JPH09163893A - Artificial fish reef of shell type concrete block - Google Patents

Artificial fish reef of shell type concrete block

Info

Publication number
JPH09163893A
JPH09163893A JP7327011A JP32701195A JPH09163893A JP H09163893 A JPH09163893 A JP H09163893A JP 7327011 A JP7327011 A JP 7327011A JP 32701195 A JP32701195 A JP 32701195A JP H09163893 A JPH09163893 A JP H09163893A
Authority
JP
Japan
Prior art keywords
concrete block
type concrete
fish reef
artificial fish
shell type
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
JP7327011A
Other languages
Japanese (ja)
Other versions
JP2682976B2 (en
Inventor
Kunio Tsubata
国男 津端
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.)
HIRANUMA JUKI KK
Original Assignee
HIRANUMA JUKI 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 HIRANUMA JUKI KK filed Critical HIRANUMA JUKI KK
Priority to JP7327011A priority Critical patent/JP2682976B2/en
Publication of JPH09163893A publication Critical patent/JPH09163893A/en
Application granted granted Critical
Publication of JP2682976B2 publication Critical patent/JP2682976B2/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 capable of avoiding embedding in drift sand, carrying out the stable installation even in an irregular pond and ensuring the raising of sea tangles and safety of larvae by integrally piling up natural stones on the surface of a shell type concrete block having three legs capable of freely regulating the length thereof. SOLUTION: This artificial fish reef of a shell type block concrete is obtained by integrally piling up large-sized natural stones 12 through an adhesive such as a mortar on the side of a solid shell type concrete block 10 prepared by simultaneously molding three legs 11 capable of freely regulating the length according to the depth of an installation spot at the base when performing inverted molding. Furthermore, the natural stones 12 are selected from granites, boulders, etc.

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、人工魚礁、詳しく
はシェル型コンクリートブロックの表面に転石(天然
石)を盛り付けた植石ブロックから成る人工魚礁に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an artificial fish reef, and more particularly to an artificial fish reef composed of a planting block in which boulders (natural stones) are put on the surface of a shell type concrete block.

【0002】[0002]

【従来の技術】各種の人工魚礁の中でシェル型コンクリ
ートブロックの表面に転石(自然石)を配して成る人工
魚礁は、次記する点で優れる。すなわち、シェル(海
亀)型は対潮安定性に優れ、また表面に転石が存在する
ことで胞子の養生が容易で根が離れずらく、しかもカド
のない転石を使うことで成長したコンブが痛まない、ま
た転石の凹凸がウニ、アワビの稚仔の棲み家となるため
ウニ、アワビ礁としても使えるなどの利点がある。
2. Description of the Related Art Among various artificial fish reefs, an artificial fish reef formed by arranging boulders (natural stones) on the surface of a shell-type concrete block is excellent in the following points. In other words, the shell (sea turtle) type has excellent anti-tide stability, and the presence of boulders on the surface makes it easy to cure spores and prevent the roots from separating. It has the advantage that it does not hurt, and that the unevenness of the boulders can be used as a sea urchin and abalone reef because it becomes a habitat for larvae of the sea urchin and abalone.

【0003】また、自然石に着生したコンブは、コンク
リート工作物(消波ブロック及びケーソン等)に着生し
たものよりはるかに品質が良いこと、さらに、コンブの
大部分は上向面に養生し易すく、シェル型の上せばまり
の表面はコンブに適していること、等である。この種の
ものの提案としては、実開昭59−73173号公報
に、「人工魚礁本体の周面を、骨材を露出させたコンク
リート面で形成し、適度の凹凸及びザラザラ性を魚礁本
体の周面に付与したので、貝類、海藻類等の定着及び成
育を促進でき、集魚効果をも高めることができる。」と
したものがある。
Further, the kelp that has settled on natural stones has a much higher quality than that which has settled on concrete works (wave-dissipating blocks, caisson, etc.), and most of the kelp is cured on the upward surface. It is easy to do, and the surface of the shell-shaped upper shank is suitable for kelp, and so on. As a proposal of this type, Japanese Utility Model Laid-Open No. 59-73173 discloses, "The peripheral surface of the artificial fish reef main body is formed of a concrete surface with exposed aggregates, and the peripheral surface of the fish reef main body is provided with appropriate unevenness and roughness. Since it is applied to the surface, it can promote the establishment and growth of shellfish, seaweed, etc., and also enhance the effect of collecting fish. "

【0004】すなわち、図4に示される如く、コンブの
密生を防ぐ抜け穴2,…を均等配設の中空のシェル型コ
ンクリートブロック1は、リング状の基枠3上に搭載さ
れた逆碗状のものであり、その表面は、自然石よりなる
小つぶな骨材が露出した粗面となっている。一方、市場
には、図5に示されるものも提供されている。すなわ
ち、このものは、中空のシェル型コンクリートブロック
4を4分割した型枠を使い、最初に転石5,…と砂で表
層をつくり、そこにコンクリートを注入して養生し、型
枠から各ブロックを取り出し、砂を除去することで表面
に凹凸のある転石5,…が残るとしたもので、四つのブ
ロックをボルト締め6,…して前記のシェル型コンクリ
ートブロック4とする。当該シェル型コンクリートブロ
ック4は図4のものと同じく、リング状の基枠7上に搭
載される。大きめの転石5の一部が露出したものとなっ
ている。抜け穴8,…も図4のものと同様に設けられて
いる。
That is, as shown in FIG. 4, a hollow shell-type concrete block 1 in which through holes 2, ..., Which prevent the kelp from growing densely, are evenly arranged, is mounted on a ring-shaped base frame 3 and has an inverted bowl shape. The surface is a rough surface with small aggregates of natural stone exposed. On the other hand, what is shown in FIG. 5 is also provided on the market. That is, this one uses a form made by dividing a hollow shell type concrete block 4 into four parts, first forms a surface layer with boulders 5, ... Is taken out and sand is removed to leave the uneven boulders 5, ... on the surface, and the four blocks are bolted 6 ,. The shell-type concrete block 4 is mounted on a ring-shaped base frame 7 as in the case of FIG. A part of the large boulder 5 is exposed. The through holes 8, ... Are provided similarly to those in FIG.

【0005】[0005]

【発明が解決しようとする課題】叙上のものにあって
は、表面性状がコンブ、ウニ、アワビ等の養生に極めて
好適なシェル型コンクリートブロックの人工魚礁である
が、次記する諸難点を有する。すなわち、 (1)図4のもの図5のものいずれも表面に自然石配置
がなされてはいるが、図4のものは、露出規模があまり
にも小さ過ぎるし、また図5のものにあっては、コンク
リート型枠内面が弯曲面であるために、表層形成用の砂
層厚は薄く、転石のコンクリート層からの露出度合は小
さなものにならざるを得ず、自然石の総面積は小さく、
かつ、凹凸度合も小なるためにコンブの養生と稚仔の棲
み家としての安全性の面で不完全である。 (2)接地面がリング状の基枠3,7であるために、凹
凸状の海底では安定着地せずに、傾むき、底を覗かせる
場合もあり、かかる場合には、潮を受けて不安定となり
静置が期し得ない。 (3)流砂の激しい場所では1m位の砂層変化は当り前
であるが、この流砂には全く対応できなく埋没してしま
い、魚礁の役を果たし得なくなる。 (4)通常コンブが最も繁殖する水深は、海面から1m
〜5mの間が好ましいことが確認されているが、これ以
上の深度の現場には上述の好適水深レベルに魚礁を確保
することが出来ない。
SUMMARY OF THE INVENTION In the above, an artificial fish reef of a shell type concrete block whose surface texture is extremely suitable for curing kelp, sea urchin, abalone, etc., has the following drawbacks. Have. That is, (1) both the ones in FIG. 4 and the ones in FIG. 5 have natural stones arranged on the surface, but the ones in FIG. 4 have too small an exposure scale and the ones in FIG. Since the inner surface of the concrete formwork is a curved surface, the sand layer thickness for surface layer formation is thin, the degree of exposure of the boulders from the concrete layer must be small, and the total area of natural stone is small,
Moreover, since the degree of unevenness is small, it is incomplete in terms of safety as a habitat for kelp and larvae. (2) Since the ground contact surface is the ring-shaped base frames 3 and 7, there is a case where the uneven seabed does not make a stable landing, and the slope or the bottom can be looked into. It becomes unstable and cannot stand still. (3) A sand layer change of about 1 m is commonplace in places with heavy sediment load, but it cannot be used as a fish reef because it cannot be coped with by this sediment. (4) The depth of water where kelp is the most breeding is 1 m from the sea surface.
It has been confirmed that it is preferable that the depth is up to 5 m, but it is not possible to secure a fish reef at the above-mentioned suitable water depth level at a site with a depth larger than this.

【0006】本発明は叙上の事情に鑑みなされたもの
で、その目的とするところは、大なる自然石表面積と凹
凸度合とを有し、海底への安定設置ができ、流砂に埋没
のおそれなく、深い現場でも好適な水深レベルに魚礁を
確保することのできるシェル型コンクリートブロックの
人工魚礁を提供することにある。
The present invention has been made in view of the above circumstances, and an object thereof is to have a large natural stone surface area and a large degree of unevenness, which can be stably installed on the seabed and may be buried in quicksand. The purpose of the present invention is to provide an artificial fish reef of a shell-type concrete block that can secure the fish reef at a suitable water level even at a deep site.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明のシェル型コンクリートブロックの人工魚礁
は、逆さ成型時に底面に設置現場深度に合わせて長さ調
整自在の三本脚を同時成型した中実のシェル型コンクリ
ートブロックの表面に、大ぶりの自然石をモルタル等の
接着剤を介して一体的に盛り付けしてなるとして、設置
現場深度に合わせて長さ調整自在の三本脚で安定設置と
対流砂が期し得、かつ、最適レベルに魚礁を確実に設置
し得るとすると共に大ぶりの自然石を後から盛り付けす
ることで、コンブ養生に有利な自然石の露出表面積の著
しい拡大と安全な稚仔の棲み家となる大なる凹凸を実現
したものである。
In order to achieve the above-mentioned object, the artificial fish reef of the shell type concrete block of the present invention is installed on the bottom at the time of upside down molding, and three legs simultaneously adjustable in length according to the depth of the site are simultaneously installed. Assuming that a large natural stone is integrally placed on the surface of a molded solid shell-type concrete block with an adhesive such as mortar, the length is adjustable according to the depth of the installation site. Stable installation and convective sand can be expected, and fish reefs can be reliably installed at the optimum level, and by arranging a large natural stone afterwards, it is possible to significantly expand the exposed surface area of natural stone, which is advantageous for kelp curing. It realizes a large unevenness that will be a safe home for young children.

【0008】[0008]

【発明の実施の形態】実施の形態を図を参照して説明す
る。図1に本発明のシェル型コンクリートブロックの人
工魚礁9が示される。すなわち、中実のシェル型コンク
リートブロック10の底面10aには三本脚11,…が
設けられている。当該シェル型コンクリートブロック1
0は、図示省略するも、常識通り逆碗状の姿勢に固定さ
れるコンクリート型枠にて成型されるものであるが、こ
の際、型枠上面に長さ調整自在(例えばスライド自在の
2重管)の三本脚成型用筒部を一体設の蓋部を覆せてと
り行なわれ、設置現場深度に合わせて、該シェル型コン
クリートブロック10が好適な深度に位置するよう三本
脚11,…の長さが設定される。コンクリート成型後、
正姿勢にしておいて、シェル型コンクリートブロック1
0表面にモルタル等の接着剤を介して大ぶりの自然石1
2,…(花崗岩,玉石等)を一体的に盛り付けする。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments will be described with reference to the drawings. FIG. 1 shows an artificial fish reef 9 of the shell type concrete block of the present invention. That is, three legs 11, ... Are provided on the bottom surface 10a of the solid shell-type concrete block 10. The shell type concrete block 1
Although 0 is not shown in the figure, it is molded with a concrete formwork fixed in an inverted bowl shape as is common sense, but at this time, the length can be adjusted on the upper surface of the formwork (for example, double slideable). This is done by covering the integral lid part of the three-legged molding tube part of the pipe), so that the shell type concrete block 10 is positioned at a suitable depth according to the depth of the installation site ,. Is set. After concrete molding,
Shell type concrete block 1
0 Large natural stone with adhesive such as mortar on the surface 1
2, ... (Granite, cobblestone, etc.) are integrated.

【0009】しかして、予じめ最適深度にシェル型コン
クリートブロック10部が位置する本発明の人工魚礁9
は、三本脚11,…の3点支持により図2に示す如く不
整海底13に対しても確実に安定設置される。なを、脚
立のため潮が下側を流れるが、シェル型コンクリートブ
ロック10は中空でなく中実であるため、転倒等の不都
合を生じることはない。
However, the artificial fish reef 9 of the present invention, in which the shell-type concrete block 10 is located at the optimum depth in advance,
Is reliably and stably installed on the irregular seabed 13 as shown in FIG. 2 by supporting the three legs 11, .... Incidentally, although the tide flows downward due to the stepladder, the shell-type concrete block 10 is not hollow but solid, and therefore does not cause inconvenience such as falling.

【0010】また、図3に示す如く流砂14によっても
肝心のシェル型コンクリートブロック10部が流砂14
中に埋没することはなく、好適である。
Also, as shown in FIG. 3, even if the sand load 14 is used, the 10 parts of the shell-type concrete block, which is the core of the sand load 14,
It is suitable because it is not buried inside.

【0011】[0011]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。 (1)魚礁設置現場の深度に合わせて最適レベルに肝心
のシェル型コンクリートブロックが位置するように三本
脚が調整されるので、確実なコンブ養生が保証される。 (2)三本脚により不整池でも安定設置が期し得る。 (3)脚立により、流砂への埋没が避けられる。 (4)大ぶりの天然石が大なる表面積と大なる凹凸を提
供するので、コンブ養生と稚仔の安全上優れる。
Since the present invention is configured as described above, it has the following effects. (1) Since the three legs are adjusted so that the shell-type concrete block, which is the core of the fish reef, is positioned at the optimum level according to the depth of the site where the fish reef is installed, reliable kelp curing is guaranteed. (2) With three legs, stable installation can be expected even in irregular ponds. (3) The stepladder avoids burial in quicksand. (4) A large natural stone provides a large surface area and a large unevenness, which is excellent in terms of safety for kelp curing and young children.

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

【図1】aは本発明の人工魚礁の平面図,bはa図中b
−b矢視縦断面図である。
FIG. 1A is a plan view of an artificial fish reef of the present invention, and b is b in FIG.
It is a vertical cross-sectional view taken along the line -b.

【図2】本発明人工魚礁の海底設置説明図である。FIG. 2 is an explanatory view of the seabed installation of the artificial fish reef of the present invention.

【図3】本発明人工魚礁の流砂中の態様図である。FIG. 3 is a view showing an embodiment of the artificial fish reef of the present invention in quicksand.

【図4】従来のシェル型コンクリートブロックの表面に
転石を配した人工魚礁の説明図である。
FIG. 4 is an explanatory diagram of an artificial fish reef in which boulders are arranged on the surface of a conventional shell-type concrete block.

【図5】従来のシェル型コンクリートブロックの表面に
転石を配した人工魚礁の説明図である。
FIG. 5 is an explanatory view of an artificial fish reef in which boulders are arranged on the surface of a conventional shell-type concrete block.

【符号の説明】[Explanation of symbols]

1 シェル型コンクリートブロック 2 抜け穴 3 基枠 4 シェル型コンクリートブロック 5 転石 6 ボルト締め 7 基枠 8 抜け穴 9 人工魚礁 10 シェル型コンクリートブロック 10a 底面 11 三本脚 12 自然石 13 不整海底 14 流砂 1 shell type concrete block 2 through hole 3 base frame 4 shell type concrete block 5 rock rock 6 bolt tightening 7 base frame 8 through hole 9 artificial fish reef 10 shell type concrete block 10a bottom 11 three legs 12 natural stone 13 rough seabed 14 quicksand

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 逆さ成型時に底面に設置現場深度に合わ
せて長さ調整自在の三本脚を同時成型した中実のシェル
型コンクリートブロックの表面に、大ぶりの自然石をモ
ルタル等の接着剤を介して一体的に盛り付けしてなるシ
ェル型コンクリートブロックの人工魚礁。
1. A large natural stone is coated with an adhesive such as mortar on the surface of a solid shell-type concrete block that is simultaneously molded with three legs whose length can be adjusted to the depth of the installation site on the bottom surface during upside-down molding. An artificial fish reef with shell-type concrete blocks that are integrated together.
JP7327011A 1995-12-15 1995-12-15 Artificial fish reef with shell type concrete block Expired - Fee Related JP2682976B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7327011A JP2682976B2 (en) 1995-12-15 1995-12-15 Artificial fish reef with shell type concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7327011A JP2682976B2 (en) 1995-12-15 1995-12-15 Artificial fish reef with shell type concrete block

Publications (2)

Publication Number Publication Date
JPH09163893A true JPH09163893A (en) 1997-06-24
JP2682976B2 JP2682976B2 (en) 1997-11-26

Family

ID=18194323

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7327011A Expired - Fee Related JP2682976B2 (en) 1995-12-15 1995-12-15 Artificial fish reef with shell type concrete block

Country Status (1)

Country Link
JP (1) JP2682976B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104396802A (en) * 2014-06-25 2015-03-11 扬州大学 Manufacturing method for constructing novel artificial fish reef by using low-carbon environment-friendly material
JP2017112885A (en) * 2015-12-22 2017-06-29 いであ株式会社 Algae cultivation tools and algae cultivation methods

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5843573B2 (en) * 2011-11-11 2016-01-13 岡部株式会社 Manufacturing method of artificial fish reef with legs and artificial fish reef with legs

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61242528A (en) * 1985-04-20 1986-10-28 海洋建設株式会社 Artificial fish bank
JPH0335742A (en) * 1989-06-30 1991-02-15 Toshinori Yamagata Reef for culturing sea grass, production thereof and method for using same reef

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61242528A (en) * 1985-04-20 1986-10-28 海洋建設株式会社 Artificial fish bank
JPH0335742A (en) * 1989-06-30 1991-02-15 Toshinori Yamagata Reef for culturing sea grass, production thereof and method for using same reef

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104396802A (en) * 2014-06-25 2015-03-11 扬州大学 Manufacturing method for constructing novel artificial fish reef by using low-carbon environment-friendly material
JP2017112885A (en) * 2015-12-22 2017-06-29 いであ株式会社 Algae cultivation tools and algae cultivation methods

Also Published As

Publication number Publication date
JP2682976B2 (en) 1997-11-26

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