JPH10147923A - Fish bank - Google Patents

Fish bank

Info

Publication number
JPH10147923A
JPH10147923A JP8309397A JP30939796A JPH10147923A JP H10147923 A JPH10147923 A JP H10147923A JP 8309397 A JP8309397 A JP 8309397A JP 30939796 A JP30939796 A JP 30939796A JP H10147923 A JPH10147923 A JP H10147923A
Authority
JP
Japan
Prior art keywords
slope
revetment
tubular bodies
mound
riprap
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP8309397A
Other languages
Japanese (ja)
Inventor
Jun Hirayama
純 平山
Nobuo Sakuse
信夫 柵瀬
Hirozo Bando
浩造 阪東
Shigeru Hirashima
繁 平島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP8309397A priority Critical patent/JPH10147923A/en
Publication of JPH10147923A publication Critical patent/JPH10147923A/en
Pending legal-status Critical Current

Links

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
    • 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

Landscapes

  • Artificial Fish Reefs (AREA)
  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide the inhabitation environment of aquatic life requiring no large-scale work by burying recessed moldings inhabitable for fishes on the face of slope, the toe of slope, and the top of slope of a revetment, and using the recesses as a fish bank. SOLUTION: This revetment is constructed with riprap mounds 1a, 1b in upper and lower stages, and tubular bodies 4 are buried on the face of slope of the riprap mound 1a on the lower stage and on the toe of slope of the riprap mound 1b on the upper stage as recessed moldings inhabitable for fishes to form an artificial fish bank. For the installation of the tubular bodies 4 on the face of slope of the revetment, the tubular bodies 4 are hoisted and arranged at the installation positions on the riprap mound 1 after the riprap mound 1 is executed to the height of the installation positions of the tubular bodies 4 in the stage of revetment creation, openings 4b are opened on the face of slope, toe of slope, and top of slope of the riprap mound 1, and the tubular bodies 4 are covered with ripraps and cover stones 2 to create the revetment. Stones with coarse surfaces are spread in the tubular bodies 4, and stones are arranged after the tubular bodies 4 are installed on the revetment.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、外海に面した護岸
などに設ける漁礁に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fishing reef provided on a seawall facing the open sea.

【0002】[0002]

【従来の技術】外海に面した大規模な護岸として捨石護
岸があり、これは図2にも示すように砂層の上に捨石マ
ウンド1を構築し、この表面に被覆石2を敷設するもの
で、図示のように捨石マウンド1を上下の2段に構築
し、下段の捨石マウンド1aは台形に形成し、上段の捨
石マウンド1bを山形に形成するものがあり、上段の捨
石マウンド1bの表面にはさらに消波ブロック(通称テ
トラポット)3が敷設してある。
2. Description of the Related Art As a large-scale revetment facing the open sea, there is a rubble revetment, in which a rubble mound 1 is constructed on a sand layer and a covering stone 2 is laid on this surface as shown in FIG. As shown in the figure, the rubble mound 1 is constructed in two upper and lower stages, the lower rubble mound 1a is formed in a trapezoidal shape, and the upper rubble mound 1b is formed in a mountain shape. Is further provided with a wave-dissipating block (commonly known as tetrapot) 3.

【0003】[0003]

【発明が解決しようとする課題】このような捨石護岸で
は、斜面が平面的で日影の部分がほとんどなく、また、
澱みもなく、このため、魚、特に小魚や雑魚、エビ、カ
ニ類が寄りつきにくく、これらの生物にとっては棲息に
適する場所とはいえない。
In such a rubble revetment, the slope is flat and there is almost no shading.
There is no stagnation, so fish, especially small fish, small fish, shrimp, and crabs, are difficult to approach and are not a suitable place for these organisms to live.

【0004】さらに、消波ブロック3などの消波機能の
存する場所では、これにより発生する渦、泡、乱流など
により魚の棲息は困難である。
Further, in places where the wave-dissipating function such as the wave-dissipating block 3 exists, it is difficult for fish to inhabit due to eddies, bubbles, turbulence and the like generated by the wave-dissipating function.

【0005】本発明の目的は前記従来例の不都合を解消
し、前記のような構造の捨石護岸においても、魚類など
の棲息が可能となり、水生物の棲息環境を整えることが
でき、しかもそのために大掛かりな工事などは不要な漁
礁を提供することにある。
[0005] An object of the present invention is to solve the disadvantages of the above-mentioned conventional example, and to enable the inhabitation of fish and the like even on the rubble revetment having the above-mentioned structure, and to provide a habitat environment for aquatic organisms. Extensive construction involves providing unnecessary fishing reefs.

【0006】[0006]

【課題を解決するための手段】本発明は前記目的を達成
するため、護岸の法面および法先や法肩に魚類などが棲
息可能な凹所形成体を埋設して、該凹所を人工漁礁とす
ること、および、凹所形成体は一方の端部を閉塞した筒
状体であり、他方の開口端を護岸の法面および法先や法
肩に開口し、ここに筒状の空間を形成すること、また
は、凹所形成体は先端を開口に形成した平面略楔形の枠
状体であり、該開口を護岸の法面の法肩に位置させて法
面に略楔形の窪みを形成することを要旨とするものであ
る。
In order to achieve the above object, the present invention embeds a recess forming body on which a fish or the like can inhabit on a slope of a revetment, a tip or a shoulder, and artificially forms the recess. The reef shall be a reef, and the recessed body shall be a tubular body with one end closed, and the other open end shall be open to the slope of the revetment and the tip or shoulder, where the cylindrical space Or the recess forming body is a flat, substantially wedge-shaped frame formed with an opening at the tip, and the opening is located on the slope of the slope of the revetment to form a substantially wedge-shaped depression on the slope. It is intended to form.

【0007】請求項1記載の本発明によれば、護岸の法
面および法先や法肩に魚類などが棲息可能な凹所形成体
を埋設して、該凹所を人工漁礁とすることにより、平面
的で日影の部分のなかった護岸の法面に漁礁が形成で
き、魚類の棲息が可能となり環境の改善が図れる。そし
て、漁礁の形成は、凹所形成体を埋設するだけであるか
ら簡単である。
According to the first aspect of the present invention, a recess forming body capable of inhabiting fish and the like is buried on the slope of the revetment, the forehead and the shoulder, and the recess is formed as an artificial reef. In addition, fishing reefs can be formed on the slopes of the revetment, which are flat and have no shade, allowing fish to inhabit and improve the environment. And the formation of the reef is simple because only the recessed body is buried.

【0008】請求項2記載の本発明によれば、前記作用
に加えて、凹所形成体としての筒状体を護岸に埋設し
て、その開口端を法面および法先や法肩に開口させれ
ば、筒状体の内部空間が日影部、水流の影響を受けない
澱み部となって、ここに漁礁を形成できる。
According to the second aspect of the present invention, in addition to the above-mentioned functions, a tubular body as a recess forming body is buried in the revetment, and the opening end thereof is formed on the slope, the tip and the shoulder. If this is done, the internal space of the tubular body becomes a shaded area and a stagnation area not affected by the water current, and a fishing reef can be formed here.

【0009】請求項3記載の本発明によれば、前記作用
に加えて、凹所形成体としての先端を開口に形成した平
面略楔形の枠状体を護岸に埋設して、法面に略楔形の窪
みを形成することで、この窪みが日影部、水流の影響を
受けない澱み部となって、ここに漁礁を形成できる。
According to the third aspect of the present invention, in addition to the above-described operation, a flat, substantially wedge-shaped frame-like body having a recess-forming body formed with an opening at the tip is buried in the revetment, and is substantially formed on the slope. By forming a wedge-shaped depression, this depression becomes a shade portion and a stagnation portion which is not affected by the water flow, and a fishing reef can be formed here.

【0010】[0010]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の漁礁の第1実
施形態を示す斜視図、図2は同上横断面図で、護岸の全
体構成については図2について既に説明したからここで
の詳細な説明は省略する。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view showing a first embodiment of a fishing reef of the present invention, and FIG. 2 is a cross-sectional view of the same, and the entire configuration of the revetment has already been described with reference to FIG.

【0011】本発明の第1実施形態では、上下の2段に
捨石マウンド1a,1bを構築した護岸において、下段
の捨石マウンド1aの法面と上段の捨石マウンド1bの
法先位置に、魚類などが棲息可能な凹所形成体として、
筒状体4を埋設し、該筒状体4を人工漁礁とする。
In the first embodiment of the present invention, on a revetment in which rubble mounds 1a and 1b are constructed in two upper and lower steps, fish and the like are placed on the slope of the lower rubble mound 1a and the tip of the upper rubble mound 1b. As a recess forming body that can inhabit
The tubular body 4 is buried, and the tubular body 4 is used as an artificial reef.

【0012】筒状体4は図3、図4に示すような市販の
鋼管、コルゲート管、プレストレストコンクリート管、
RC(鉄筋コンクリート)管などの円筒体や、図5に示
すようなボックスカルバート型の角筒体で構成し、一方
の端部はコンクリート製などの蓋4aを施して閉塞し、
他端は開口4bとしておく。
The tubular body 4 is a commercially available steel pipe, corrugated pipe, prestressed concrete pipe, or the like as shown in FIGS.
It is composed of a cylindrical body such as a RC (reinforced concrete) tube or a box culvert type rectangular cylindrical body as shown in FIG. 5, one end of which is closed with a lid 4a made of concrete or the like.
The other end is an opening 4b.

【0013】そして、コンクリート系の大口径のものは
図3、図5のように2〜3本を長さ方向に繋げる。この
場合、円筒体は繋ぎ部材としてソケット5を使用し、こ
れを鋼板6で巻いて補強し、上部に運搬や設置時に吊り
上げるための吊り手7を設け、下部には転倒防止金具8
を設けた。
As shown in FIG. 3 and FIG. 5, two or three concrete-type large-diameter concrete-type ones are connected in the longitudinal direction. In this case, the cylindrical body uses a socket 5 as a connecting member, which is wrapped with a steel plate 6 to reinforce it, a lifting hand 7 is provided at the upper part for lifting during transportation or installation, and a lowering prevention fitting 8 is provided at the lower part.
Was provided.

【0014】角筒体の場合は図5のように繋ぎ部材とし
てジョイント鋼板9で結合し、上部に吊り手7を適宜間
隔で複数設ける。
In the case of a rectangular tube, as shown in FIG. 5, they are joined by a joint steel plate 9 as a connecting member, and a plurality of hanging hands 7 are provided at an appropriate interval on the upper part.

【0015】大口径でない筒状体4の場合は単体で使用
し、この場合は図4のように周囲に鋼板バンド10を巻い
てこれに吊り手7と転倒防止金具8を取り付ける。ただ
し、鋼管を利用する場合は鋼板バンド10を省略し、吊り
手7と転倒防止金具8を直接溶接して取り付ける。
In the case of the cylindrical body 4 having a large diameter, the cylindrical body 4 is used alone. In this case, as shown in FIG. 4, a steel plate band 10 is wound around the band 10 and a hanging hand 7 and a fall prevention metal fitting 8 are attached thereto. However, when a steel pipe is used, the steel plate band 10 is omitted, and the suspender 7 and the fall prevention fitting 8 are directly welded and attached.

【0016】これらの筒状体4を護岸の法面に設置する
には、護岸の造成の段階で捨石マウンド1が筒状体4の
設置位置の高さまで施工されたところで、クレーンなど
の機械で吊り手7を使用して筒状体4を吊り込んで捨石
マウンド1での設置場所に配設する。この場合、開口4
bの側を捨石マウンド1の法面の法先や法肩に開口さ
せ、さらにその上を捨石、被覆石2などで覆い、護岸を
造成する。
In order to install these tubular bodies 4 on the slopes of the revetment, the rubble mound 1 is constructed up to the height of the installation position of the tubular bodies 4 at the stage of forming the revetment. The cylindrical body 4 is hung by using the hanger 7 and disposed at the installation location of the rubble mound 1. In this case, the opening 4
The b side is opened at the tip or shoulder of the slope of the rubble mound 1, and the rubble is covered with a rubble, a covering stone 2 or the like to form a seawall.

【0017】筒状体4の内部には護岸に設置する前の段
階で陸上で出来る限り粗い表面の石を張っておく、粗砂
をエポキシ等の合成樹脂で吹付け塗布するなどしておく
か、または、護岸に設置後に石を置くなどして、生物が
棲息しやすい環境を形成する。
Before the installation on the revetment, the inside of the cylindrical body 4 should be covered with stones as rough as possible on land or by spraying coarse sand with a synthetic resin such as epoxy. Or, place stones on the seawall after setting them up to create an environment where living things can easily live.

【0018】こうして護岸の法面および法先や法肩に開
口4bが面した状態で筒状体4が埋設され、その内部の
空間が人工の漁礁となる。
In this way, the tubular body 4 is buried in a state where the opening 4b faces the slope of the seawall, the tip and the shoulder, and the internal space becomes an artificial reef.

【0019】図6〜図9は第2実施形態を示し、下段の
捨石マウンド1aの法肩位置に、魚類などが棲息可能な
凹所形成体として、平面略楔形の枠状体11を埋設し、該
平面略楔形の枠状体11を人工漁礁とする。
FIG. 6 to FIG. 9 show a second embodiment, in which a substantially wedge-shaped frame-like body 11 is buried as a recess forming body in which fish and the like can inhabit at the shoulder position of the lower rubble mound 1a. The planar substantially wedge-shaped frame 11 is used as an artificial reef.

【0020】平面略楔形の枠状体11は図8、図9に示す
ように楔形の先端を欠損させて幅狭の開口11aに形成
し、内部を奥にいくに従い末広がり状に幅広となる空間
11bに形成して全体を略C字形である略楔形の枠状にし
たもので、鉄筋コンクリートやプレストレストコンクリ
ート製とする。
As shown in FIGS. 8 and 9, the frame-like body 11 having a substantially planar wedge shape is formed with a narrow opening 11a by cutting off the tip of the wedge shape, and the space becomes wider in a divergent manner as it goes deeper into the interior.
11b is formed into a substantially C-shaped substantially wedge-shaped frame and is made of reinforced concrete or prestressed concrete.

【0021】かかる平面略楔形の枠状体11を護岸の法面
の法肩に設置する方法としては、枠状体11が比較的小さ
いものの場合は、陸上で鉄筋コンクリートやプレストレ
ストコンクリートにより捨石マウンド1の法肩の形状に
合致させてブロック体に製作する。この場合、開口11a
の側の先端部が捨石マウンドの法肩の傾斜角に合致する
ようこの部分は面取りする。
As a method of installing such a flat frame-like frame 11 on the slope of the revetment slope, when the frame 11 is relatively small, the rubble mound 1 of reinforced concrete or prestressed concrete on land is used. It is made into a block that conforms to the shape of the shoulder. In this case, the opening 11a
This part is chamfered so that the tip on the side of the corner matches the angle of inclination of the sloping mound of the rubble mound.

【0022】こうして護岸の造成の段階で捨石マウンド
1が枠状体11の設置位置の高さまで施工されたところ
で、陸上で予め製作した平面略楔形の枠状体11を設置場
所にセットする。この場合、開口11aの側を捨石マウン
ド1の法面の法肩に開口させ、さらに空間11bの上部を
覆わないようにしてその周囲を捨石、被覆石2などで覆
い、護岸を造成する。
In this way, when the rubble mound 1 is constructed to the height of the installation position of the frame 11 at the stage of forming the revetment, the substantially wedge-shaped frame 11 manufactured in advance on land is set at the installation location. In this case, the side of the opening 11a is opened to the shoulder of the slope of the rubble mound 1, and the surrounding area is covered with rubble, covering stone 2 or the like so as not to cover the upper part of the space 11b to form a seawall.

【0023】これにより捨石マウンド1の法面の法肩に
枠状体11が埋設されてその開口11aと空間11bが水中に
開口し、人工の漁礁となる。そして、空間11bは開口11
aの部分から奥にいくに従い幅広に形成してあるから、
内部は波や水流の影響を受けにくく、澱み、日影の部分
ともなって、魚、エビ、カニ等の寄りつきの場となる。
As a result, the frame 11 is buried at the slope of the slope of the rubble mound 1, and the opening 11a and the space 11b are opened in the water, thereby forming an artificial fishing reef. And the space 11b is the opening 11
Because it is formed wider from the part a to the back,
The inside is hardly affected by waves and water currents, and it becomes a place where fish, shrimp, crabs, etc. approach, as well as stagnation and shading.

【0024】平面略楔形の枠状体11を護岸の法面の法肩
に設置する方法として、枠状体11が比較的大きいものの
場合は重量が大きくなるため、現地での施工となる。ま
ず、図9のように陸上で略楔形に鋼製の籠枠12を組み、
これを布、木板または鋼板などによる側壁13と底板14で
覆い、大型クレーンが準備できる時には内部に石詰15す
る。そうでない時は、石詰15をせずに沈設し現場で石を
詰める。
As a method of installing the substantially frame-shaped frame 11 having a substantially flat wedge shape on the slope of the revetment slope, when the frame 11 is relatively large, the weight increases, so that the construction is performed on site. First, as shown in FIG. 9, a steel wedge-shaped steel frame 12 is assembled on land.
This is covered with a side wall 13 and a bottom plate 14 made of cloth, a wooden board, a steel plate, or the like. If not, lay it down without stuffing and stuff it on site.

【0025】これを護岸の造成の段階で捨石マウンド1
が枠状体11の設置位置の高さまで施工されたところで、
設置位置に沈設し、現場で籠枠12内にコンクリートを打
設する。コンクリートの打設方法としては、パイプを籠
枠12内に石詰15してある捨て石に差し込んでおき、この
パイプを使用してコンクリートを打設する方法、流動性
の高い水中コンクリートを籠枠12内に直接流し込む方法
がある。
At the stage of revetment construction, rubble mound 1
Was constructed up to the height of the installation position of the frame 11,
It is sunk at the installation position, and concrete is poured into the basket frame 12 at the site. As a method of placing concrete, a pipe is inserted into a discarded stone packed in a basket frame 12 in a basket frame 12, and concrete is poured using this pipe. There is a method of pouring directly into the inside.

【0026】このようにして籠枠12内に石詰15した石を
コンクリートで固めた楔形のコンクリートブロックを形
成し、次いで、空間11bの上部を覆わないようにしてそ
の周囲を捨石、被覆石2などで覆い、護岸を造成する。
In this way, a wedge-shaped concrete block is formed in the basket frame 12 in which the stuffed stones 15 are solidified with concrete, and then the surrounding area is discarded so as not to cover the upper part of the space 11b. And revetment to create a seawall.

【0027】[0027]

【発明の効果】以上述べたように本発明の漁礁は、大規
模で斜面が平面的、日影部分がほとんどなく、澱みの部
分もないような捨石護岸においても、魚類などの棲息が
可能となり、水生物の棲息環境を整えることができ、し
かもそのために大掛かりな工事などは不要で容易に人工
的に形成できるものである。
As described above, the fishing reef of the present invention enables the inhabitation of fish and the like even on a rubble-walled revetment having a large scale, a flat slope, almost no shading, and no stagnation. In addition, it is possible to prepare a habitat for aquatic organisms, and for that purpose, large-scale construction is unnecessary and can be easily artificially formed.

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

【図1】本発明の漁礁の第1実施形態を示す斜視図であ
る。
FIG. 1 is a perspective view showing a first embodiment of a fishing reef of the present invention.

【図2】本発明の漁礁の第1実施形態を示す横断面図で
ある。
FIG. 2 is a cross-sectional view showing a first embodiment of the fishing reef of the present invention.

【図3】本発明の漁礁の第1実施形態の要部である筒状
体の第1例を示す斜視図である。
FIG. 3 is a perspective view showing a first example of a tubular body that is a main part of the first embodiment of the fishing reef of the present invention.

【図4】本発明の漁礁の第1実施形態の要部である筒状
体の第2例を示す斜視図である。
FIG. 4 is a perspective view showing a second example of the tubular body which is a main part of the first embodiment of the fishing reef of the present invention.

【図5】本発明の漁礁の第1実施形態の要部である筒状
体の第3例を示す斜視図である。
FIG. 5 is a perspective view showing a third example of a tubular body that is a main part of the first embodiment of the fishing reef of the present invention.

【図6】本発明の漁礁の第2実施形態を示す斜視図であ
る。
FIG. 6 is a perspective view showing a second embodiment of the fishing reef of the present invention.

【図7】本発明の漁礁の第2実施形態を示す横断面図で
ある。
FIG. 7 is a cross-sectional view showing a second embodiment of the fishing reef of the present invention.

【図8】本発明の漁礁の第2実施形態の要部である枠状
体の第1例を示す斜視図である。
FIG. 8 is a perspective view showing a first example of a frame-shaped body that is a main part of a second embodiment of the fishing reef of the present invention.

【図9】本発明の漁礁の第2実施形態の要部である枠状
体の第2例を示す斜視図である。
FIG. 9 is a perspective view showing a second example of the frame-shaped body which is a main part of the second embodiment of the fishing reef of the present invention.

【符号の説明】[Explanation of symbols]

1,1a,1b…捨石マウンド 2…被覆石 3…消波ブロック 4…筒状体 4a…蓋 4b…開口 5…ソケット 6…鋼板 7…吊り手 8…転倒防止金具 9…ジョイント鋼板 10…鋼板バンド 11…枠状体 11a…開口 11b…空間 12…籠枠 13…側壁 14…底板 15…石詰 1, 1a, 1b ... rubble mound 2 ... covering stone 3 ... wave-dissipating block 4 ... cylindrical body 4a ... lid 4b ... opening 5 ... socket 6 ... steel plate 7 ... hanging hand 8 ... fall prevention fitting 9 ... joint steel plate 10 ... steel plate Band 11 ... Frame 11a ... Opening 11b ... Space 12 ... Basket frame 13 ... Side wall 14 ... Bottom plate 15 ... Stone packing

───────────────────────────────────────────────────── フロントページの続き (72)発明者 平島 繁 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Shigeru Hirashima Kashima Construction Co., Ltd. 1-2-7 Moto-Akasaka, Minato-ku, Tokyo

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 護岸の法面および法先や法肩に魚類など
が棲息可能な凹所形成体を埋設して、該凹所を人工漁礁
とすることを特徴とする漁礁。
1. A fishing reef characterized by embedding a recess forming body capable of inhabiting fish and the like on a slope of a revetment, a forehead and a shoulder, and making the recess an artificial reef.
【請求項2】 凹所形成体は一方の端部を閉塞した筒状
体であり、他方の開口端を護岸の法面および法先や法肩
に開口し、ここに筒状の空間を形成する請求項1記載の
漁礁。
2. The recess forming body is a tubular body having one end closed, and the other open end is opened at a slope of a revetment, a slope or a slope, and a cylindrical space is formed therein. The reef according to claim 1,
【請求項3】 凹所形成体は先端を開口に形成した平面
略楔形の枠状体であり、該開口を護岸の法面の法肩に位
置させて法面に略楔形の窪みを形成する請求項1記載の
漁礁。
3. The recess forming body is a flat, substantially wedge-shaped frame having a front end formed in an opening, and the opening is positioned on a slope of a slope of the revetment to form a substantially wedge-shaped depression in the slope. The reef according to claim 1.
JP8309397A 1996-11-20 1996-11-20 Fish bank Pending JPH10147923A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8309397A JPH10147923A (en) 1996-11-20 1996-11-20 Fish bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8309397A JPH10147923A (en) 1996-11-20 1996-11-20 Fish bank

Publications (1)

Publication Number Publication Date
JPH10147923A true JPH10147923A (en) 1998-06-02

Family

ID=17992532

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8309397A Pending JPH10147923A (en) 1996-11-20 1996-11-20 Fish bank

Country Status (1)

Country Link
JP (1) JPH10147923A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012512978A (en) * 2008-12-18 2012-06-07 ドレッジング・インターナショナル・ナムローゼ・フエンノートシャップ How to build a water shield and revetment
JP2016113813A (en) * 2014-12-15 2016-06-23 日立造船株式会社 Supporting structure for breakwater installed on seabed

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012512978A (en) * 2008-12-18 2012-06-07 ドレッジング・インターナショナル・ナムローゼ・フエンノートシャップ How to build a water shield and revetment
JP2016113813A (en) * 2014-12-15 2016-06-23 日立造船株式会社 Supporting structure for breakwater installed on seabed

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