JP2001103862A - Artificial fish reef - Google Patents

Artificial fish reef

Info

Publication number
JP2001103862A
JP2001103862A JP28678099A JP28678099A JP2001103862A JP 2001103862 A JP2001103862 A JP 2001103862A JP 28678099 A JP28678099 A JP 28678099A JP 28678099 A JP28678099 A JP 28678099A JP 2001103862 A JP2001103862 A JP 2001103862A
Authority
JP
Japan
Prior art keywords
reef
artificial
fish reef
flow generating
upwelling
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.)
Granted
Application number
JP28678099A
Other languages
Japanese (ja)
Other versions
JP4183862B2 (en
Inventor
Takashi Hoshino
高士 星野
Yoshihiro Suenaga
慶寛 末永
Katsuhiko Hisamura
勝彦 久村
Masahiro Suenaga
晶洋 末永
Yoshiji Kimikawa
佳司 君川
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.)
KUROSHIO KAIYO KAIHATSU KK
SUENAGA MANJI
Original Assignee
KUROSHIO KAIYO KAIHATSU KK
SUENAGA MANJI
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 KUROSHIO KAIYO KAIHATSU KK, SUENAGA MANJI filed Critical KUROSHIO KAIYO KAIHATSU KK
Priority to JP28678099A priority Critical patent/JP4183862B2/en
Publication of JP2001103862A publication Critical patent/JP2001103862A/en
Application granted granted Critical
Publication of JP4183862B2 publication Critical patent/JP4183862B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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)

Abstract

PROBLEM TO BE SOLVED: To provide an artificial fish reef having the function of a fish reef to generate an upswelling flow as well as the function of a rock-filled fish reef, enabling the stacking of the reefs as necessary and less liable to cause the catch of fishing net, rope, etc., in operation with the fish reef thrown into the sea. SOLUTION: This artificial fish reef is provided with blocks 12-15 having a steric lattice form and mainly made of concrete or steel-reinforced concrete and a metallic connecting member 16 to connect the outer sides of adjacent blocks 12-15. The block has a protruded upswelling flow generation member 11 placed above the center of the reef to generate an upswelling flow, having a cross-form by top view and gradually elevating from the circumference to the center part and rectangular rock-filled parts 17-20 placed on every side of the generation member 11 opposite to each other, having a rectangular ground 31 at the bottom, supported by vertical post 34 and inclined post 35 erected in and out of the ground and having a rectangular form by top view.

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、コンクリート又は
鉄筋コンクリートからなるブロック体を主体とし、一部
に金属部材を使用した人工魚礁( 漁礁) に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an artificial reef (fishing reef) mainly composed of a block made of concrete or reinforced concrete, and partially using a metal member.

【0002】[0002]

【従来の技術】魚礁の周辺に魚が集まる性質を利用して
人工魚礁をつくり、効率よく魚をとることは古くから行
われており、廃船を沈めたり、岩石、土俵、バスや電車
などの老朽車両を魚礁として投入していた。しかしなが
ら、このようなものは魚の生息に最適な魚礁とはいえな
いので、コンクリートブロックで構成された人工魚礁
や、鋼製の人工魚礁(例えば、特開平10−19182
6号公報)が提案されている。この鋼製の人工魚礁は鋼
材が柱や梁等全体に使用され、角形形状の上部4隅に石
積部が設けられていた。
2. Description of the Related Art Artificial fish reefs have been created by utilizing the nature of fish gathering around fish reefs, and efficient fishing has been practiced for a long time, such as sinking abandoned ships, rocks, rings, buses and trains. Of old vehicles were used as fish reefs. However, such a reef is not an optimal reef for fish inhabitation, and therefore, an artificial reef made of a concrete block or a steel artificial reef (for example, Japanese Patent Laid-Open No. 10-19182).
No. 6) has been proposed. This artificial steel reef made of steel uses steel materials for columns, beams and the like as a whole, and has a masonry portion at the upper four corners of a square shape.

【0003】[0003]

【発明が解決しようとする課題】従来は、底層流による
石材の逸散や、砂泥の移動により投入した石材が埋ま
り、着定基質、及び増殖礁として機能が低下することが
あった。また、特開平10−191826号公報に記載
のような鋼製の人工魚礁は、全体として角柱状となって
いるので、角部が突出し、この人工魚礁が投入されてい
る海域で操業すると、漁網やロープが投入された人工魚
礁に引っ掛かる等の問題があった。本発明はこのような
事情に鑑みてなされたもので、湧昇流を発生させる魚礁
と石詰め魚礁の両方の機能を発揮し、金属製部材を部分
的に使用しながらも、必要に応じて積み重ねも可能で、
海底に投入後は操業中の漁網やロープ等が引っ掛かりに
くい人工魚礁を提供することを目的とする。
Heretofore, there has been a case where the stone material is buried due to the escape of the stone material due to the bottom laminar flow or the movement of the sand and mud, and the function as a settling substrate and a breeding reef is reduced. Further, a steel artificial reef as described in Japanese Patent Application Laid-Open No. 10-191826 has a prismatic shape as a whole. There was a problem such as getting caught in the artificial reef where the rope and the rope were thrown. The present invention has been made in view of such circumstances, and exhibits both functions of a fish reef and a stone-filled fish reef that generates upwelling currents, while partially using metal members, as necessary. Stacking is also possible,
The purpose is to provide an artificial reef where fishing nets and ropes are not easily caught after being put on the seabed.

【0004】[0004]

【課題を解決するための手段】前記目的に沿う本発明に
係る人工魚礁は、金属部材からなり、中央上部に配置さ
れて湧昇流を発生させ、平面視してクロス状となって中
央部が周囲より徐々に高くなった山形状の湧昇流発生部
材と、前記湧昇流発生部材を中心としてその4方に対向
して固着配置され、底部は4辺を有する矩形土台部とな
って、その内外にそれぞれ立設された垂直柱部及び傾斜
柱部によって支持される平面視して矩形の石積部を有
し、主体がコンクリート又は鉄筋コンクリートからなる
立体格子状のブロック体と、隣り合う前記ブロック体の
側外部を連結する金属製の連結部材とを有している。
The artificial reef according to the present invention, which meets the above-mentioned object, is made of a metal member, and is disposed at the upper center to generate an upwelling flow. Is a mountain-shaped upwelling flow generating member that is gradually higher than the surroundings, and is fixedly arranged facing the four sides around the upwelling flow generating member, and the bottom is a rectangular base having four sides. Having a rectangular masonry portion in plan view supported by vertical and inclined pillar portions erected inside and outside thereof, respectively, and a three-dimensional lattice-shaped block body mainly made of concrete or reinforced concrete; And a metal connecting member for connecting the side and outside of the block body.

【0005】この人工魚礁は、主体は4つのコンクリー
ト(鉄筋コンクリートを含む)のブロック体からなっ
て、補助部材としてを金属部材(例えば、鋼材)を使用
し、湧昇流を発生させる湧昇流発生部材、連結部材等の
複雑な部分を効率的に形成している。また、湧昇流発生
部材は山形状となって、その周囲に設けられているブロ
ック体もその側面を傾斜柱部によって支持されて傾斜状
となっており、更には、隣り合うブロック体を連結する
連結部材も傾斜状になっている。従って、全体的に中央
が盛り上がった山形状となっているので、漁網等の引っ
掛かりが少ない。そして、中央で上方に突出する湧昇流
発生部材は全体の中央上部に設けられて、その下部は空
間となっているので、複数の人工魚礁を積み上げること
ができる。
[0005] This artificial reef is mainly composed of a block of four concrete (including reinforced concrete), uses a metal member (eg, steel) as an auxiliary member, and generates an upwelling flow. Complex parts such as members and connecting members are efficiently formed. In addition, the upwelling flow generating member has a mountain shape, and the block body provided therearound is also inclined with the side surface thereof being supported by the inclined column portion, and further, the adjacent block bodies are connected. The connecting member is also inclined. Therefore, since the entire area has a mountain shape with a raised center, there is little catch of a fishing net or the like. The upwelling flow generating member projecting upward at the center is provided at the upper center of the whole, and the lower part is a space, so that a plurality of artificial fish reefs can be stacked.

【0006】ここで、本発明の人工魚礁において、前記
湧昇流発生部材は、前記4つのブロック体の連結部まで
外方に延長され、隣り合う前記ブロック体を連結するね
じによって固定するのが好ましいが他の固定手段であっ
てもよい。これによって、金属部材からなる湧昇流発生
部材を確実にブロック体に固定できる。更に、本発明の
人工魚礁において、前記石積部の底部には、金属部材か
らなる格子底を設けるのが好ましい。これによって、コ
ンクリート又は鉄筋コンクリートと金属部材の調和を図
って底に十分な強度があって潮通しのよい適当な隙間を
有する石積部を構成できる。
Here, in the artificial reef of the present invention, the upwelling flow generating member is extended outwardly to a connection portion of the four block members, and is fixed by a screw connecting the adjacent block members. Although preferred, other fixing means may be used. Thus, the upwelling flow generating member made of a metal member can be reliably fixed to the block body. Further, in the artificial reef of the present invention, it is preferable to provide a lattice bottom made of a metal member at the bottom of the masonry portion. In this way, a masonry portion having a sufficient strength at the bottom and a suitable gap with good tidal flow can be formed by harmonizing the concrete or reinforced concrete with the metal member.

【0007】そして、本発明の人工魚礁においては、前
記連結部材は、隣り合う前記ブロック体の上部を連結す
る上梁材と、隣合う前記ブロック体の下部で外側を連結
し該上梁材より長さの長い下梁材と、該上梁材及び下梁
材の中間部を連結する斜め材とを有するのが好ましい。
これによって、連結部材の強度を向上することができる
と共に、この連結部材によってその下方に新たな魚礁空
間が形成される。前記本発明の人工魚礁の石積部は、海
底部より棚上げすることと、石材を部材によって格納す
ることにより、砂泥の移動・堆積等による石積部の機能
の低下を生じることがなく、また、湧昇流発生部材を配
置することにより湧昇流や渦流を発生させ、石積部に酸
素を供給すると共にプランクトンや海藻類の胞子の着生
に対しても効果的な構造である。更に、石積部下方に魚
介類の棲み場・隠れ場・休息場となる陰影空間が形成さ
れる。石積部の石材は、石材量とその効果について考慮
し、少ない使用量で効率的に効果を発揮させるものとし
た。
In the artificial reef of the present invention, the connecting member includes an upper beam connecting the upper portions of the adjacent blocks and an upper beam connecting the outer portions of the lower portions of the adjacent blocks. It is preferable to have a lower beam having a long length and an oblique member connecting an intermediate portion between the upper beam and the lower beam.
Thereby, the strength of the connecting member can be improved, and a new reef space is formed below the connecting member by the connecting member. The masonry portion of the artificial reef of the present invention, by shelving from the seabed and storing the stone material by a member, does not cause a decrease in the function of the masonry portion due to movement and accumulation of sand and mud, By arranging the upwelling flow generating member, an upwelling current and a vortex are generated to supply oxygen to the masonry portion and to have an effective structure for plankton and spore formation of seaweed. Further, a shaded space is formed below the masonry area as a habitat, hideout, and resting place for fish and shellfish. Considering the amount of stone and its effect, the stone in the masonry section was designed to be effective with a small amount of use.

【0008】[0008]

【発明の実施の形態】次に、添付した図面を参照しつ
つ、本発明を具体化した実施の形態につき説明し、本発
明の理解に供する。ここで、図1は本発明の一実施の形
態に係る人工魚礁の斜視図、図2は同人工魚礁の平面
図、図3は同人工魚礁の正面図、図4(A)〜(C)は
同人工魚礁のブロック体の正面図、平面図、側面図、図
5は同人工魚礁の湧昇流発生部材の平面図、図6は同人
工魚礁の湧昇流発生部材の組み立て状態を示す正面図、
図7は同人工魚礁の格子底の平面図、図8は同人工魚礁
の格子底の正面図、図9は同人工魚礁の連結部材の正面
図、図10は同人工魚礁の連結部材の平面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the accompanying drawings to provide an understanding of the present invention. Here, FIG. 1 is a perspective view of the artificial reef according to one embodiment of the present invention, FIG. 2 is a plan view of the artificial reef, FIG. 3 is a front view of the artificial reef, and FIGS. 4 (A) to 4 (C). Is a front view, a plan view, and a side view of a block body of the artificial reef, FIG. 5 is a plan view of an upwelling member of the artificial reef, and FIG. 6 is an assembled state of an upwelling member of the artificial reef. Front view,
7 is a plan view of a lattice bottom of the artificial reef, FIG. 8 is a front view of a lattice bottom of the artificial reef, FIG. 9 is a front view of a connecting member of the artificial reef, and FIG. 10 is a plan view of a connecting member of the artificial reef. FIG.

【0009】図1〜図3に示すように、本発明の一実施
の形態に係る人工魚礁10は、中央部に配置される湧昇
流発生部材11と、湧昇流発生部材11の4方外側に配
置されたコンクリート(鉄筋コンクリートを含む)から
なる4つの立体格子状のブロック体12〜15と、隣合
うブロック体12〜15の側外部を連結する連結部材1
6と、ブロック体12〜15の上位置に形成された石積
部17〜20に配置される多数の自然石21とを有して
いる。以下、これらについて詳しく説明する。図1〜図
3、図5及び図6に示すように、湧昇流発生部材11
は、厚みが6〜12mm程度の鉄板からなって、平面視
してクロス状となった4つの羽根板部23を有し、その
中央部分(即ち交叉部分)を二等辺山形鋼からなる4本
の補強材24が溶接されている。湧昇流発生部材11を
構成する各羽根板部23は平行四辺形状となって、上辺
25及び下辺26が中側辺27に対して約30〜60度
程度の傾斜角度θになっている。この4つの羽根板部2
3を組み合わせることによって、中央部が周辺部より徐
々に高くなる山形状となった湧昇流発生部材11が形成
されている。この湧昇流発生部材11の周囲には外方に
延長されている取付け板部28が形成され、この部分に
は取付け孔29、30がそれぞれ形成されている。
As shown in FIGS. 1 to 3, an artificial reef 10 according to an embodiment of the present invention has a spring generating member 11 disposed at a central portion and four directions of a spring generating member 11. Four three-dimensional lattice-shaped blocks 12 to 15 made of concrete (including reinforced concrete) arranged on the outside, and a connecting member 1 for connecting the sides and outsides of the adjacent blocks 12 to 15
6 and a large number of natural stones 21 arranged on masonry portions 17 to 20 formed above the block bodies 12 to 15. Hereinafter, these will be described in detail. As shown in FIG. 1 to FIG. 3, FIG. 5 and FIG.
Has four blade plate portions 23 formed of an iron plate having a thickness of about 6 to 12 mm and formed in a cross shape in a plan view, and the central portion (that is, the intersection portion) is formed of four isosceles angle irons. Are welded. Each blade plate portion 23 constituting the upwelling flow generating member 11 has a parallelogram shape, and the upper side 25 and the lower side 26 have an inclination angle θ of about 30 to 60 degrees with respect to the middle side 27. These four blades 2
By combining the three, the upwelling flow generating member 11 having a mountain shape in which the central portion is gradually higher than the peripheral portion is formed. A mounting plate portion 28 extending outward is formed around the upwelling flow generating member 11, and mounting holes 29 and 30 are formed in this portion.

【0010】この湧昇流発生部材11を中心にして4方
に対向して固着配置されるコンクリート製のブロック体
12(13〜15も同様)は、図1〜図4(A)〜
(C)に示すように、土台(底部)となる4辺を有する
矩形土台部31と、これの上方に配置される石積部17
(18〜20)を構成する平面視して矩形の上枠部33
と、これらを内外から連結支持する垂直柱部34及び傾
斜柱部35とを有している。この矩形土台部31の表側
の部材31aは、他の部材と比較して高さを有するの
で、裏側のコンクリート面31bは幼稚仔魚等の魚類が
害敵種から逃れるための遮蔽面となり、それから形成さ
れる陰影によっても良好な隠れ場となる。また、上枠部
33の横幅は矩形土台部31の横幅と同一となっている
が、上枠部33の縦方向(半径方向)の幅は矩形土台部
31の縦方向の幅より狭くなっている。従って、傾斜柱
部35を有している側面は、下部の矩形土台部31から
上部の石積部17にかけ、垂直面に対して30〜50度
程度の傾斜面を形成している。左右の垂直柱部34には
斜め垂直壁面36を有し、この部分には上下に貫通孔3
7、38がそれぞれ設けられている。斜め垂直壁面36
の幅は前記した湧昇流発生部材11の取付け板部28の
幅と略同一となって、取付け孔29、30の位置及び直
径が貫通孔37、38と符合するようになっている。ま
た、上枠部33の内外の長手材39、40には上下に挿
通する貫通孔41、42がそれぞれ設けられ、両側の傾
斜柱部35の上下にも、連結部材16を取付けるための
埋め込み長ナット35a、35b(又は貫通孔)が設け
られている。
The concrete block 12 (also 13 to 15) fixedly arranged in four opposing directions with the upwelling flow generating member 11 as a center is shown in FIGS.
As shown in (C), a rectangular base portion 31 having four sides serving as a base (bottom portion) and a masonry portion 17 disposed above the base portion 31 are provided.
(18-20) Upper frame 33 of a rectangular shape in plan view
And a vertical column portion 34 and an inclined column portion 35 for connecting and supporting these from inside and outside. The member 31a on the front side of the rectangular base portion 31 has a height compared to the other members, so that the concrete surface 31b on the back side is a shielding surface for fish such as juvenile larvae to escape from harmful species, and formed therefrom. A good hiding place is also provided by the shadows that are cast. The width of the upper frame 33 is the same as the width of the rectangular base 31, but the width of the upper frame 33 in the vertical direction (radial direction) is smaller than the width of the rectangular base 31 in the vertical direction. I have. Therefore, the side surface having the inclined column portion 35 extends from the lower rectangular base portion 31 to the upper masonry portion 17 and forms an inclined surface of about 30 to 50 degrees with respect to the vertical plane. The left and right vertical column portions 34 have diagonal vertical wall surfaces 36, and the through holes 3
7, 38 are provided respectively. Diagonal vertical wall 36
Is substantially the same as the width of the mounting plate 28 of the upwelling flow generating member 11 described above, and the positions and diameters of the mounting holes 29 and 30 correspond to the through holes 37 and 38. Further, through holes 41 and 42 are provided in the longitudinal members 39 and 40 inside and outside of the upper frame portion 33 so as to penetrate vertically, respectively. Nuts 35a and 35b (or through holes) are provided.

【0011】図2に示すように、前記石積部17は周囲
の上枠部33と底部の格子底43とで構成されている。
格子底43は、図7、図8に示すように、縦横に所定間
隔で配置された平鋼44、45と、途中位置に縦方向に
設けられた山形鋼47、48とを有し、これらは溶接さ
れて一体構造となっている。山形鋼47、48にはそれ
ぞれ貫通孔49、50が設けられているが、これらの貫
通孔49、49と貫通孔50、50は前記した上枠部3
3の貫通孔41、42に符合し、上下に貫通する図示し
ないボルトとナットによって格子底43を上部枠33の
底部に固定できる構造となっている。
As shown in FIG. 2, the masonry portion 17 comprises a surrounding upper frame portion 33 and a bottom lattice bottom 43.
As shown in FIGS. 7 and 8, the lattice bottom 43 has flat steels 44 and 45 arranged at predetermined intervals in the vertical and horizontal directions, and angle steels 47 and 48 provided in the middle position in the vertical direction. Are welded to form an integral structure. The angle irons 47 and 48 are provided with through holes 49 and 50, respectively, and these through holes 49 and 49 and the through holes 50 and 50 are
3, the lattice bottom 43 is fixed to the bottom of the upper frame 33 by bolts and nuts (not shown) penetrating vertically.

【0012】図1〜図3に示すように、4方に組まれた
ブロック体12〜15は隣り合うブロック体12〜15
の側外部が連結部材16によって連結されている。この
連結部材16を図9、図10に示すが、上下の山形鋼か
らなる上梁材51と下梁材52とこれらの中間部を連結
する溝形鋼からなる斜め材53とを有している。下梁材
52は上梁材51より長さが長く、上梁材51及び下梁
材52の両端部にはそれぞれ斜めに取付け板54、55
が設けられ、この取付け板54、55にブロック材12
〜15に設けられた埋め込み長ナット35a、35bに
螺合するボルトが挿通する貫通孔56、57が設けられ
ている。従って、左右の取付け板54、55の交叉角度
は90度となっている。
As shown in FIG. 1 to FIG. 3, the block members 12 to 15 assembled in four directions are adjacent to the block members 12 to 15.
Are connected by a connecting member 16. This connecting member 16 is shown in FIG. 9 and FIG. 10, and has an upper beam member 51 and a lower beam member 52 made of upper and lower angle irons, and an oblique member 53 made of a channel steel connecting these intermediate parts. I have. The lower beam 52 is longer than the upper beam 51, and mounting plates 54, 55 are provided diagonally on both ends of the upper beam 51 and the lower beam 52, respectively.
Are provided on the mounting plates 54 and 55.
15 are provided with through holes 56 and 57 through which bolts screwed to the embedded long nuts 35a and 35b are inserted. Therefore, the crossing angle between the left and right mounting plates 54 and 55 is 90 degrees.

【0013】次に、この人工魚礁10の製造方法及び組
み立て方法について説明する。4つのブロック体12〜
15、湧昇流発生部材11、4つの格子底43及び4つ
の連結部材16は予め陸上(工場)で製造しておく。そ
して、海岸脇のヤードでこれらを組み立てることになる
が、まず4つのブロック体12〜15を図2に示すよう
に、隣り合う各ブロック体12〜15の垂直柱部34が
向かい会うようにして配置する。各ブロック体12〜1
5の垂直柱部34の間には上部から湧昇流発生部材11
の取付け板部28が嵌入する隙間を設けておく。この状
態で、中央上部に湧昇流発生部材11を下ろし、取付け
板部28を各ブロック体12〜15の垂直柱部34の隙
間(即ち、連結部)に嵌入する。取付け板部28に形成
されている取付け孔29、30の位置と垂直柱部34に
形成されている貫通孔37、38との位置を符合させ、
図示しない長ボルトを隣り合うブロック体12〜15の
垂直柱部34に貫通させてナットを螺合させてねじ固定
する。これによって、4つのブロック体12〜15が連
結され、湧昇流発生部材11がブロック体12〜15の
中央上部に組み付けられる。
Next, a method for manufacturing and assembling the artificial reef 10 will be described. Four blocks 12 ~
15, the upwelling flow generating member 11, the four grid bottoms 43, and the four connecting members 16 are manufactured in advance on land (at a factory). Then, these are assembled in the yard beside the coast. First, as shown in FIG. 2, the four block bodies 12 to 15 are arranged so that the vertical pillar portions 34 of the adjacent block bodies 12 to 15 face each other. Deploy. Each block body 12-1
5 between the vertical column portions 34 from above.
A gap is provided in which the mounting plate 28 is fitted. In this state, the upwelling flow generating member 11 is lowered to the upper center, and the mounting plate portion 28 is fitted into the gap (that is, the connecting portion) between the vertical columns 34 of the blocks 12 to 15. The positions of the mounting holes 29 and 30 formed in the mounting plate portion 28 and the positions of the through holes 37 and 38 formed in the vertical column portion 34 are matched with each other,
A long bolt (not shown) is passed through the vertical column portion 34 of the adjacent block bodies 12 to 15, and a nut is screwed into the nut to fix it. As a result, the four blocks 12 to 15 are connected, and the upwelling flow generating member 11 is assembled on the upper center of the blocks 12 to 15.

【0014】そして、隣り合うブロック体12〜15の
側外部(上部及び下部)を、図1、図2に示すように連
結部材16が連結する。この連結は連結部材16の上下
の取付け板54、55に形成された貫通孔56、57に
ボルトを挿通し、各ブロック体12〜15の傾斜柱部3
5に設けられた埋め込み長ナット35a、35bに螺合
させることによって行う。これによって、隣り合うブロ
ック体12〜15の側外部の部分に魚の住処となる魚礁
空間が形成される。この後、各ブロック体12〜15の
上枠部33の底面に格子底43を取付ける。この格子底
43の取付けは、符合する上枠部33の貫通孔41、4
2と格子底43の貫通孔49、50に図示しないボルト
を挿通し、その端部にナットを螺合させることによって
行う。これによって、各ブロック体12〜15にそれぞ
れ石積部17〜20が形成されるので、適当な大きさの
自然石21等を入れる。これによって人工魚礁10が完
成するので、船で所定の場所に搬送し、クレーンで吊っ
て所定の海底に下ろす。
The connecting members 16 connect the outer sides (upper and lower) of the adjacent blocks 12 to 15 as shown in FIGS. For this connection, bolts are inserted through through holes 56 and 57 formed in the upper and lower mounting plates 54 and 55 of the connecting member 16, and the inclined column portions 3 of the block bodies 12 to 15 are connected.
5 by screwing into the embedded long nuts 35a and 35b. As a result, a reef space serving as a habitat for fish is formed in a portion outside the sides of the adjacent block bodies 12 to 15. Thereafter, the lattice bottom 43 is attached to the bottom surface of the upper frame 33 of each of the blocks 12 to 15. The attachment of the lattice bottom 43 is performed by fitting the through holes 41, 4
This is performed by inserting a bolt (not shown) into the through holes 49 and 50 of the grid bottom 43 and the lattice bottom 43 and screwing a nut to the end. As a result, the masonry portions 17 to 20 are formed in each of the block bodies 12 to 15, respectively. As a result, the artificial reef 10 is completed, and is conveyed to a predetermined place by a boat, suspended by a crane and lowered to a predetermined seabed.

【0015】海底にある人工魚礁10はブロック体12
〜15の周囲は傾斜柱部35によって中央上がりの斜め
に形成され、湧昇流発生部材11は全体として山形状に
形成されているので、全体として山形状となって、操業
中の漁網やロープ等が引っ掛からない構造となってい
る。そして、各ブロック体12〜15には空間部が形成
されていると共に、ブロック体12〜15で囲まれる空
間部が存在し、更にはその上に湧昇流発生部材11が設
けられているので、この部分で湧昇流が発生し、魚によ
り良い環境を形成することができる。湧昇流発生部材1
1はブロック体12〜15から突出しているが、各羽根
板部23は平行四辺形となっているので、湧昇流発生部
材11の下方に、湧昇流発生部材11の上部が嵌入可能
な空間を形成し、これによって、図3に示すように、複
数の人工魚礁10を積み重ねることができる。その結
果、船上において、人工魚礁10を積み重ねができるた
め、人工魚礁10の設置場所までの船による移送の航海
数を削減できる。
The artificial reef 10 on the seabed is a block 12
Since the periphery of 〜15 is formed diagonally upward in the center by the inclined column portion 35, and the upwelling flow generating member 11 is formed in a mountain shape as a whole, it becomes a mountain shape as a whole, and the fishing net and ropes in operation are formed. Etc. are not caught. Since a space is formed in each of the blocks 12 to 15, a space surrounded by the blocks 12 to 15 exists, and the upwelling flow generating member 11 is further provided thereon. The upwelling current occurs in this part, and a better environment can be formed for fish. Upwelling member 1
Although 1 protrudes from the block bodies 12 to 15, each blade plate portion 23 has a parallelogram shape, so that the upper part of the upwelling flow generating member 11 can be fitted below the upwelling flow generating member 11. A space is formed, whereby a plurality of artificial reefs 10 can be stacked as shown in FIG. As a result, since the artificial reefs 10 can be stacked on the ship, the number of voyages of transportation by the ship to the installation location of the artificial reefs 10 can be reduced.

【0016】以上、本発明の実施の形態を具体的に説明
したが、本発明はこの実施の形態に限定されるものでは
なく、本発明の要旨を変更しない範囲での変更を行うこ
とも可能である。例えば、この実施の形態においては、
連結部材16はボルトを埋め込み長ナット35a、35
bによってブロック体12〜15に固定したが、傾斜柱
部35に貫通孔を形成し、直接ボルトとナットによって
固定することもできる。更に、連結部材の形状もこの実
施の形態に限定されるものではなく、その他の構成部材
によって形成することもできる。なお、前記実施の形態
においては、金属部材に鋼材を使用したが、ステンレス
鋼材等を使用し、更に寿命を延長することも可能であ
る。
Although the embodiment of the present invention has been specifically described above, the present invention is not limited to this embodiment, and changes can be made without departing from the gist of the present invention. It is. For example, in this embodiment,
The connecting member 16 has bolts embedded therein and long nuts 35a, 35a.
Although fixed to the block bodies 12 to 15 by b, it is also possible to form a through hole in the inclined column 35 and fix it directly with bolts and nuts. Further, the shape of the connecting member is not limited to this embodiment, but may be formed by other constituent members. In the above-described embodiment, a steel material is used as the metal member. However, a stainless steel material or the like may be used to further extend the life.

【0017】[0017]

【発明の効果】請求項1〜4記載の人工魚礁において
は、各々に石積部を有するコンクリート又は鉄筋コンク
リートからなるブロック体を主体とし、中央に湧昇流発
生部材を組み合わせて構成しているので、より有効な魚
礁空間及び湧昇流の発生空間を確保できる人工魚礁を提
供できる。そして、組合わさった状態のブロック体の外
側面には傾斜柱部があり、ブロック体上部に突出する湧
昇流発生部材は山形状となっているので、人工魚礁全体
が山形状となり、操業中の漁網やロープ等が引っ掛かり
難い。更には、中央上部にある湧昇流発生部材の下方
は、同一形状の湧昇流発生部材の上部が嵌入する空間が
あるので、複数の人工魚礁を積み重ねることができる。
これによって保管スペースや船上での搭載スペースを減
少することができる。このように、人工魚礁において
は、平面視してクロス状で中央部が周囲より徐々に高く
なった山形状の湧昇流発生部材は、流動場の制御に優れ
ており、底層の栄養塩を巻き上げる湧昇流を更に上方に
まで発生させたり、石積部の高さより潮流の抵抗面を高
くすることにより湧昇流となる水塊が増大し、湧昇流発
生部材より前方の石積部にまで上昇する流れが通過する
ことから、石材へのプランクトンや海藻類の胞子の着
生、及び酸素の供給を促進させる。この時、湧昇流発生
部材の両脇、及び後方の石積部については、湧昇流発生
部材が山形状であることで、潮流が廻り込み易いため、
着生機能が阻害されることはない。また、水平方向のど
の角度からみても湧昇流発生部材の前方に石積部が配置
された構造であることから、上記の湧昇流発生部材の石
積部にもたらす効果は潮流の進入方向を選ばない。更
に、潮流の抵抗面を拡大することは、魚礁後方の後流域
においてより広範囲に栄養塩を移送させる渦流域、及び
滞留域を形成させ、プランクトンの増殖に伴う集魚効果
を促進できる。特に、請求項2記載の人工魚礁において
は、湧昇流発生部材が4つのブロック体の連結部まで延
長され、湧昇流発生部材の4つの最外部がブロック体の
連結部で、ブロック体と共にねじによって固定されてい
るため、ブロック体と湧昇流発生部材との組み立てが比
較的簡単な作業で行える。請求項3記載の人工魚礁にお
いては、石積部の底部に金属製の格子底が設けられてい
るために、底部に適切な隙間を形成して石積部を形成で
き、これによって石積部に上昇流や下降流を発生させ、
内部酸素を確保して藻や魚の生息環境を確保できる。そ
して、請求項4記載の人工魚礁は、隣り合うブロック体
が、上梁材と、上梁材より長い下梁材で連結され、さら
に、この上梁材と下梁材を斜め材で連結しているため、
人工魚礁の側面の斜め状態を保ちながら、隣り合うブロ
ック体の側部に魚礁空間を形成できる。
According to the artificial reefs of the first to fourth aspects of the present invention, each of the artificial reefs is mainly composed of a block body made of concrete or reinforced concrete having a masonry portion, and a combination of a spring generating member at the center. It is possible to provide an artificial fish reef that can secure a more effective fish reef space and an upwelling flow generation space. There is an inclined column on the outer surface of the block body in the combined state, and the upwelling flow generating member projecting at the top of the block body has a mountain shape, so the entire artificial fish reef has a mountain shape, Fishing nets and ropes are difficult to catch. Furthermore, since there is a space below the upwelling flow generating member at the upper center, in which the upper part of the upwelling flow generating member of the same shape fits, a plurality of artificial reefs can be stacked.
Thereby, the storage space and the mounting space on the ship can be reduced. In this way, in artificial reefs, the mountain-shaped upwelling flow generating member, which is cross-shaped in plan view and whose central part is gradually higher than its surroundings, is excellent in controlling the flow field, and removes nutrient salts in the bottom layer. By generating the upwelling current that rises further upward or by increasing the resistance surface of the tidal current from the height of the masonry, the water mass that becomes the upwelling increases, and the masonry part ahead of the upwelling flow generating member As the ascending flow passes, it promotes plankton and seaweed spore formation on the stone and oxygen supply. At this time, with respect to the masonry portion on both sides of the upwelling flow generating member and the back, since the upwelling flow generating member has a mountain shape, the tidal current can easily flow around,
The epidermal function is not inhibited. In addition, since the masonry portion is arranged in front of the upwelling flow generating member from any angle in the horizontal direction, the effect of the upwelling flow generating member on the masonry portion depends on the direction in which the tidal current enters. Absent. Further, increasing the resistance surface of the tidal current can form a swirl zone and a stagnant zone for transporting nutrients more widely in the wake area behind the fish reef, and can promote the effect of collecting fish accompanying plankton propagation. In particular, in the artificial reef according to claim 2, the upwelling flow generating member is extended to the connecting portion of the four blocks, and the four outermost of the upwelling generating member are the connecting portions of the block, together with the block. Since it is fixed by screws, assembly of the block body and the upwelling flow generating member can be performed by relatively simple work. In the artificial reef according to the third aspect, since the metal lattice bottom is provided at the bottom of the masonry portion, an appropriate gap can be formed at the bottom to form the masonry portion. Or a downward flow,
By securing internal oxygen, the habitat of algae and fish can be secured. In the artificial reef according to the fourth aspect, adjacent blocks are connected by an upper beam and a lower beam longer than the upper beam, and further, the upper beam and the lower beam are connected by an oblique member. Because
A fish reef space can be formed on the side of the adjacent block while maintaining the oblique state of the side of the artificial reef.

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

【図1】本発明の一実施の形態に係る人工魚礁の斜視図
である。
FIG. 1 is a perspective view of an artificial reef according to an embodiment of the present invention.

【図2】同人工魚礁の平面図である。FIG. 2 is a plan view of the artificial reef.

【図3】同人工魚礁を重ねる場合の説明図である。FIG. 3 is an explanatory diagram in a case where the artificial reefs are overlaid.

【図4】(A)〜(C)はそれぞれ同人工魚礁のブロッ
ク体の正面図、平面図、側面図である。
FIGS. 4A to 4C are a front view, a plan view, and a side view of a block body of the artificial reef, respectively.

【図5】同人工魚礁の湧昇流発生部材の平面図である。FIG. 5 is a plan view of an upwelling member of the artificial fish reef.

【図6】同人工魚礁の湧昇流発生部材の正面図である。FIG. 6 is a front view of an upwelling member of the artificial fish reef.

【図7】同人工魚礁の格子底の平面図である。FIG. 7 is a plan view of a lattice bottom of the artificial reef.

【図8】同人工魚礁の格子底の正面図である。FIG. 8 is a front view of the lattice bottom of the artificial reef.

【図9】同人工魚礁の連結部材の正面図である。FIG. 9 is a front view of a connecting member of the artificial reef.

【図10】同人工魚礁の連結部材の平面図である。FIG. 10 is a plan view of a connecting member of the artificial reef.

【符号の説明】[Explanation of symbols]

10:人工魚礁、11:湧昇流発生部材、12〜15:
ブロック体、16:連結部材、17〜20:石積部、2
1:自然石、23:羽根板部、24:補強材、25:上
辺、26:下辺、27:中側辺、28:取付け板部、2
9、30:取付け孔、31:矩形土台部、31a:部
材、31b:コンクリート面、33:上枠部、34:垂
直柱部、35:傾斜柱部、35a、35b:埋め込み長
ナット、36:斜め垂直壁面、37、38:貫通孔、3
9、40:長手材、41、42:貫通孔、43:格子
底、44、45:平鋼、47、48:山形鋼、49、5
0:貫通孔、51:上梁材、52:下梁材、53:斜め
材、54、55:取付け板、56、57:貫通孔
10: Artificial fish reef, 11: Upwelling material, 12-15:
Block body, 16: connecting member, 17-20: masonry part, 2
1: natural stone, 23: blade plate part, 24: reinforcing material, 25: upper side, 26: lower side, 27: middle side, 28: mounting plate part, 2
9, 30: mounting hole, 31: rectangular base, 31a: member, 31b: concrete surface, 33: upper frame, 34: vertical column, 35: inclined column, 35a, 35b: embedded long nut, 36: Oblique vertical wall surface, 37, 38: through hole, 3
9, 40: elongated material, 41, 42: through hole, 43: lattice bottom, 44, 45: flat steel, 47, 48: angle iron, 49, 5
0: Through hole, 51: Upper beam material, 52: Lower beam material, 53: Diagonal material, 54, 55: Mounting plate, 56, 57: Through hole

───────────────────────────────────────────────────── フロントページの続き (72)発明者 久村 勝彦 山口県長門市東深川153番地田屋 県営住 宅4棟301号 (72)発明者 末永 晶洋 山口県長門市通889 (72)発明者 君川 佳司 福岡県北九州市小倉南区長尾5丁目4番18 号 Fターム(参考) 2B003 AA01 BB03 BB08 CC01 DD01 DD02 EE04  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Katsuhiko Hisamura 153 Higashi Fukagawa, Nagato-shi, Yamaguchi 4th house, Prefectural Housing, No. 301 (72) Inventor Akihiro Suenaga 889, Nagato-shi, Yamaguchi, Japan 889 (72) Inventor Keiji Kimikawa F-term (reference) 5-4-18 Nagao, Kokura-minami-ku, Kitakyushu-shi, Fukuoka 2B003 AA01 BB03 BB08 CC01 DD01 DD02 EE04

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 金属部材からなり、中央上部に配置され
て湧昇流を発生させ、平面視してクロス状となって中央
部が周囲より徐々に高くなった山形状の湧昇流発生部材
と、前記湧昇流発生部材を中心としてその4方に対向し
て固着配置され、底部は4辺を有する矩形土台部となっ
て、その内外にそれぞれ立設された垂直柱部及び傾斜柱
部によって支持される平面視して矩形の石積部を有し、
主体がコンクリート又は鉄筋コンクリートからなる立体
格子状のブロック体と、隣り合う前記ブロック体の側外
部を連結する金属製の連結部材とを有することを特徴と
する人工魚礁。
1. A mountain-shaped upwelling flow generating member which is made of a metal member and is arranged at an upper central portion to generate an upwelling flow, is cross-shaped in plan view, and has a central portion gradually higher than the surroundings. A vertical base portion and a slanted column portion which are fixedly arranged facing the four sides of the upwelling flow generating member so as to be opposed to each other, and have a bottom portion as a rectangular base portion having four sides, and standing up and down inside and outside thereof, respectively. Having a rectangular masonry portion in plan view supported by
An artificial fish reef comprising: a three-dimensional lattice-like block body mainly made of concrete or reinforced concrete; and a metal connecting member for connecting the side and outside of the adjacent block body.
【請求項2】 請求項1記載の人工魚礁において、前記
湧昇流発生部材は、前記4つのブロック体の連結部まで
外方に延長され、隣り合う前記ブロック体を連結するね
じによって固定されていることを特徴とする人工魚礁。
2. The artificial reef according to claim 1, wherein said upwelling flow generating member is extended outward to a connecting portion of said four block bodies, and is fixed by screws connecting said adjacent block bodies. Artificial reef,
【請求項3】 請求項1又は2記載の人工魚礁におい
て、前記石積部の底部には、金属部材からなる格子底が
設けられていることを特徴とする人工魚礁。
3. The artificial fish reef according to claim 1, wherein a lattice bottom made of a metal member is provided at a bottom of said masonry portion.
【請求項4】 請求項1〜3のいずれか1項に記載の人
工魚礁において、前記連結部材は、隣り合う前記ブロッ
ク体の上部を連結する上梁材と、隣り合う前記ブロック
体の下部で外側を連結し、該上梁材より長さの長い下梁
材と、該上梁材及び下梁材の中間部を連結する斜め材と
を有することを特徴とする人工魚礁。
4. The artificial reef according to claim 1, wherein the connecting member includes an upper beam connecting an upper portion of the adjacent block and a lower portion of the adjacent block. An artificial reef having a lower beam member connected to the outside and having a longer length than the upper beam member, and an oblique member connecting an intermediate portion between the upper beam member and the lower beam member.
JP28678099A 1999-10-07 1999-10-07 Artificial reef Expired - Fee Related JP4183862B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28678099A JP4183862B2 (en) 1999-10-07 1999-10-07 Artificial reef

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28678099A JP4183862B2 (en) 1999-10-07 1999-10-07 Artificial reef

Publications (2)

Publication Number Publication Date
JP2001103862A true JP2001103862A (en) 2001-04-17
JP4183862B2 JP4183862B2 (en) 2008-11-19

Family

ID=17708965

Family Applications (1)

Application Number Title Priority Date Filing Date
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002354952A (en) * 2001-06-01 2002-12-10 Taisei Corp Artificial alga field
JP2006230341A (en) * 2005-02-28 2006-09-07 Jfe Steel Kk Aquatic organism-inserting utensil and method for producing the same
JP2008167731A (en) * 2007-01-10 2008-07-24 Junji Kuwamoto Internally fish-living space-forming stone-cast fishbank
KR100818980B1 (en) * 2007-06-19 2008-04-04 김종화 Shelter for sea farm
CN102293171A (en) * 2011-06-29 2011-12-28 大连海洋大学 Artificial sea cucumber fishing rock and manufacture method
CN102293171B (en) * 2011-06-29 2013-04-24 大连海洋大学 Artificial sea cucumber fishing rock and manufacture method
CN110050741A (en) * 2019-06-03 2019-07-26 中国水产科学研究院黑龙江水产研究所 A kind of cold water fishes enhancement releasing seed protection device
CN112889729A (en) * 2021-04-16 2021-06-04 大连理工大学 Artificial fish reef for promoting water body mixing effect
CN114411621A (en) * 2022-01-27 2022-04-29 中国水产科学研究院黄海水产研究所 Assembled spiral reef for promoting water body exchange
CN114411621B (en) * 2022-01-27 2022-11-22 中国水产科学研究院黄海水产研究所 Assembled spiral reef for promoting water body exchange
KR102657734B1 (en) * 2024-02-14 2024-04-15 권상식 Marine Ecological Blocks Immobilized with Combined Use Microorganisms
KR102657732B1 (en) * 2024-02-14 2024-04-15 권상식 Method of fabrication of marine ecological block immobilized with complex useful microorganism

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