である。また、結合用シャックル48に代えて、図示しない針金等で締結することによって、横方向水辺設置部材47を縦方向水辺設置部材46に結合させることも可能である。   In this embodiment, the fishway 40 is constituted by the waterside installation member 1 according to the first embodiment and the waterside installation member 10 according to the third embodiment. However, the present invention is not limited to this, and the waterside installation member 1 according to each embodiment. , 5, 10 can be used to configure the fishway 40, or the waterway installation members 1, 5, 10 according to each embodiment can be mixed to form the fishway 40. Further, the lateral waterside installation member 47 can be coupled to the vertical waterside installation member 46 by fastening with a wire (not shown) or the like instead of the coupling shackle 48.

このように構成される魚道40の設置に際しては、まず、水辺設置部材群42を構成する縦方向水辺設置部材46の両端に、固定用シャックル43をそれぞれ取り付ける。より詳細には、図9及び図14に示すように、縦方向水辺設置部材46を構成する鎖4に対し、連結ボルト21を取り外した状態の本体19を挿通させた後、連結ボルト21を本体19のボルト挿通孔22を通してネジ孔24に螺合させる。これにより、鎖4の一端に固定用シャックル43が脱落不能に取り付けられる。次に、この水辺設置部材群42を、河川41を横断して設けられた堰や堤等の構造物49の一部を覆うように配置する。この時、前述のように各水辺設置部材1,10を構成する鎖4は自在に折り曲げやすいので、構造物49の形状が複雑であっても水辺設置部材群42を容易に配置することができる。次に、アンカーボルト45を用いて水辺設置部材群42を河川41の地盤44に固定する。より詳細には、図9及び図14に示すように、固定用シャックル43に形成された上下一対の挿通孔25に対し、アンカーボルト45をその先鋭な一端50側から挿通させた後、水底の地盤44に打ち込む。ここで、前述のようにアンカーボルト45の他端51はフック状に形成されているため、この他端側から固定用シャックル43が脱落することはない。これにより、水流や波の力等に拘わらず、水辺設置部材群42の安定した設置が可能となる。   When installing the fishway 40 configured as described above, first, the fixing shackles 43 are respectively attached to both ends of the longitudinal waterside installation member 46 constituting the waterside installation member group 42. More specifically, as shown in FIG. 9 and FIG. 14, after the main body 19 with the connection bolt 21 removed is inserted into the chain 4 constituting the longitudinal waterside installation member 46, the connection bolt 21 is connected to the main body. The screw holes 24 are screwed through the 19 bolt insertion holes 22. Thereby, the fixing shackle 43 is attached to one end of the chain 4 so as not to fall off. Next, the waterside installation member group 42 is arranged so as to cover a part of the structure 49 such as a weir or a bank provided across the river 41. At this time, as described above, the chains 4 constituting the waterside installation members 1 and 10 are easily bent, so that the waterside installation member group 42 can be easily arranged even if the shape of the structure 49 is complicated. . Next, the waterside installation member group 42 is fixed to the ground 44 of the river 41 using the anchor bolt 45. More specifically, as shown in FIGS. 9 and 14, after the anchor bolt 45 is inserted from the sharp end 50 side into the pair of upper and lower insertion holes 25 formed in the fixing shackle 43, Drive into the ground 44. Here, since the other end 51 of the anchor bolt 45 is formed in a hook shape as described above, the fixing shackle 43 does not fall off from the other end side. Thereby, the waterside installation member group 42 can be stably installed regardless of the water flow or the wave force.

このように、構造物49の一部を水辺設置部材群42で覆うことにより、この水辺設置部材群42の設置位置では水の流れが緩やかになり、魚が自力で遡上又は降下可能な魚道40が形成される。従って、既存の構造物49に変更を加えることなく、短期間の工事で安価に魚道40を設けることができる。   Thus, by covering a part of the structure 49 with the waterside installation member group 42, the flow of water becomes gentle at the installation position of the waterside installation member group 42, and the fishway allows the fish to go up and down by itself. 40 is formed. Therefore, the fishway 40 can be provided at low cost by a short-term construction without changing the existing structure 49.

次に、本発明に係る水辺設置部材1を用いた護岸部材について説明する。この護岸部材は、海岸や川岸の浸食を防止するためのものであって、前記第1乃至第3実施例に係る水辺設置部材1,5,10のうちの1種以上を、複数個格子状に結合して岸近傍の水辺に設置したものである。   Next, the revetment member using the waterside installation member 1 according to the present invention will be described. The revetment member is for preventing erosion of the coast or river shore, and a plurality of one or more of the waterside installation members 1, 5, and 10 according to the first to third embodiments are arranged in a grid pattern. It is installed on the waterside near the shore.

図16は、本実施例に係る護岸部材52を示す概略縦断面図である。護岸部材52は、海岸や川岸の水面53付近の地盤54を覆って敷設された石材55と、この石材55の上に設置された水辺設置部材群56と、この水辺設置部材群56の両端部に設けられたシャックル57を挿通されて海岸や川岸の地盤54に打ち込まれたアンカーボルト58と、を備えてなるものである。ここで、石材55は、水辺設置部材群56と相俟って、水面53付近の地盤54が浸食されるのを防止するためのものである。この石材55は、前記沈床34で使用した図13に示す石材37と同じ構成及び効果を有するものであるため、その説明を省略する。また、水辺設置部材群56は、図16に詳細は示さないが、図13に示す前記沈床34と同様に、縦方向水辺設置部材46と横方向水辺設置部材47とがシャックル57を介し或いは針金等を用いた締結により、格子状に結合されたものである。また、シャックル57及びアンカーボルト58は、図9に示す前記シャックル16及び図8に示す前記アンカーボルト18と同じ構成であるため、その説明を省略する。   FIG. 16 is a schematic longitudinal sectional view showing the seawall member 52 according to the present embodiment. The revetment member 52 includes a stone 55 laid to cover the ground 54 near the water surface 53 on the shore or river shore, a waterside installation member group 56 installed on the stone 55, and both ends of the waterside installation member group 56 And an anchor bolt 58 which is inserted into the ground 54 on the coast or river bank through the shackle 57 provided on the ground. Here, the stone 55 is for preventing the ground 54 near the water surface 53 from being eroded in combination with the waterside installation member group 56. The stone material 55 has the same configuration and effect as the stone material 37 shown in FIG. Further, the waterside installation member group 56 is not shown in detail in FIG. 16, but, similar to the sinking 34 shown in FIG. 13, the vertical waterside installation member 46 and the lateral waterside installation member 47 are connected via a shackle 57 or a wire. These are joined in a lattice shape by fastening using the like. Further, the shackle 57 and the anchor bolt 58 have the same configuration as the shackle 16 shown in FIG. 9 and the anchor bolt 18 shown in FIG.

このように構成される護岸部材52の設置に際しては、図16に示すように、まず、水流や波による浸食を受けやすい水面53付近に、水底59の地盤54から岸60の地盤54を覆うようにして石材55を敷設する。次に、この石材55の上に水辺設置部材群56を配置する。この時、前述のように各水辺設置部材群56を構成する鎖4は自在に折り曲げやすいので、水底59や岸60の地形が複雑であっても水辺設置部材群56を容易に配置することができる。そして、アンカーボルト58を用いて水辺設置部材群56を水底59や岸60の地盤54に固定する。より詳細には、図9及び図16に示すように、シャックル57に形成された上下一対の挿通孔25に対し、アンカーボルト58をその先鋭な一端61側から挿通させた後、水底59の地盤54や岸60の地盤54に打ち込む。これにより、水流や波の力等に拘わらず、護岸部材52の安定した設置が可能となる。   When installing the revetment member 52 configured in this manner, as shown in FIG. 16, first, the ground 54 of the shore 60 is covered from the ground 54 of the bottom 59 near the water surface 53 that is susceptible to erosion by water currents and waves. Then, the stone 55 is laid. Next, a waterside installation member group 56 is disposed on the stone material 55. At this time, as described above, since the chains 4 constituting each waterside installation member group 56 are easily bent, the waterside installation member group 56 can be easily arranged even if the topography of the water bottom 59 and the shore 60 is complicated. it can. And the waterside installation member group 56 is fixed to the water bottom 59 or the ground 54 of the shore 60 using the anchor bolt 58. More specifically, as shown in FIGS. 9 and 16, after a pair of upper and lower insertion holes 25 formed in the shackle 57 is inserted with an anchor bolt 58 from the sharp end 61 side, the ground of the bottom 59 is obtained. 54 and ground 54 on the shore 60. As a result, the revetment member 52 can be stably installed regardless of the water flow or wave force.

尚、石材55は本発明に係る護岸部材52に必須の構成要件ではなく、水面53付近の地盤54の上に、水辺設置部材群56を直接配置することも可能である。また、本実施例では、水辺設置部材群56を、水底59の地盤54から岸60の地盤54に渡って設けているが、これに限られず、例えば水面53付近の水底59の地盤54のみを覆って水辺設置部材群56を配置したり、水面53付近の岸60の地盤54のみを覆って水辺設置部材群56を配置することも可能である。   The stone 55 is not an essential component of the revetment member 52 according to the present invention, and a waterside installation member group 56 can be directly disposed on the ground 54 near the water surface 53. Further, in this embodiment, the waterside installation member group 56 is provided from the ground 54 of the bottom 59 to the ground 54 of the shore 60. However, the present invention is not limited to this. For example, only the ground 54 of the bottom 59 near the water surface 53 is provided. It is also possible to arrange the waterside installation member group 56 so as to cover it, or to arrange the waterside installation member group 56 so as to cover only the ground 54 of the shore 60 near the water surface 53.

本発明に係る人工魚礁、沈床、魚道は、その全体が水没した配置態様だけでなく、一部が水没し他の一部が水面から外部に露呈するようにして配置することも可能である。   The artificial reef, subsidence, and fishway according to the present invention can be arranged not only in an arrangement mode in which the whole is submerged, but also in a part that is submerged and the other part is exposed to the outside from the water surface.

本発明の第1実施例に係る水辺設置部材1を示す概略平面図。The schematic plan view which shows the waterside installation member 1 which concerns on 1st Example of this invention. 本発明の第1実施例に係る水辺設置部材1を示す概略断面図。The schematic sectional drawing which shows the waterside installation member 1 which concerns on 1st Example of this invention. 本発明の第2実施例に係る水辺設置部材5を示す概略平面図。The schematic plan view which shows the waterside installation member 5 which concerns on 2nd Example of this invention. 本発明の第2実施例に係る水辺設置部材5を示す概略断面図。The schematic sectional drawing which shows the waterside installation member 5 which concerns on 2nd Example of this invention. 本発明の第3実施例に係る水辺設置部材10を示す概略平面図。The schematic plan view which shows the waterside installation member 10 which concerns on 3rd Example of this invention. 本発明の第3実施例に係る水辺設置部材10を示す概略断面図。The schematic sectional drawing which shows the waterside installation member 10 which concerns on 3rd Example of this invention. 第1実施例に係る人工魚礁29を示す概略平面図。The schematic plan view which shows the artificial fish reef 29 which concerns on 1st Example. 図7におけるA−A方向矢視図。The AA direction arrow directional view in FIG. シャックル57の構成を示す概略斜視図。The schematic perspective view which shows the structure of the shackle 57. FIG. 第2実施例に係る人工魚礁29を示す概略平面図。The schematic plan view which shows the artificial reef 29 which concerns on 2nd Example. 第3実施例に係る人工魚礁30を示す概略斜視図。The schematic perspective view which shows the artificial reef 30 which concerns on 3rd Example. 第4実施例に係る人工魚礁32を示す概略斜視図。The schematic perspective view which shows the artificial fish reef 32 which concerns on 4th Example. 沈床34を示す概略斜視図。The schematic perspective view which shows the sinking 34. FIG. 魚道40を示す概略縦断面図。1 is a schematic longitudinal sectional view showing a fishway 40. FIG. 水辺設置部材群56を示す概略平面図。The schematic plan view which shows the waterside installation member group 56. FIG. 護岸部材52を示す概略縦断面図。The schematic longitudinal cross-sectional view which shows the seawall member 52. FIG. 従来例に係る水辺設置部材70の構成を示す概略断面図。The schematic sectional drawing which shows the structure of the waterside installation member 70 which concerns on a prior art example.

符号の説明Explanation of symbols

1,5,10 水辺設置部材
2 貫通孔
3 自然石
4 鎖
14 人工魚礁
16 シャックル
17 地盤
18 アンカーボルト
19 本体
20 開口部
21 連結ボルト
25 挿通孔
34 沈床
36 格子枠
37 石材
40 魚道
49 構造物
52 護岸部材
DESCRIPTION OF SYMBOLS 1,5,10 Waterside installation member 2 Through-hole 3 Natural stone 4 Chain 14 Artificial fish reef 16 Shackle 17 Ground 18 Anchor bolt 19 Main body 20 Opening part 21 Connecting bolt 25 Insertion hole 34 Settling 36 Grid frame 37 Stone 40 Fishway 49 Structure 52 Seawall material

Claims (3)

貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材と、この水辺設置部材の鎖の両端に取り付けられ、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えたシャックルと、このシャックルの挿通孔を挿通されて水辺の地盤に打ち込まれるアンカーボルトと、を有することを特徴とする水辺設置部材を用いた人工魚礁。   A waterside installation member comprising a plurality of natural stones having through holes, and a chain that is inserted through the through holes of these natural stones to connect the plurality of natural stones, and is attached to both ends of the chain of the waterside installation member, A shackle having a substantially U-shaped main body formed with an insertion hole and a connecting rod that connects both ends of the main body across the opening of the main body, and an anchor that is inserted through the insertion hole of the shackle and driven into the waterside ground An artificial fish reef using a waterside installation member characterized by having a bolt. 貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材を、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えてなるシャックルを介してはしご状に結合し、河川を横断して設けられた構造物の上から覆うようにして前記はしご状に結合された水辺設置部材を設置し、前記シャックルの挿通孔を挿通させてアンカーボルトを水辺の地盤に打ち込んだことを特徴とする水辺設置部材を用いた魚道。   A plurality of natural stones having through holes, and a waterside installation member comprising a chain that is inserted through the through holes of these natural stones and connects the plurality of natural stones, a substantially U-shaped main body having an insertion hole, and The ladder-like shape is formed so as to be covered with a ladder through a shackle having connecting rods that connect both ends of the main body across the opening of the main body so as to cover the structure provided across the river. A fishway using a waterside installation member, characterized in that a waterside installation member coupled to a waterside is installed, an insertion hole of the shackle is inserted, and an anchor bolt is driven into the ground of the waterside. 貫通孔を形成した複数の自然石、及びこれら自然石の貫通孔に挿通されて複数の自然石を連結する鎖を備えてなる水辺設置部材を、挿通孔を形成した略U字形状の本体及びこの本体の開口部を横切ってその両端部を連結する連結棒を備えてなるシャックルを介して格子状に結合し、この格子状に結合された水辺設置部材を水面付近の地盤を覆うようにして設置するとともに、前記シャックルの挿通孔を挿通させてアンカーボルトを水辺の地盤に打ち込んだことを特徴とする水辺設置部材を用いた護岸部材。   A plurality of natural stones having through holes, and a waterside installation member comprising a chain that is inserted through the through holes of these natural stones and connects the plurality of natural stones, a substantially U-shaped main body having an insertion hole, and It is connected in a lattice shape through a shackle comprising connecting rods that connect both ends of the main body across the opening of the main body, and the waterside installation member connected in the lattice shape is covered with the ground near the water surface. A revetment member using a waterside installation member, wherein the waterside installation member is installed and the anchor bolt is driven into the ground of the waterside by inserting the insertion hole of the shackle.
JP2006307304A 2006-11-14 2006-11-14 Artificial fish reef, sinking, fishway, and seawall member using waterside installation members Expired - Fee Related JP4853709B2 (en)

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JPH1072832A (en) * 1996-08-30 1998-03-17 Matsuoka Concrete Kogyo Kk Soil protection unit body
JPH11241327A (en) * 1998-02-25 1999-09-07 Kyodo Sekizai:Kk Natural stone linking method
JP2002330662A (en) * 2001-05-09 2002-11-19 Yamasho Shizen Kankyo Kk Member to be submerged to water bottom and artificial fish shelter, mattress, fishway and bank protection member produced by using the same
JP2006027878A (en) * 2004-07-21 2006-02-02 Showa Kikai Shoji Kk Shackle
JP2006067952A (en) * 2004-09-03 2006-03-16 Kaihatsu Concrete Kk Algae reef/fish reef and method for installing algae reef/fish reef in sea bed
JP2006067971A (en) * 2004-09-06 2006-03-16 Murakami Sekizai Kogyo:Kk Fish reef-forming unit and method for forming fish reef

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