JPS5974936A - Algae field bank prevented from wash digging - Google Patents

Algae field bank prevented from wash digging

Info

Publication number
JPS5974936A
JPS5974936A JP57184683A JP18468382A JPS5974936A JP S5974936 A JPS5974936 A JP S5974936A JP 57184683 A JP57184683 A JP 57184683A JP 18468382 A JP18468382 A JP 18468382A JP S5974936 A JPS5974936 A JP S5974936A
Authority
JP
Japan
Prior art keywords
reef
concrete
block
seaweed bed
scour
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
JP57184683A
Other languages
Japanese (ja)
Other versions
JPH0236211B2 (en
Inventor
鈴木 哲緒
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.)
HOKURIKU JISHIYO KK
Original Assignee
HOKURIKU JISHIYO KK
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 HOKURIKU JISHIYO KK filed Critical HOKURIKU JISHIYO KK
Priority to JP57184683A priority Critical patent/JPS5974936A/en
Publication of JPS5974936A publication Critical patent/JPS5974936A/en
Publication of JPH0236211B2 publication Critical patent/JPH0236211B2/ja
Granted 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

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は我が国の沿岸漁業振興を促進するに最も必要
である砂浜海域σ)虱場造成に欠く事のできない洗堀防
止藻場礁に関1−4)もσ)てル、イ・。
[Detailed Description of the Invention] This invention relates to the sandy sea area σ) which is most necessary for promoting the development of coastal fisheries in Japan. 1-4) also relates to scouring prevention seaweed bed reefs that are indispensable for the creation of lice beds σ) Hello, Lee.

200浬力・海洋積載として現実化している今日、我が
国に於(・て沿岸漁業の振興をはかる以外に漁獲量の安
定はな(・と(・1)ても過言でな(・13ところで、
我が国の沿岸はすべて魚貝類の棲息にふされしく・漁場
とは言えない。もちろん工業地帯沿岸の旧来の漁場は魚
貝類の棲息環境にない事は当然の実態であるが日本列島
各地に見る砂浜地帯も漁場としては不毛の海域とされて
し・ろ。もちろんわずがな魚貝類が一部に棲息するが、
その量は漁獲量の数値としてあげるに価しンハ・もσ)
である。ここにお(・て沿岸漁業の漁獲量の向上をはか
るには海の砂漠と称されるこの砂浜海域を有用な水産生
物σ)棲息の海域として活用才ろことが必要になってく
る。
Nowadays, it is no exaggeration to say that the only way to stabilize the catch of fish in Japan is to promote coastal fishing, which has become a reality with 200 seawater loading and ocean loading (・1).
All of Japan's coasts are suitable habitats for fish and shellfish and cannot be called fishing grounds. Of course, it is true that the traditional fishing grounds along the coasts of industrial areas are not habitats for fish and shellfish, but the sandy beaches found throughout the Japanese archipelago are also considered barren waters for fishing. Of course, there are some small fish and shellfish that live there,
The amount is worth mentioning as a numerical value of the catch.
It is. In order to improve the catch of coastal fisheries, it is necessary to utilize this sandy sea area, known as the desert of the sea, as a habitat for useful aquatic life.

砂浜を良も・漁場として開発するには、まずそれらσ)
砂浜海域に動植物のプランクトンが旺盛に繁殖し、海洋
動物の幼生がこれらθ)植物を摂飼−4−イ)ことによ
って成長生育1−ると(・う動植物σ)41.命循環の
基篩的環境を人工的に造ることにある。づ−なわち砂浜
海域におり・て魚貝類の増繁殖を求めようと1−るなら
ばこれら魚貝類の生命維持と成長に必要な原生動物植物
の幼生が棲息てきイ)ように砂浜の海底環境を変る必要
がある。
In order to develop a sandy beach as a good fishing ground, first of all, those σ)
Plant and animal plankton proliferate actively in the sandy sea area, and the larvae of marine animals feed on these θ) plants and grow by feeding on these θ) plants. The aim is to artificially create an environment that is fundamental to the cycle of life. In other words, if we are trying to reproduce fish and shellfish in the sandy sea area, the larvae of protozoa and plants that are necessary for the life support and growth of these fish and shellfish will live in the sandy seabed. We need to change our environment.

海洋中に浮遊する原生動物幼生が植物プランクトン、珪
藻類の摂飼を容易にでき、こ牙1らの幼生が中間育成さ
ね成熟1−4)には黄藻イ直物に属する珪藻類が海中物
体に付着して初めて原生動物σ)餌場となり、炎藻植物
に属する渦鞭毛藻類藍藻植物または緑藻類褐藻類が多量
に棲息しはじめて魚貝類の棲息環境となるのである。従
って砂浜海域に良好な漁場を造成′fろためには、藻類
を光合成とそねそれ生命呼吸によって繁殖させる必要か
ら、砂浜海域に洗堀σ)ブjい礁σ)設置が必要になっ
てくる。
Protozoan larvae floating in the ocean can easily feed on phytoplankton and diatoms, and during intermediate growth and maturity (1-4), diatoms belonging to the yellow algae species are present. It becomes a feeding ground for protozoa only when it attaches to underwater objects, and it becomes a habitat for fish and shellfish only when dinoflagellate cyanobacteria or green algae and brown algae, which belong to the pyrophytes, begin to inhabit in large quantities. Therefore, in order to create a good fishing ground in the sandy sea area, it is necessary for algae to reproduce through photosynthesis and life respiration, and therefore it is necessary to install scours (σ) and reefs (σ) in the sandy sea area. come.

一般に砂浜海域は漂砂が多(、従来σ)コンクリート材
、石材等の垂平式で安定を求めた人工礁では、人工礁を
砂浜海域に沈設置しても洗堀埋没してしまし・、砂浜海
域の繰鴨開発は困難をきたして(・た。また漁場造成を
目的とした藻場の造成は幼稚仔の育成に欠く事のできな
(・環境造成であることから、その造成水深は3m〜1
0mと浅く、波の運動が海底まで作用し、砂粒子が波の
進行方向に往復連動ずろため1曲θ)あ2)部分は砂粒
子により擦られろとし・うこともあつ プこ。
In general, there is a lot of drifting sand in sandy sea areas (conventionally, σ).If an artificial reef is made of concrete, stone, etc. and is made of vertical type to ensure stability, even if the artificial reef is installed in a sandy sea area, it will be washed away and buried. The development of duck breeding in sandy sea areas has been difficult (・) Also, the creation of seaweed beds for the purpose of creating fishing grounds is indispensable for raising young (・Since it is an environment creation, the water depth to be created is 3m~1
Since it is shallow at 0m, the motion of the waves acts all the way to the seabed, and the sand particles move back and forth in the direction of wave travel, so the first part of the song θ)A2) is likely to be rubbed by the sand particles.

この発明は上述の点にかんがみてなさJまたもθ)で、
内部が空洞で、」二面閉鎖・下面開放の碗を伏せた構造
のコンクリ−1・製人工礁の内部空洞部VCi4水を収
水して海底砂面に沈設し、礁内pこ収水した海水による
流体浮力を得て洗堀を防ぐようπした洗堀防止藻場礁を
提供することを目的と1−イ)。以下図面にもとづいて
この発明の詳細な説明1−る。
This invention does not take into account the above-mentioned points.
The internal hollow part of the artificial reef, which is made of concrete 1 and has a bowl structure with two sides closed and the bottom open, which is hollow inside VCi4, collects water and sinks into the sandy surface of the ocean floor, and collects P water inside the reef. The purpose of the present invention is to provide a scouring-preventing seaweed bed reef that prevents scouring by obtaining fluid buoyancy from seawater. DESCRIPTION OF THE PREFERRED EMBODIMENTS A detailed description of the invention will be given below based on the drawings.

第1図はこの発明の一実施例をなす洗堀防止線)易礁の
全体構成を示す斜視図、第2図は上面図、第3図は第2
図のA−A’線断面図である。
Fig. 1 is a perspective view showing the overall structure of a scour prevention line) which constitutes an embodiment of the present invention, Fig. 2 is a top view, and Fig. 3 is a
It is a sectional view taken along the line AA' in the figure.

同図におし・て、Iは他;本体でアシ、−ff 7 り
IJ −トイ」よりなり、上面閉鎖・下面開放の鈍を伏
ぜた形状をなしておシ、その表面には後述するように、
珪藻類を良好に繁殖させるため硫酸第1鉄による多孔質
酸化層1aが形成さ」1て(・る。
In the same figure, I is composed of a reed on the main body and a flattened shape with a closed top and an open bottom, which will be described later. As you do,
A porous oxide layer 1a is formed with ferrous sulfate to allow diatoms to propagate well.

礁本体1の外周部には同じくコンクリート材からなる1
2本の脚注2か一体に形成されてし・る。
On the outer periphery of the reef body 1, there is also a 1 made of concrete material.
The two footnotes 2 are formed in one piece.

この脚柱2は礁本体1の底面より下方に延びており、こ
の部分が砂中に埋没することにより礁の安定を保ってい
る。上記の人工礁の規模は高さ2・5m、3m、5m、
直径3m、5m、8+−n程度の大きさとするのが良く
、砕波、流砂J)摩擦抵抗を減じるため、礁本体1の上
部、脚柱2の上部・底部に丸味を持たせた形状と才イ)
。また礁本体1の内部J)形状は海水による流体浮力を
得る形状であ」1ばどのような形状の空洞てル、つても
良し・。
This pillar 2 extends downward from the bottom surface of the reef body 1, and maintains the stability of the reef by being buried in the sand. The scales of the above artificial reefs are 2.5m, 3m, 5m in height,
It is best to have a diameter of about 3 m, 5 m, or 8+-n, and the top of the reef body 1 and the top and bottom of the pillars 2 should be rounded to reduce frictional resistance. stomach)
. In addition, the interior of the reef body 1 has a shape that obtains fluid buoyancy from seawater, so any shape of hollow hole can be used.

上記形状構造の礁を海底砂面に沈設するし−は礁本体1
の内部空洞部分に海水を収水して沈設する。沈設初期は
脚柱2が海底の砂中に序々に埋没してゆくが、礁本体1
/7)底部が砂面に接−づると礁本体IJ)内部空洞部
分に収水された市水の流体浮力が12本の脚柱2および
礁七体IJ)重力に対して反撥力として作用し、礁本体
1はそれ以上砂中に埋没することけブエ(・。1−なわ
ち、海水の流体浮力が礁の洗堀を防止することにブよる
。また、脚柱2の形状が」二部・下部共球状に形成さ」
]て(・ろため、脚柱2は波浪波力の分散り)果を生み
円筒形状の礁本体1の中心にかかる波力を減少させる機
能も有して(・ろ。
A reef with the above-mentioned shape and structure is deposited on the sandy surface of the ocean floor.Reef body 1
Seawater is collected in the internal cavity of the vessel and the vessel is submerged. At the initial stage of sinking, the pillars 2 are gradually buried in the sand on the seabed, but the reef body 1
/7) When the bottom of the reef comes into contact with the sand surface, the fluid buoyancy of the city water collected in the inner cavity acts as a repulsive force against the 12 pillars 2 and seven reef bodies IJ) gravity. However, the reef body 1 is prevented from being further buried in the sand (. 1 - In other words, the fluid buoyancy of the seawater prevents the reef from scouring. Also, the shape of the pedestal 2 is... The two parts and the lower part are both spherical in shape.
] The pillar 2 also has the function of dispersing wave force and reducing the wave force applied to the center of the cylindrical reef body 1.

第4図は他の実施例の全体構成を示す斜視図てル)ろ。FIG. 4 is a perspective view showing the overall configuration of another embodiment.

第5図はその上面図、第6図は第5図i11”l B−
B’線断面図である。第4図〜第6図にお(・て、第1
図〜第3図と同じ符号を付した部分は同じ部分を不才σ
)で説明は省略1″る(以下他の図面においても同様と
する)。3はイ庶台で・、コンクリ−1・材か部なる円
筒形状ブロックであり、その外周部には同じくコンクリ
ート材から/、fイ)12本の脚柱2が一体に形成され
ている。
Fig. 5 is its top view, Fig. 6 is Fig. 5 i11''l B-
It is a sectional view taken along the line B'. In Figures 4 to 6,
The parts with the same symbols as in Figures to Figure 3 are the same parts.
), the explanation will be omitted (the same applies to other drawings). 3 is a cylindrical block made of concrete 1 and lumber, and the outer periphery is also made of concrete. From /, f a) Twelve pillars 2 are integrally formed.

こび)脚注2も第1図に示1一実施例と同様に側台3の
底面より下方に延びておシ、この部分が砂中に埋没1−
るようになっている。4ばtiJ記礁台砲台に重ね合わ
せることができるように形成されたコンクリート材から
なる円筒形状のイ5qブロックである。5は」二面閉鎖
・下面開放θ)婉を伏せたよう7j形状の礁頂ブロック
で、礁ブロック4の上に重ね合わせることかできるよう
に形成さ牙1、礁ブロックと同様コンクリート材からフ
、rる。この礁ブロック4、礁頂ブロック5にも上記第
1〜3図に示′1一実施例の鍼本体1と同様外部表面に
、珪藻類を良好に繁殖さ1〕るための硫酸第1鉄による
多孔質酸化層4;]、521が形成9 ♂ さ」1ている。絃、牙は離合3と礁ブロック4、礁ブロ
ック4と礁頂ブロック5とを結合する結合部材で、そσ
)詳細を第6図、第7図に示す。
1) Footnote 2 also extends downward from the bottom of the side stand 3, as shown in Fig. 1, and this part is buried in the sand.
It has become so. This is a cylindrical I5Q block made of concrete material that is formed so that it can be stacked on the 4BtiJ Reservoir Battery. 5 is a 7j-shaped reef crest block with two sides closed and the bottom side open θ) which is formed so that it can be stacked on top of the reef block 4. Like the reef block, the reef crest block is made of concrete material. , r. As shown in FIGS. 1 to 3 above, these reef blocks 4 and reef top blocks 5 also have ferrous sulfate on their external surfaces for good propagation of diatoms, similar to the needle body 1 of the first embodiment. A porous oxide layer 4;], 521 is formed. The strings and teeth are connecting members that connect the breakaway 3 and the reef block 4, and the reef block 4 and the reef crest block 5.
) Details are shown in Figures 6 and 7.

? 結合部材8.9は第2図に示′1″よウニ、離合3、礁
ブロック4、礁頂ブロック5の本体内に先☆jlAがカ
ギ状の樹脂材からなるボルト12を埋込み、その上部に
コンク!J −) p C板からノ、cる結合部材8な
(・し9をはめこみ樹脂材からブIるナツト12aで締
めて固定する。結合部材8.9に(、′;Ip結合用の
樹脂材からなるホルトを通1−穴15が形成されており
、第6図に示づ−ようにこの穴15に樹脂材からなるポ
ル) 10 ;l、1121を通し、同じく樹脂材から
なるナソl□ 101)、11bで締めて固定する。離
合3と礁ブロック4、礁ブロック4と礁頂ブロック5の
重シ合う部分は第7図、第8図に示1−ように、離合3
と礁ブロック4σ)」二端部には半円形状の凹状溝13
を形成し、ブロック4および礁頂ブロック5σ)下部に
は前記凹状溝]3にはまり込む半円6.7を挿入すると
礁内部の海水の流出を防止することができる。この気密
性はそれほど厳重に1−イ・必要はな(、礁内部の海水
による流体浮力に支障がな(・程度であればよ(・0第
4〜6図に示′1″礁もその洗堀防止作用原理は第1〜
3図に示す礁と同じであるが、第4〜6図に示″′lJ
=礁にあっては、水深により、ブロック4の数を2段、
;う段と増すことが可能である。
? The connecting member 8.9 is shown in FIG. Conc! J -) p Insert the connecting members 8 and 9 from the C plate and tighten and fix them with the nuts 12a that are pulled from the resin material. A hole 15 is formed through a hole 15 made of a resin material, and as shown in FIG. Tighten and fix with 11b. 3
A semicircular concave groove 13 is provided at the two ends of the reef block 4σ).
If a semicircle 6.7 that fits into the concave groove] 3 is inserted into the lower part of the block 4 and the reef top block 5σ, it is possible to prevent seawater from flowing out inside the reef. This airtightness does not need to be so strict as long as it does not interfere with the fluid buoyancy of the seawater inside the reef. The scouring prevention principle is the first
The reef shown in Figure 3 is the same as the reef shown in Figures 4 to 6.
= On a reef, depending on the water depth, increase the number of blocks 4 to 2,
;It is possible to increase it further.

第10図は他の実施例を示す図で、同図に示すように礁
全体をドーム状に形成してもよい。
FIG. 10 is a diagram showing another embodiment, and as shown in the figure, the entire reef may be formed into a dome shape.

以上がこの発明J)実施例をなす洗堀防止藻場イ顛の溝
造であるが、以下こθ)洗堀防止藻場礁の表面に珪藻類
が繁殖することにつし・て説明する。
The above is the construction of ditches for the scouring-preventing seaweed bed that constitutes the embodiment of the present invention. Hereinafter, θ) Propagation of diatoms on the surface of the scouring-preventing seaweed bed reef will be explained. .

上記実施例に示1−洗堀防止藻場礁はコンクリート材で
できて(・る。もし上記実施例に示す洗堀防止藻場礁表
面に硫酸第1鉄による多孔質酸化層1aあるし・は4a
、52を設けなかったと−j ;l+ば、コンクリ−1
・面が海水に露出することになる。コンクリート面が露
出すると、海水中にアルカリ成分が放出され、珪藻類、
微生物等の着生、成長の障害になり、珪藻類が死滅すく
)。
1 - The scouring prevention seaweed bed reef shown in the above example is made of concrete material. is 4a
, if 52 were not provided, -j;l+, concrete -1
・The surface will be exposed to seawater. When the concrete surface is exposed, alkaline components are released into the seawater, causing diatoms and
(This can become a hindrance to the settlement and growth of microorganisms, etc., resulting in the death of diatoms.)

珪藻類が死滅すると、(・わゆる有節石灰層と呼ばれろ
石灰層になり、こハが表面に堆積して珪藻類が付着、棲
息しなし・ことになる。
When the diatoms die, they become a so-called knotted limestone layer, which is deposited on the surface and the diatoms become attached and no longer live there.

そこで、この対策として、本出願人がすてに取得した特
許である人工魚礁(特許第109’4127号)がある
。この人工魚礁の概要はコンクリート構造体表面に静電
気利用による合成繊維植毛を施したものである。この技
術を応用して、上記実施例力洗堀防止藻場礁表面に合成
線&1(Iの111L毛も考えられ、実験も試みたが、
砂浜il′lrj域では漂砂と流砂σ)ため礁表面の合
成繊維植毛部が摩擦により切断され半永久性を失うとし
・う欠点かあて)。こ」1に代るもσ)として本出願人
が先に出願した藻場増殖礁がある(特願昭56−172
6乏O号)。
Therefore, as a countermeasure to this problem, there is an artificial reef (Patent No. 109'4127), which is a patent obtained by the present applicant. The outline of this artificial fish reef is that synthetic fiber flocking is applied to the surface of a concrete structure using static electricity. Applying this technology, synthetic wire &1 (111L hair of I) was also considered and experimented on the surface of the seaweed bed reef to prevent force washing in the above example.
In the sandy beach area, due to drifting sand and quicksand σ), the synthetic fiber flocks on the reef surface are cut by friction and lose their semi-permanence. There is a seaweed bed propagation reef that the present applicant previously applied for as an alternative to σ1 (Japanese Patent Application No. 56-172).
No. 6 O).

この技術の概要は、コンクリートの基台の表面に凹所を
形反し、これら凹所に硫酸第1鉄等からなる化合物層を
形成した構造のものである。
The outline of this technology is that recesses are formed on the surface of a concrete base, and a compound layer made of ferrous sulfate or the like is formed in these recesses.

このよった一構造の藻場増殖礁を海底に沈降させると、
凹所の化合物層からはコンクリート部分が露出せず、海
水と直接接触することなく、特に珪藻類の生育に鉄分が
与えられるため、珪藻類の飼料生物が着生し、その生育
に好適な環境シで二 ソI ろ。
When this twisted structure of seaweed bed breeding reef is allowed to settle to the sea floor,
No concrete parts are exposed from the compound layer in the depression, and iron is provided to the growth of diatoms without direct contact with seawater, creating an environment suitable for the growth of diatom feed organisms. Shi de two so I ro.

上述の技術を応用し、この発明の上記実施例では洗堀防
止藻場礁の表面に硫酸第1鉄等の酸fヒ鉄よりなる多孔
質酸化層1;」ある(・は4a、58を形成し、コンク
リート表面からθ)P H13100アルカリの噴出を
防止するのであるっ次に硫酸第1鉄等の酸化鉄よシなる
多孔質酸化層] aある(・は4a、5aを形成する方
法につ(・て説明する。沿岸陸上で、砂浜海域に設置し
ようとする形状の礁の鋼鉄製型枠を用意し、こσ)鋼鉄
製型枠σ)内側にあらかじめ用意した硫酸第1鉄の結晶
体な添着した紙シートを張り、その後配筋吊筋を施し、
さらにコンクリートを打設する。これによってコンクリ
−1・が凝結する間に硫駿第1鉄は溶解し、コンクリー
ト接合部分のコンクリ−1・面に硫酸第1鉄ブバ溶は込
んで多孔質酸化層をコンクリート表面に形成する。
By applying the above technology, in the above embodiment of the present invention, there is a porous oxide layer 1 made of arsenic acid such as ferrous sulfate on the surface of the scour prevention seaweed bed reef. A porous oxide layer made of iron oxide such as ferrous sulfate is formed and prevents ejection of θ)PH13100 alkali from the concrete surface. (・Explain: On land on the coast, prepare a steel formwork of the shape of a reef to be installed in a sandy sea area, A paper sheet attached to the structure is stretched, and then suspension bars are placed.
Further concrete is poured. As a result, the ferrous sulfate is dissolved while the concrete 1. is set, and the ferrous sulfate melt is injected into the concrete 1. surface of the concrete joint, forming a porous oxide layer on the concrete surface.

その後鋼鉄製の金型枠を取り外した後紙シートを取り外
1″と多孔質σ)酸化鉄コンクリート表面の洗堀防止藻
場礁となる構造体ができる。
After that, the steel mold frame is removed and the paper sheet is removed to form a structure that serves as a seaweed reef to prevent scouring of the porous σ) iron oxide concrete surface.

なお上記実施例にお(・ては、礁本体1あイ・(・は礁
ブロック4、礁頂ブロック5の表面にのみ多孔質酸rヒ
層を形成したが、これに限らず脚L12の表面および離
合3の表面にもこの多孔質酸化層を形成するようにして
もよ(・。また、上記実施例では、礁本体1、離合3、
礁ブロック4、礁頂ブロック5(・ずれを円筒状とした
が、円筒状にかぎらず、多角形筒状としてもよ(・。
In the above embodiment, the porous acid layer was formed only on the surfaces of the reef block 4 and the reef top block 5, but this is not limited to this. This porous oxide layer may also be formed on the surface of the reef body 1, the detachment 3, and the surface of the reef body 1, detachment 3,
Reef block 4, reef crest block 5 (・Although the displacement is assumed to be cylindrical, it is not limited to a cylindrical shape, and may also be a polygonal tube shape (・.

以上詳細に説明したように、この発明に係る洗堀防止藻
場礁は、上面閉鎖・下面開放の碗を伏せた形状のコンク
リート製礁本体の外周部にその先端が礁本体の底面よシ
下方に延びるよう  ・に複数本σ)コンクリート製膜
性を一体に形成した・11°i5造、あるし・け筒状J
)コンクリート製砲台の外周部にそσ)先端ブバ砲台底
面より下方に延びるコンクリート製の脚注を一体に形成
し、さらにコンクリート製笥状礁ブロックおよび上面閉
鎖・下面開放の碗を伏せた形状のコンクリート製礁頂ブ
ロックを順次砲台の上に重ね合わせる構造としたので、
礁内に収水された海水の流体浮力作用により、砂浜海域
の海底砂面に沈設しても洗堀が防止されるという極めて
優りた効果をイJ1−ると共に、礁表面の全部または一
部に酸化鉄等からなる多孔質酸化層を形成したので、珪
藻類の着生、繁殖が唖めて良(・という丁ぐれた効果を
有する。
As explained in detail above, the scour-preventing seaweed bed reef according to the present invention has a concrete reef body in the shape of an upside-down bowl with a closed top and an open bottom.・Multiple pieces σ) Concrete film-forming properties are integrally formed so as to extend to ・11°i5 structure, cylindrical J
) A concrete footnote extending downward from the bottom of the tip Buba battery is integrally formed on the outer periphery of the concrete cannon turret, as well as a concrete sill-shaped reef block and a concrete bowl with a closed top and an open bottom. Since the structure is such that the reef-making top blocks are sequentially stacked on top of the gun turret,
Due to the hydrodynamic buoyancy of the seawater collected within the reef, it has an extremely excellent effect of preventing scouring even when the reef is submerged on the sandy surface of the seabed in a sandy sea area, and it also has the advantage of preventing all or part of the reef surface. Since a porous oxide layer made of iron oxide or the like is formed on the surface, it has the excellent effect of suppressing the epiphytic growth and reproduction of diatoms.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明の一実施例ななす斜視図、第2図はそ
の上面図、第3図はその第2図A−A′断面図、第4図
は他の実施例を7rす斜視図、第5図はその上面図、第
6図はその第5図B −B′断面図、第7図は離合と礁
ブロック、礁ブロックと礁頂ブロックの結合状態を示す
一部拡大図、第8図は結合部材の取付は状態を示す一部
拡大図、第9図は離合と礁ブロック、礁ブロックと礁頂
ブロックの結合部を示1−一部拡大図、第10図は他の
実施例を示1−側面図である。 図中、■は礁本体、2け脚柱、3は離合、・1は礁ブロ
ック、5は礁頂ブロックであイ)。 代理人 弁理士 熊 谷  隆 隼1記 手zm ¥I+4回 、?       Z 15囚 手6圓 ¥7喝         庫8起
Fig. 1 is a perspective view of one embodiment of the present invention, Fig. 2 is a top view thereof, Fig. 3 is a sectional view taken along line A-A' in Fig. 2, and Fig. 4 is a perspective view of another embodiment of the invention. 5 is a top view thereof, FIG. 6 is a sectional view taken along line B-B' in FIG. Fig. 8 is a partially enlarged view showing the installation state of the connecting member, Fig. 9 is a partially enlarged view showing separation and the connection between the reef block and the reef block and the reef crest block, and Fig. 10 is a partially enlarged view showing the connection between the reef block and the reef crest block. FIG. 1 is a side view showing an embodiment. In the figure, ■ is the reef body, 2 pillars, 3 is separation, 1 is the reef block, and 5 is the reef crest block). Agent Patent Attorney Takashi Kumagaya 1st author Zm ¥I+4 times,? Z 15 prisoner 6 yen 7 kou warehouse 8 ki

Claims (3)

【特許請求の範囲】[Claims] (1)」−面閉鎖・下面開放の碗1を伏せた形状のコン
クリート製礁本体と、この礁本体の外周部に礁本体と一
体に形成されかつ先端部が礁本体底面より下方に延びる
複数本のコンクリート製脚柱とからなる構造の碓の表面
全体または一部に酸化鉄等からなる多孔質酸化層を形成
したことを特徴とする洗堀防止藻場礁1゜
(1) - A concrete reef body in the shape of a bowl 1 with a closed surface and an open bottom surface, and a plurality of concrete reef bodies formed integrally with the reef body on the outer periphery of the reef body and whose tips extend downward from the bottom surface of the reef body. A scour prevention seaweed bed reef 1゜ characterized by forming a porous oxide layer made of iron oxide etc. on the whole or part of the surface of the base, which has a structure consisting of concrete pillars.
(2)礁本体横断面が円形状をなしていることを特徴と
する特許請求の範、1ノ]コ第(1)項記載の洗堀防止
藻場礁。
(2) The scouring-preventing seaweed bed reef according to claim 1, item (1), wherein the reef body has a circular cross section.
(3)礁本体横断面が多角形状をなしてり・ることを特
徴とする特許請求の範囲第t1+項記載の洗堀防止藻場
礁。 (41コンクリート製筒状離合と、この砲台の外周部に
砲台と−・体に形成されかつ先端部が砲台の底面より下
方に延びる複数本のコンクリート製脚注と、前記砲台上
に重り合う構造の1個または複数個のコンクリート製筒
状礁ブロックと、前記礁ブロック上に重9合う構造でか
つ上面閉鎖・下面開放の碗を伏せた形状のコンクリ−1
・製礁頂ブロックとから構成される礁の表面全体または
一部に酸化鉄等からなる多孔質酸化層を形成したことを
特徴とする洗堀防止藻場礁っ(5)礁頂ブロック、砲台
および礁ブロックの横断面が円形状をなしていることを
特徴とする特g’1梢求グ〕範囲第(4)項記載σ)洗
堀防止藻場礁。 (61礁頂ブロツク、砲台および礁ブロックの横断面が
多角形状をなして(・ることを特徴とするq’、’f許
請求の範囲第(4)項記載σ)洗堀防止藻場礁っ
(3) The scour-preventing seaweed bed reef according to claim t1+, characterized in that the cross section of the reef body has a polygonal shape. (41 Concrete cylindrical detachment, and a plurality of concrete footnotes formed on the outer periphery of the cannon body and whose tips extend downward from the bottom of the cannon, and a structure that overlaps the cannon. One or more concrete cylindrical reef blocks and a concrete 1 in the shape of an upside-down bowl with a structure that overlaps the reef blocks and has a closed top and an open bottom.
・A scour-preventing seaweed bed reef characterized by forming a porous oxide layer made of iron oxide etc. on the entire or part of the surface of the reef consisting of a reef-making crest block (5) Reef crest block, gun emplacement and a special feature in which the cross section of the reef block is circular. (61) A scour-preventing seaweed bed reef characterized in that the cross sections of the reef crest block, turret, and reef block are polygonal. Wow
JP57184683A 1982-10-22 1982-10-22 Algae field bank prevented from wash digging Granted JPS5974936A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57184683A JPS5974936A (en) 1982-10-22 1982-10-22 Algae field bank prevented from wash digging

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57184683A JPS5974936A (en) 1982-10-22 1982-10-22 Algae field bank prevented from wash digging

Publications (2)

Publication Number Publication Date
JPS5974936A true JPS5974936A (en) 1984-04-27
JPH0236211B2 JPH0236211B2 (en) 1990-08-16

Family

ID=16157539

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57184683A Granted JPS5974936A (en) 1982-10-22 1982-10-22 Algae field bank prevented from wash digging

Country Status (1)

Country Link
JP (1) JPS5974936A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0851885A (en) * 1994-08-12 1996-02-27 Kowa Kk Artificial seaweed bank

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS511290A (en) * 1974-06-21 1976-01-07 Kobe Steel Ltd
JPS5718351U (en) * 1980-07-02 1982-01-30

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4210921A (en) * 1978-06-30 1980-07-01 International Business Machines Corporation Polarity switch incorporating Josephson devices

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS511290A (en) * 1974-06-21 1976-01-07 Kobe Steel Ltd
JPS5718351U (en) * 1980-07-02 1982-01-30

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0851885A (en) * 1994-08-12 1996-02-27 Kowa Kk Artificial seaweed bank

Also Published As

Publication number Publication date
JPH0236211B2 (en) 1990-08-16

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