JPS6036249B2 - Artificial reef manufacturing method - Google Patents

Artificial reef manufacturing method

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Publication number
JPS6036249B2
JPS6036249B2 JP57224568A JP22456882A JPS6036249B2 JP S6036249 B2 JPS6036249 B2 JP S6036249B2 JP 57224568 A JP57224568 A JP 57224568A JP 22456882 A JP22456882 A JP 22456882A JP S6036249 B2 JPS6036249 B2 JP S6036249B2
Authority
JP
Japan
Prior art keywords
reef
concrete
mold
net
manufacturing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP57224568A
Other languages
Japanese (ja)
Other versions
JPS59113832A (en
Inventor
実隆 川俣
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP57224568A priority Critical patent/JPS6036249B2/en
Publication of JPS59113832A publication Critical patent/JPS59113832A/en
Publication of JPS6036249B2 publication Critical patent/JPS6036249B2/en
Expired legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • 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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  • Farming Of Fish And Shellfish (AREA)
  • Artificial Fish Reefs (AREA)

Description

【発明の詳細な説明】 本発明は、コンクリート製の人工魚礁製造方法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing an artificial reef made of concrete.

一般には魚礁は一般魚類を対象とし、築磯は浅海の岩礁
に棲息するイセエビ、サザエ等を対象とする人工礁を云
うが、本明細書においては便宜上、築機を含めて魚礁と
称することにする。
In general, a fish reef is an artificial reef that targets general fish, and a rocky shore is an artificial reef that targets spiny lobsters, turban shells, etc. that live on rocky reefs in shallow waters, but in this specification, for convenience, the term fish reef includes construction equipment. do.

従来、コンクリート製の人工魚礁の製造に当っては、沈
設個所の近くの立地条件のよい通地を選び、現地におい
て鉄筋で聡体の骨組を形成し、内部空間として木製の礁
室型枠を配筋に繋着し、外面を堰板で園周した後にコン
クリートを打設している。堰板としては寸法精度を高め
るためと、施工能率を向上させるために鋼板製のメタル
フオームを使用することが一般的である。しかしながら
このメタルフオームの現地への運搬・保管、現地で鉄筋
の加工・組立、礁室型枠の製作と配筋内への繋着、メタ
ルフオームの組立とコンクリート離脱油の塗布、コンク
リートの打設、養生後のメタルフオームの解体・手入、
礁室型枠の除去等の工程を経るために多大の所要労力と
経費、日数を要する。更に、樵室の形状は例えば本願発
明者が既に考案した実願昭56一121078号(実公
昭58−54934号公報)に見られるように、魚介類
の生態に応じた構造、即ち採餌に適した入礁部、激狼の
消波効果を高めるための消波部、波浪、天敵に対して避
難する安息室等を設けるなど複雑に亘つている。従って
、コンクリート打設・養生後の型枠除去に困難を釆して
いた。ここにおいて、本発明の目的とするところは、上
述の欠点を解消し、メタルフオームに代えて鍵体の補強
機能を有するネット型枠をコンクリート内表面に残置し
、外表面を粗面にして海草類の様付、発育を促進すると
共に、複雑な形状の樵室を水溶性の型により容易に成型
し、コンクリートの養生・硬化後に礁室部分を水により
分解して空8同部とする人工魚礁製作方法を提供するこ
とにあり、その要旨は、海中に沈設してイセエビ、板付
魚等の魚介類を蝿集・定着・増殖等を行うためのコンク
リート製蝿体から成る人工魚礁を製造する場合において
、周囲をネット型大半で成型する工程と、魚介類の棲家
となる礁室の形状に形成し水により分解する型をネット
型枠内に固定する工程と、コンクリートを型枠内に打設
する工程とを有し、コンクリートの硬化後に前記型を水
によって分解させて礁室を形成することを特徴とする方
法である。
Conventionally, when manufacturing concrete artificial fish reefs, a well-located site was chosen near the site of submersion, a solid frame was formed on-site with reinforcing steel, and a wooden reef chamber form was used as the internal space. After connecting to the reinforcement and surrounding the park with weir boards on the outside, concrete is poured. As weir plates, metal forms made of steel plates are generally used to improve dimensional accuracy and construction efficiency. However, transporting and storing this metal form to the site, processing and assembling the reinforcing bars on site, manufacturing the reef chamber formwork and connecting it to the reinforcement, assembling the metal form, applying concrete release oil, and pouring the concrete. , disassembly and maintenance of metal foam after curing,
It takes a lot of effort, money, and days to go through processes such as removing the reef chamber formwork. Furthermore, the shape of the woodcutter's room is designed to suit the ecology of fish and shellfish, that is, for feeding, as can be seen in Utility Application No. 56-121078 (publication of Utility Model Publication No. 58-54934), which was already devised by the inventor of the present application. It is complex, with a suitable reef entry area, a wave-dissipating area to enhance the wave-dissipating effect of Gekiro, and a shelter to protect against waves and natural enemies. Therefore, it was difficult to remove the formwork after concrete was poured and cured. Here, the object of the present invention is to solve the above-mentioned drawbacks, to replace the metal form with a net formwork that has the function of reinforcing the key body, and to leave it on the inner surface of the concrete, and to make the outer surface rough and to form seaweeds. This is an artificial fish reef that promotes the appearance and growth of the reef, and also allows the complicated shape of the reef chamber to be easily molded using a water-soluble mold, and after curing and hardening of the concrete, the reef chamber part is decomposed by water to form a hollow part. The purpose is to provide a manufacturing method, the gist of which is to manufacture an artificial fish reef consisting of concrete fly bodies that is submerged in the sea to collect, settle, and multiply flies on seafood such as spiny lobster and plank fish. , the process of molding most of the surrounding area with net molds, the process of fixing the mold in the shape of a reef chamber that will be a habitat for fish and shellfish and decomposing in water within the net formwork, and the pouring of concrete into the formwork. This method is characterized in that, after the concrete has hardened, the mold is decomposed by water to form a reef chamber.

本発明を図示の実施例に基づいて詳細に説明する。The present invention will be explained in detail based on illustrated embodiments.

第1図、第2図は例えば完工後のイセエビ礁の躯体1を
示し、コンクリートか成り、その前面部の関口は躯体1
内に設けられているイセエビ礁室2,ウツボ礁室3のそ
れぞれの入礁部4,5であり、複数列、複数段に配列さ
れている。
Figures 1 and 2 show, for example, the framework 1 of the Iseyebi Reef after completion, which is made of concrete, and the entrance at the front of the reef is part of the framework 1.
These are the reef entry parts 4 and 5 of the spiny lobster reef chamber 2 and the moray eel reef chamber 3 provided therein, and are arranged in multiple rows and multiple stages.

前面部の最上部には、所定の厚さと張出し長さを有する
庇6が躯体1に等しい中で形成されており、入礁部4,
5への太陽光線の直接入射を遮蔽するようになっている
。躯体1の上面には、クレーンなどで海底に沈設するた
めの吊り金具7が四隅に設けられている。そして、底面
を除く外表面は粗面に仕上り、海草類の根付・発育に有
効に作用するようになっている。イセエビ礁にウツボ礁
室3を設けた理由は、タコの天敵であるウツボはイセエ
ビとよく共存する習性があり、補助礁室であるウツボ礁
室3に入礁して孫餌活動を行うため、イセエビの天敵で
あるタコによる食害を防除することができるためである
At the top of the front part, an eaves 6 having a predetermined thickness and overhang length is formed within the same body 1, and the reef part 4,
It is designed to block direct sunlight from entering 5. On the upper surface of the frame 1, hanging fittings 7 are provided at the four corners for sinking the structure into the seabed using a crane or the like. The outer surface, except for the bottom, has a rough finish, which is effective for the rooting and growth of seaweeds. The reason why moray eel reef chamber 3 was established on the spiny lobster reef is that moray eel, which is the natural enemy of octopuses, has a habit of coexisting with spiny lobsters, and they enter the moray eel reef chamber 3, which is an auxiliary reef chamber, to carry out feeding activities for their grandchildren. This is because it can prevent feeding damage caused by octopuses, which are the natural enemy of spiny lobsters.

タコが多数棲息する海域においての実験によれば、ウツ
ボの棲みついた礁のイセエビは数も安定で入礁率も良好
である。天然礁においてもウツボが多数棲息する海域は
、イセエビの数も多く年間を通じて安定した数量が認め
られる。また、イセエビ礁室2は第2図に示すように入
礁部4の奥に消波部9が設けられ、更に入礁部4から下
方に向う避難ロー0,その奥に安息室11,稚ェビ漁獲
ロー2が設けられている。
Experiments conducted in waters where many octopuses live have shown that the number of spiny lobsters on reefs inhabited by moray eels is stable and the reef entry rate is good. Even on natural reefs, areas where moray eels inhabit large numbers of spiny lobsters, and their numbers are stable throughout the year. In addition, as shown in Fig. 2, the spiny lobster reef chamber 2 has a wave-dissipating section 9 at the back of the reef entry section 4, an evacuation row 0 extending downward from the reef entry section 4, and a resting room 11 and a lobster reef chamber 11 at the back. There is a shrimp fishing row 2.

なお、漁獲ロー2のキャップ13を取外し、漁獲口12
に絹袋を取付け入礁部4より造込み漁具で稚ェビを迫込
むことにより、稚ェビ、幼ェビは絹袋に入網して裸苗が
可能となっている。第3図はイセエビ礁室2を形成する
ためのオガ肩、木材チップ、木毛等を、水で溶解し易い
糊、例えば錯酸ビニール接着剤で混練して固めた型15
の外観図であり、入礁部4,消波部9,避難ロー0,安
息室11が一体となって構成されており、稚ェビ漁獲ロ
ー2としてキャップ13付の合成樹脂管が接続されてい
る。
In addition, remove the cap 13 of the catch row 2 and open the catch port 12.
By attaching a silk bag to the net and pushing in the young shrimp using built-in fishing gear from the reef entry section 4, the young shrimp and young shrimp can be netted into the silk bag and bare seedlings can be produced. Figure 3 shows a mold 15 for forming the spiny lobster reef chamber 2, which is made by kneading sawdust, wood chips, wood wool, etc. with a water-soluble glue, such as complex acid vinyl adhesive.
This is an external view of the reef inlet section 4, wave dissipating section 9, evacuation row 0, and rest room 11, which are integrated, and a synthetic resin pipe with a cap 13 is connected as the juvenile shrimp fishing row 2. ing.

第4図はウツボ礁室3の型16の外観を示すものであり
、型15と同様に製作され、入礁部5,棲息室17とに
より構成されている。イセエビ礁室2,ウツボ礁室3の
型15,16を製作するには、内法寸法が所定の礁室2
,3を形成する図示しない成型型枠に前記原料を加圧・
注入し、若干加熱して反応を促進させ、反応の終った時
点で型枠を解体する。
FIG. 4 shows the external appearance of a mold 16 for the moray eel reef chamber 3, which is manufactured in the same manner as the mold 15 and is composed of a reef entry section 5 and a habitat chamber 17. In order to manufacture the molds 15 and 16 for the spiny lobster reef chamber 2 and the moray eel reef chamber 3, the reef chamber 2 with the internal dimensions must be
, 3, the raw material is pressurized and
The mixture is injected and heated slightly to accelerate the reaction, and once the reaction is complete, the mold is dismantled.

この型枠の組立・注入・反応完了・型枠解体を順次繰返
して、所要数量の型15,16を工場において製作する
。なお、型15,16にはその表面に防水ペイントを塗
布しておくことが好適である。また、この型15,16
は水で分解し易い合板、例えば耐水三類のラワン合板を
用いて水で溶解し易い接着剤で接合して製作してもよい
。なおこの場合、コンクリート充填圧に耐え得るように
必要に応じて内部に支柱を設けてもよい。第5図は鍵体
1の製造過程を示すものである。
Assembling the mold, pouring, completing the reaction, and dismantling the mold are sequentially repeated to produce the required number of molds 15 and 16 in the factory. Note that it is preferable that the surfaces of the molds 15 and 16 be coated with waterproof paint. Also, this type 15, 16
may be manufactured by using plywood that easily decomposes in water, for example, lauan plywood of class 3 water resistance, and joining them with an adhesive that easily dissolves in water. In this case, supports may be provided inside as necessary to withstand the concrete filling pressure. FIG. 5 shows the manufacturing process of the key body 1.

製造現場において、第1手段として予め工場加工で所定
寸法に切断した例えば第6図に示すようなネットフレー
ム20により、その交点をボルト、ナットにより結合し
ながら所定の骨組を形成する。ネットフレーム20は溝
形鋼或いはアングル形の鋼板であり、その側面には外側
に向けて穣形状の突起21が長手方向に直角に所定間隔
を保ちながらプレス打抜きによって形成されている。躯
体1の地表面に相当する部分は略平坦にならし、養生シ
ート或いは養生板を敷き、ネットフレーム20の骨組を
配置する。第2手順として、ネットフレーム20の骨組
の内側に異径丸鋼による鉄筋を配筋する。
At the manufacturing site, as a first step, a net frame 20 as shown in FIG. 6, for example, cut into predetermined dimensions by factory processing, is used to form a predetermined frame by connecting the intersection points with bolts and nuts. The net frame 20 is a channel-shaped steel plate or an angle-shaped steel plate, and rectangular protrusions 21 are formed outwardly on the side surface thereof at predetermined intervals at right angles to the longitudinal direction by press punching. The part of the frame 1 corresponding to the ground surface is made substantially flat, a curing sheet or a curing board is laid, and the frame of the net frame 20 is arranged. As a second step, reinforcing bars made of round steel of different diameters are arranged inside the framework of the net frame 20.

酢筋順序は指定寸法に従って養生シート上にスベーサを
置き、最下位のX方向鉄筋22,Y方向鉄筋23を配し
て緊緒し、更にZ方向鉄筋24を立上げて仮止めする。
ウツボ礁室3の型16を所定位置に配置し、近傍の既設
配筋を利用して緊着する。この型16の固定は後述する
コンクリートの打設により浮上することのないように十
分に抑え付ける必要がある。次に下方より、第2段のX
方向鉄筋22,Y方向鉄筋23を配筋し、既設のZ方向
鉄筋24と緊続する。続いて、イセエビ礁室2の型15
を所定の位置に配置し、近傍の既設配筋を利用して緊着
する。これを繰り返えすと所望の型15,16の配置及
び最上段を除いた配筋が完了する。また、吊り金具7に
ついては図示していないが、鉄筋をV字状に折り曲げて
既設配筋に緊着しておく。第3手順として、外周側面に
金網製の例えば第7図に示すようなネット25をネット
フレーム20の外側から被着する。
The order of the vinegar reinforcement is to place the smoother on the curing sheet according to the specified dimensions, arrange and tighten the lowest X-direction reinforcing bars 22 and Y-direction reinforcing bars 23, and then raise the Z-direction reinforcing bars 24 and temporarily fasten them.
The mold 16 of the moray eel reef chamber 3 is placed in a predetermined position, and is tightly attached using existing reinforcements nearby. It is necessary to secure the mold 16 sufficiently to prevent it from floating when concrete is poured, which will be described later. Next, from the bottom, the second row of X
Directional reinforcing bars 22 and Y-directional reinforcing bars 23 are arranged and connected to the existing Z-directional reinforcing bars 24. Next, type 15 of spiny lobster reef chamber 2
Place it in a predetermined position and tighten it using the existing reinforcement nearby. By repeating this, the desired placement of the molds 15 and 16 and reinforcement except for the top row are completed. Further, although the hanging fittings 7 are not shown, the reinforcing bars are bent into a V-shape and tightly attached to the existing reinforcing bars. As a third step, a net 25 made of wire mesh, such as the one shown in FIG. 7, is attached from the outside of the net frame 20 to the outer peripheral side surface.

このネット25は金属板を打ち抜し、成したものであっ
て、所定位置に補強用の大小リブ26が配置されている
。ネット25は工場加工により所定寸法に切断されてお
り、この被着はネットフレーム20の突起21にリブ2
6が掛かるように取付け、図示しないセパレータにより
ネット25を張設する。このネット25の張設はコンク
リートの打設に際しても変形を起さないようにセパレー
タを用いて十分に補強することが必要である。次いで、
最上部及び庇6用のネットフレーム20の枠組及び配筋
を行う。これらのネットフレーム20及びネット25は
ネット型枠として一般に市販されているものであり入手
は容易である。第4手順として、コンクリートを打設す
るわけであるが、ネット25を使用しているためその空
隙から内部の透視が可能であり、型15,16の周辺、
特にコンクリート充填の困難なイセエビ礁2の消波部9
と安息室11との間へのコンクリート充填状況が把握さ
れ、必要に応じて突固榛等による補填が可能である。
This net 25 is made by punching out a metal plate, and has large and small reinforcing ribs 26 arranged at predetermined positions. The net 25 is cut to a predetermined size by factory processing, and this is attached to the protrusion 21 of the net frame 20 with ribs 2.
6, and the net 25 is stretched using a separator (not shown). It is necessary to sufficiently reinforce the net 25 using separators so as not to cause deformation during concrete pouring. Then,
The net frame 20 for the top and eaves 6 is framed and reinforced. These net frame 20 and net 25 are generally commercially available as net forms and are easily available. As the fourth step, concrete is poured, but since the net 25 is used, the inside can be seen through the gap, and the surroundings of the molds 15 and 16,
Wave-dissipating section 9 of Ise-ebi Reef 2, which is particularly difficult to fill with concrete
The concrete filling situation between the building and the rest room 11 is ascertained, and if necessary, it is possible to fill the area with concrete, etc.

また、このコンクリートはスランプ15cの以下の固練
りであれば、ネット25の空隙から溢出する紬骨材を含
んだセメントモルタルも流動落下することなく、ネット
25から溢出状態のままで静止する。従って、水分の引
き具合を見てコンクリート27の表面をブラシ等で軽く
ならせば凹凸が外表面に必然的に形成され、かつネット
フレーム20,ネット25も必要なコンクリート27の
かぶり厚さを保つことが可能である。コンクリートの充
填が略最上面に達したとき、ネット25を上面に装着し
、所要厚さのコンクリートの増打ちを行って庇6,天井
を製作する。この際に、上面もブラシで軽くならし表面
に相面を形成させる。また作業手順として型16,15
を一段積層するごとにネット25の被着・コンクリート
27の打設を繰り返すことが実際的である。
Further, if the concrete has a hardness below the slump 15c, the cement mortar containing pongee aggregate overflowing from the voids of the net 25 will not flow and fall, but will remain stationary in the overflowing state from the net 25. Therefore, if the surface of the concrete 27 is lightened with a brush or the like while checking the degree of water withdrawal, unevenness will inevitably be formed on the outer surface, and the net frame 20 and the net 25 will also maintain the required cover thickness of the concrete 27. Is possible. When the concrete filling reaches approximately the top surface, a net 25 is attached to the top surface, and concrete is poured to a required thickness to manufacture the eaves 6 and the ceiling. At this time, the upper surface is also lightly smoothed with a brush to form a phase surface. Also, as a work procedure, molds 16 and 15
It is practical to repeat the application of the net 25 and the pouring of the concrete 27 every time one layer of the concrete is laminated.

更には説明の便宜上、第5図に示したように躯体1の上
部を上方にして製作したが、側部を上方として製作すれ
ば庇6も同時に製作を進行させることができ、型15,
16間へのコンクリートの充填も容易である。このよう
にして製作した躯体1を海中に沈設すれば、型15,1
6は海流作用や魚類の動作により比較的早期に分解・細
分化され、入礁部4,5か、ら外部に流出し礁室2,3
が自然に形成される。
Furthermore, for convenience of explanation, the upper part of the frame 1 was manufactured with the upper part facing upward as shown in FIG.
It is also easy to fill the spaces between 16 and 16 with concrete. If the frame 1 manufactured in this way is submerged in the sea, the molds 15, 1
6 is broken down and fragmented relatively quickly due to ocean current action and the movement of fish, and flows out from the reef entry parts 4 and 5 to the reef chambers 2 and 3.
is formed naturally.

なお、躯体1の完成後に陸上において高圧水を噴射して
型15,16を熔解させることもできる。このように躯
体1は第1図に示すように、内部にイセエビ礁2,ウツ
ボ礁室3が型15,16の通りに形成されることになり
、魚介類の魚礁として使用することができる。
In addition, after completion of the frame 1, the molds 15 and 16 can be melted by injecting high-pressure water on land. In this way, as shown in FIG. 1, the body 1 has a spiny lobster reef 2 and a moray eel reef chamber 3 formed therein according to the molds 15 and 16, and can be used as a fish reef for seafood.

また、分解された型15,16が全て流出しなくとも入
礁魚介類に悪影響を与えることは殆どない。実施例にお
いてはイセエビ礁について説明したが、他の魚介類の魚
礁であっても同様な工程により製造可能であることは勿
論である。以上説明したように本発明に係る人工漁礁製
造方法は、メタルフオーム等の堰板を使用しないため、
その運搬・保管・取扱い等の経費を節約し得ると共に、
強度もネットフレーム、ネットの相乗効果により鉄筋の
みの強度よりも大幅に増加させることが可能であり、ネ
ットフレームの組立も特殊技能を要しない。
Furthermore, even if all of the decomposed molds 15 and 16 are not released, they will hardly have any adverse effect on fish and shellfish in the reef. Although spiny lobster reefs have been described in the examples, it goes without saying that reefs of other fish and shellfish species can also be manufactured using similar steps. As explained above, the method for manufacturing an artificial fishing reef according to the present invention does not use a weir plate such as a metal foam.
You can save costs for transportation, storage, handling, etc., and
Due to the synergistic effect of the net frame and the net, the strength can be significantly increased compared to the strength of reinforcing bars alone, and the assembly of the net frame does not require any special skills.

また、複雑な形状を有する礁室も均質、均一寸法のもの
が容易に製作することができる。海草類の根張りを助長
する外表面の粗面仕上げも、従来のコンクリートたがね
によりはつる方法に比し殆ど労力を要せずに形成できる
。魚礁の外表面の条件として粗面仕上げにすることは、
魚礁に不可欠な海草類の付着・発生に適し、激娘に対し
ても根張りが有効であることは既に実証されている。こ
のように人工漁礁の製作に当って、経費の節減、工程の
短縮、施工の確実性、容易性が得られる大きな利点があ
る。
Furthermore, even reef chambers with complicated shapes can be easily manufactured to have homogeneous and uniform dimensions. The rough finish on the outer surface that promotes the rooting of seaweeds can also be created using conventional concrete chisels with little effort required compared to the vine method. A rough finish is required for the outer surface of a fish reef.
It is suitable for the attachment and growth of seaweeds that are essential for fish reefs, and it has already been proven that rooting is effective for Geki Musume. In this way, there are great advantages in producing artificial fishing reefs, such as cost savings, shortened processes, reliability, and ease of construction.

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

図面は本発明に係る人工魚礁製造方法の一実施例を示す
ものであり、第1図はイセエビ魚礁の−部を切欠した斜
視図、第2図は断面図、第3図、第4図は礁室を形成す
る型の斜視図、第5図は施工過程を示す斜視図、第6図
はネットフレームの斜視図、第7図はネットの平面図で
ある。 符号1は躯体、2,3は礁室、15,16は型、2川ま
ネットフレーム、22,23,24は鉄筋、25はネッ
ト、27はコンクリートである。 第1図 第2図 第3図 第4図 第7図 第5図 第6図
The drawings show an embodiment of the artificial reef manufacturing method according to the present invention, in which FIG. 1 is a perspective view of a spiny lobster reef cut away, FIG. 2 is a sectional view, and FIGS. 3 and 4 are cross-sectional views. FIG. 5 is a perspective view of the mold forming the reef chamber, FIG. 5 is a perspective view showing the construction process, FIG. 6 is a perspective view of the net frame, and FIG. 7 is a plan view of the net. Reference numeral 1 is the frame, 2 and 3 are reef chambers, 15 and 16 are molds, 2 rivers and net frames, 22, 23 and 24 are reinforcing bars, 25 is a net, and 27 is concrete. Figure 1 Figure 2 Figure 3 Figure 4 Figure 7 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】 1 海中に沈設してイセエビ、根付魚等の魚介類を蝟集
・定着・増殖等を行うためのコンクリート製躯体から成
る人工魚礁を製造する場合において、周囲をネツト型枠
で成型する工程と、魚介類の棲家となる礁室の形状に形
成し水により分解する型をネツト型枠内に固定する工程
と、コンクリートを型枠内に打設する工程とを有し、コ
ンクリートの硬化後に前記型を水によつて分解させて礁
室を形成することを特徴とする人工魚礁製造方法。 2 前記型はオガ屑、木材チツプ、木毛等を水溶性接着
材により固化した特許請求の範囲第1項に記載の人工漁
礁製造方法。 3 前記型は水により分解し易い合板を水溶性接着剤に
より組立てた特許請求の範囲第1項に記載の人工漁礁製
造方法。 4 前記コンクリートを打設する工程において、コンク
リートを前記ネツト型枠の間隙から溢出させるようにす
る特許請求の範囲第1項に記載の人工魚礁製造方法。
[Scope of Claims] 1. In the case of manufacturing an artificial fish reef consisting of a concrete frame to be submerged in the sea to collect, colonize, propagate, etc. seafood such as spiny lobster and root fish, the surrounding area may be surrounded by a net formwork. The process includes a molding process, a process of fixing a mold in the shape of a reef chamber that will become a habitat for fish and shellfish and disintegrating with water in a net formwork, and a process of pouring concrete into the formwork. A method for manufacturing an artificial reef, characterized in that after the mold is cured, the mold is decomposed with water to form a reef chamber. 2. The method for manufacturing an artificial fishing reef according to claim 1, wherein the mold is made of sawdust, wood chips, wood wool, etc., solidified with a water-soluble adhesive. 3. The artificial reef manufacturing method according to claim 1, wherein the mold is made of plywood that is easily decomposed by water and assembled using a water-soluble adhesive. 4. The artificial reef manufacturing method according to claim 1, wherein in the step of placing concrete, concrete is allowed to overflow from gaps in the net formwork.
JP57224568A 1982-12-20 1982-12-20 Artificial reef manufacturing method Expired JPS6036249B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57224568A JPS6036249B2 (en) 1982-12-20 1982-12-20 Artificial reef manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57224568A JPS6036249B2 (en) 1982-12-20 1982-12-20 Artificial reef manufacturing method

Publications (2)

Publication Number Publication Date
JPS59113832A JPS59113832A (en) 1984-06-30
JPS6036249B2 true JPS6036249B2 (en) 1985-08-19

Family

ID=16815801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57224568A Expired JPS6036249B2 (en) 1982-12-20 1982-12-20 Artificial reef manufacturing method

Country Status (1)

Country Link
JP (1) JPS6036249B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0415505Y2 (en) * 1985-12-27 1992-04-07

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62155036A (en) * 1985-12-26 1987-07-10 三井建設株式会社 Artificial robster bank
JP2020110050A (en) * 2019-01-08 2020-07-27 スミリーフ株式会社 Marine life propagation structure and method for manufacturing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0415505Y2 (en) * 1985-12-27 1992-04-07

Also Published As

Publication number Publication date
JPS59113832A (en) 1984-06-30

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