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JP2685089B2 - Artificial upwell generator - Google Patents
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JP2685089B2 - Artificial upwell generator - Google Patents

Artificial upwell generator

Info

Publication number
JP2685089B2
JP2685089B2 JP7122052A JP12205295A JP2685089B2 JP 2685089 B2 JP2685089 B2 JP 2685089B2 JP 7122052 A JP7122052 A JP 7122052A JP 12205295 A JP12205295 A JP 12205295A JP 2685089 B2 JP2685089 B2 JP 2685089B2
Authority
JP
Japan
Prior art keywords
large number
pedestal
cylindrical columns
steel
artificial
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 - Fee Related
Application number
JP7122052A
Other languages
Japanese (ja)
Other versions
JPH08308426A (en
Inventor
信広 今井
Original Assignee
東海コンクリート工業株式会社
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 東海コンクリート工業株式会社 filed Critical 東海コンクリート工業株式会社
Priority to JP7122052A priority Critical patent/JP2685089B2/en
Publication of JPH08308426A publication Critical patent/JPH08308426A/en
Application granted granted Critical
Publication of JP2685089B2 publication Critical patent/JP2685089B2/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)
  • Farming Of Fish And Shellfish (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、湧昇流発生用として海
底に設置される人工湧昇流発生装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an artificial upwelling generator installed on the seabed for upwelling generation.

【0002】[0002]

【従来の技術】海底に設置した人工湧昇流発生装置に生
成される湧昇流を利用し植物プランクトンの餌となる栄
養塩を豊富に含んだ底層水を有光層まで上昇させること
により光合成作用を促進して植物プランクトンの増殖を
促すとともに、当該植物プランクトンに蝟集される動物
プランクトンの増殖・収集、並びに魚類の蝟集を図るこ
とにより、海域の基礎生産力の増強を達成し好漁場を造
成する装置、又は方法が提案されている。
2. Description of the Related Art Photosynthesis is performed by using upwelling generated by an artificial upwelling device installed on the seabed to elevate bottom water rich in nutrient salts for phytoplankton to the light layer. By promoting the action and promoting the growth of phytoplankton, and by increasing and collecting zooplankton collected in the phytoplankton and collecting fish, the basic productivity of the sea area is enhanced and a favorable fishing ground is established. An apparatus or method for doing so has been proposed.

【0003】そこで、本発明と関連がある先行技術文献
を挙げると、次のような発明がある。即ち、特開平5−
15275号公報記載の人工湧昇流発生構造物である。
その要旨は、潮流に対して直交する配置に設置した長尺
の主衝立体の上流側及び下流側に短尺の補助衝立体を設
置する。この補助衝立体は、その閉鎖側を主衝立体に対
峙するように複数の設けるとともに、その三面衝立板部
で形成される開放側を潮流方向に立設する。そして、こ
の補助衝立板の衝立板部の高さを主衝立体の衝立板より
低くする構成であり、大水深域への設置容易化構造的な
安定性が確保されること、広域な範囲での湧昇流が確保
されること、等を意図する発明である。
Therefore, the following inventions are given as prior art documents related to the present invention. That is, Japanese Unexamined Patent Publication No.
This is an artificial upwelling generation structure described in Japanese Patent No. 15275.
The gist is to install short auxiliary impact solids on the upstream and downstream sides of a long main impulse solid installed in a direction orthogonal to the tidal current. A plurality of the auxiliary impulse solids are provided so that the closed side faces the main impulse solid, and the open side formed by the three-sided partition plate portions is erected in the tide direction. The height of the partition plate of this auxiliary partition plate is lower than that of the partition plate of the main partition, facilitating installation in the deep water area, ensuring structural stability, and covering a wide area. It is an invention intended to ensure the upwelling of water.

【0004】[0004]

【発明が解決しようとする課題】前記先行技術文献の発
明(以下、この発明とする。)は、人工湧昇流の発生並
びに設置の容易化等が達成される効果を有する。しか
し、この発明は一体構造の主衝立体と補助衝立体の組合
せで、かつ衝立板並びに各衝立板部による湧昇流の生成
構造となっている。したがって、主衝立体と補助衝立体
の重量変更が困難であること、また沿岸海域の潮流又は
海中、海底の状況を考えて最も湧昇の高い組合せに変更
することは困難であること、等の課題がある。またこの
発明は、湧昇流の発生を目的とする。したがって、魚礁
としての機能を備えていない課題がある。
The invention of the above-mentioned prior art document (hereinafter referred to as the present invention) has the effect of achieving the generation of artificial upwelling flow and facilitation of installation. However, the present invention is a combination of a main impulse solid and an auxiliary impulse solid having an integral structure, and has a structure for generating an upwelling flow by the partition plate and each partition plate portion. Therefore, it is difficult to change the weight of the main thrust solid and the auxiliary thrust solid, and it is difficult to change to the combination with the highest upwelling in consideration of the tidal current of the coastal sea area, the undersea condition, and the seabed. There are challenges. The present invention also aims to generate upwelling currents. Therefore, there is a problem that it does not have the function as a fish reef.

【0005】[0005]

【課題が解決するための手段】上記に鑑み本発明は、円
筒柱内部の上向きの流れを確保し、海底層栄養塩の上方
への移流・拡散機能を効果的に発揮して、より優れた好
漁場を提供すること、並びに構造的に簡単で、製作の容
易化、低コスト化等が達成されること、等を意図し下記
の構成を採用する。
In view of the above, the present invention is superior in that it ensures an upward flow inside the cylindrical column and effectively exerts the upward advection / diffusion function of the nutrients of the seabed layer. The following configuration is adopted with the intention of providing a good fishing ground, structurally simple, facilitating production, and achieving cost reduction.

【0006】即ち、本発明の人工湧昇流発生装置は、形
鋼、鋼材等での架台構成材で枠組構成する角錐形状の架
台と、この架台に斜設された多数本の円筒柱と、で構成
されている。
That is, the artificial upwelling generator of the present invention comprises a pyramid-shaped mount framed by a frame-constituting member made of shaped steel, steel or the like, and a large number of cylindrical columns obliquely installed on the mount. It is composed of.

【0007】また本発明は、架台に多数本の円筒柱を設
けることにより、多くの内棚を確保して、魚礁としての
機能を発揮できること、を目的に下記の構成を採用す
る。
Further, the present invention adopts the following structure for the purpose of securing a large number of inner shelves and exhibiting the function as a fish reef by providing a large number of cylindrical columns on the gantry.

【0008】即ち、本発明の人工湧昇流発生装置は、形
鋼、鋼材等での架台構成材で枠組構成する三角錐形状の
架台と、この架台を横臥設置した状態で形成される傾斜
立掛部に斜設かつ対峙して設けられた多数本の円筒柱
と、で構成されている。
That is, the artificial upwelling generator of the present invention comprises a triangular pyramid-shaped pedestal, which is framed by the pedestal constituent materials such as shaped steel and steel, and an inclined standing formed in a state where the gantry is laid down on its side. It is composed of a large number of cylindrical columns obliquely provided facing each other on the hanging portion.

【0009】[0009]

【作用】本発明では、架台の組立て並びに多数本の円筒
柱の組付けは原則として護岸等の陸地で、重機を利用し
て枠組構成され、かつ海底に設置されので、図6〜図1
3を中心として説明する。即ち、護岸に重機を利用して
(吊下、組付けの一例であり、以下省略する。)ベース
部材を設置した後、当該ベース部材両側端やや内方の適
所に正面視(図に矢印で示す。)イ字形の立掛裾部材を
ボルト止め、溶接結縛等の取付手段(以下、取付けとす
る。)で設ける(図6参照。)。図例では六箇所である
が限定されない。この立掛裾部材が設けられた段階で、
ベースと立掛裾部材との間で、かつこのベースの長手方
向(前記矢印方向)に多数本の円筒柱を横設する(図
7、図8参照)。この多数本の円筒柱が横設された段階
で、当該多数本の円筒柱を番線等によりベースに固定す
る(一例である)。その後、前記各立掛裾部材に立掛内
枠部材がそれぞれ斜設した後、当該立掛内枠部材間に上
下差渡し部材を設けて、この立掛内枠部材を固定する
(図9参照)。この固定された立掛内枠部材の外面
(面)と前記ベース部材の上面(面)とを利用して多数
本の円筒柱を斜設し、かつ当該多数本の円筒柱を対峙さ
せる(図10参照)。その後、立掛外枠部材を斜設され
た多数本の円筒柱の周辺を保護するようにして設け、当
該立掛外枠部材と前記立掛内枠部材とを固定すると、図
2に示す完成された人工湧昇流発生装置が構成される。
In the present invention, assembling of the gantry and assembling of a large number of cylindrical columns are, in principle, constructed on a land such as a revetment by using heavy machinery and are framed and installed on the seabed.
3 will be mainly described. That is, after installing a base member using a heavy machine (suspending and assembling, which will be omitted below) on the seawall, a front view (indicated by an arrow in the figure) at a proper position on both ends of the base member is shown. (See FIG. 6) An a-shaped hanging hem member is provided by means of bolting, attachment means such as welding and binding (hereinafter referred to as attachment) (see FIG. 6). In the illustrated example, there are six locations, but the number is not limited. When this standing hem member is provided,
A large number of cylindrical columns are horizontally provided between the base and the standing hem member and in the longitudinal direction of the base (direction of the arrow) (see FIGS. 7 and 8). At the stage where the many cylindrical pillars are installed horizontally, the many cylindrical pillars are fixed to the base by a numbering wire or the like (an example). After that, after the hanging inner frame members are obliquely installed on the respective hanging hem members, a vertical transfer member is provided between the hanging inner frame members to fix the hanging inner frame members (see FIG. 9). ). Using the fixed outer surface (surface) of the hanging inner frame member and the upper surface (surface) of the base member, a large number of cylindrical columns are obliquely provided, and the cylindrical columns are opposed to each other (Fig. 10). After that, a hanging outer frame member is provided so as to protect the periphery of a large number of obliquely arranged cylindrical columns, and the hanging outer frame member and the hanging inner frame member are fixed to complete the process shown in FIG. The artificial upwelling generator is constructed.

【0010】以後は、海底への設置にかかるが、具体的
には、運搬船に人工湧昇流装置を数台積込む(図11参
照)。その後、ダグボートを利用して所定の位置に運搬
し、所定位置に達した段階で、クレーン船を利用して海
底に設置し、望ましくは図1の如く間欠式に設置する。
このようにして、横臥状に設置された三角錐形状を有す
る架台の対峙面には多数本の円筒柱が斜設され、かつ架
台のベースには多数本の円筒柱が横設(段積)される。
したがって、設置海底の潮流に対して、最も湧昇の高い
傾斜を容易に設計できる。具体的には、円筒柱の組立に
よる透孔及び壁部により上向きの流れを強めるととも
に、壁上部及び底部に透孔(窓)を持つことから、円筒
柱内部の上向きの流れが発生し、底層栄養塩の上方への
移流・拡散機能が効果的に発揮される。また架台の中央
に多くの円筒柱を横設することにより、多くの内棚を持
ち、底層・中層の魚に対しても魚礁として有効な機能を
持つ。また本人工湧昇発生装置は、連設或いは間欠式等
に配置して、継続的な湧昇の発生を促すことができる。
尚、前記架台の構成部材、架台の組立順序並びに多数本
の円筒柱の斜設、運搬等は一例であり限定されない。
After that, the installation on the seabed will be carried out. Specifically, several artificial upwelling devices are loaded on the carrier (see FIG. 11). After that, it is transported to a predetermined position using a doug boat, and when it reaches the predetermined position, it is installed on the seabed using a crane ship, and preferably, it is installed intermittently as shown in FIG.
In this way, a large number of cylindrical columns are installed obliquely on the confronting surface of the gantry having a triangular pyramid shape installed in a recumbent shape, and a large number of cylindrical columns are laid horizontally on the base of the gantry (tiered stacking). To be done.
Therefore, the slope with the highest upwelling can be easily designed for the tidal current on the installation seabed. Specifically, since the upward flow is strengthened by the through hole and the wall part due to the assembly of the cylindrical column, and the upward flow is generated in the upper and bottom parts of the wall, the upward flow occurs inside the cylindrical column, and the bottom layer is generated. The upward advection / diffusion function of nutrients is effectively exerted. In addition, by installing many cylindrical columns in the center of the gantry, it has many inner shelves and has an effective function as a fish reef even for bottom and middle-layer fish. Further, the present artificial upwelling device can be arranged in a row or intermittently so as to promote continuous upwelling.
The constituent members of the gantry, the order of assembling the gantry, and the oblique installation and transportation of a large number of cylindrical columns are merely examples and are not limited.

【0011】[0011]

【実施例】以下、本発明の一実施例を説明する。先ず、
図1〜図13に示す第1の例では、1は形鋼、鋼材、鋼
板等の架台構成材で枠組構成される三角錐形状の架台
で、この架台1は、ベース部材11と、このベース部材
11の両側端11a、11b(一側端でもよい。以下同
じ)やや内方の適所に面12を残して(一例である。以
下同じ)設けられた数基の立掛裾部材13、13、・・
(13とする。)と、この各立掛裾部材13にそれぞれ
斜設されて、かつほぼ八字形に対設された立掛内枠部材
14、14、・・(14とする。)と、この立掛内枠部
材14間に差渡された数本の上下差渡し部材15、16
と、前記面12と上差渡し部材15とに架承し、かつ前
記立掛内枠部材14との間に隙間17を有するように並
設された立掛外枠部材18と、で構成されている。そし
て架台1の立掛部1Aは、前記ベース部材11、立掛裾
部材13、上下差渡し部材15、16、及び立掛内外枠
部材14、18とで構成されており、当該立掛部1Aに
はベース部材11と立掛裾部材13並びに立掛内枠部材
14との間に後述する円筒柱を横設するほぼ立方体状の
内棚19と、この円筒柱を斜設する前記隙間17と、が
設けられている。尚、前記隙間17には、架台1の長手
方向に向って多数本の円筒柱2が列設されており、図1
の矢印方向よりみてほぼ八字状に対設されている。また
前記内棚19には多数本の円筒柱2が横設されている。
また円筒柱2には透孔3を設けて当該円筒柱2内に上向
きの潮流(湧昇流、湧流)を生成する場合もある。さら
に対設した多数本の円筒柱2の上方端2a間に隙間21
を形成し、当該隙間21内に潮流を発生させる。
An embodiment of the present invention will be described below. First,
In the first example shown in FIGS. 1 to 13, reference numeral 1 denotes a triangular pyramid-shaped pedestal configured by a framing component such as shaped steel, steel, and steel plate. The gantry 1 includes a base member 11 and a base. Several standing hem members 13, 13 provided on both sides 11a, 11b of the member 11 (may be one side end; the same applies to the following) and leave a face 12 in a proper position inward (an example; the same applies to the following). , ...
, (13), and the hanging inner frame members 14, 14, ... Several upper and lower transfer members 15, 16 transferred between the hanging inner frame members 14
And a hanging outer frame member 18 supported by the surface 12 and the upper delivery member 15 and arranged in parallel so as to have a gap 17 between the hanging inner frame member 14. ing. The pedestal portion 1A of the gantry 1 is composed of the base member 11, the pedestal hem member 13, the vertical transfer members 15 and 16, and the pedestal inner and outer frame members 14 and 18, and the pedestal portion 1A. A substantially cubic inner shelf 19 having a cylindrical column to be described later provided laterally between the base member 11, the standing hem member 13, and the standing inner frame member 14, and the gap 17 in which the cylindrical column is obliquely provided. , Are provided. In the gap 17, a large number of cylindrical columns 2 are arranged in a row in the longitudinal direction of the gantry 1.
When viewed from the direction of the arrow, they are arranged in a substantially eight-shape. Further, a large number of cylindrical columns 2 are laterally provided on the inner shelf 19.
In addition, there is a case where a through hole 3 is provided in the cylindrical column 2 to generate an upward tidal current (upward current, upward current) in the cylindrical column 2. Further, a gap 21 is formed between the upper ends 2a of a large number of cylindrical columns 2 arranged opposite to each other.
And a tidal current is generated in the gap 21.

【0012】次に図14、図15に示す第2の例では、
111は形鋼、鋼材、鋼板等の架台構成材で枠組構成さ
れる三角錐形状の架台で、この架台111は、ベース部
材1111と、このベース部材1111の一方側端11
11aやや内方の適所に面112を残して設けられた数
基の立掛裾部材113・・(113とする。)と、前記
ベース部材1111の他方側端1111bに設けられた
数基の柱部材113a・・(113aとする。)と、前
記立掛裾部材113に立設又は斜設されてかつほぼ倒レ
字形に対設された立掛内枠部材114・・(114とす
る。)と、この立掛内枠部材114及び柱部材113a
間に差渡された数本の上下差渡し部材115、116
と、前記面112と上差渡し部材115とに架承し、か
つ前記立掛内枠部材114との間に隙間117を有する
ように並設され立掛外枠部材118と、で構成されてい
る。そして、架台111の立掛部1Aは、前記ベース部
材111、立掛裾部材113、上下差渡し部材115、
116、並びに立掛内外枠部材114、118及び柱部
材113a、とで構成されており、当該立掛部1Aには
ベース部材1111と立掛裾部材113並びに立掛内枠
部材114との間に後述する円筒柱を横設するほぼ立方
体状の内棚119と、この円筒柱を斜設する前記隙間1
17と、が設けられている。尚、前記隙間117には、
架台111の長手方向に向って多数本の円筒柱2が列設
されており、図15の矢印方向よりみてほぼ倒レ字状に
対設されている。また前記内棚119には多数本の円筒
柱2が横設されている。また円筒柱2には透孔3を設け
て当該円筒柱2内に上向きの潮流を生成する構成も採用
される。さらに対設した多数本の円筒柱2の上方端2a
間に隙間117を形成し、当該隙間117内に潮流を発
生させる。尚、この例では安定性を考慮して転倒防止部
材2000を設けることがよい。
Next, in the second example shown in FIGS. 14 and 15,
Reference numeral 111 denotes a triangular pyramid-shaped frame that is framed by frame components such as shaped steel, steel material, and steel plate. The platform 111 includes a base member 1111 and one end 11 of the base member 1111.
11a, several standing hem members 113 (.113) provided with a surface 112 left in a slightly inward position, and several columns provided on the other end 1111b of the base member 1111. The members 113a, ... (113a) and the standing inner frame members 114 ,. And the hanging inner frame member 114 and the column member 113a
Several upper and lower transfer members 115, 116 passed between
And a hanging outer frame member 118, which is supported by the surface 112 and the upper transfer member 115, and is juxtaposed so as to have a gap 117 between the hanging inner frame member 114. There is. The standing portion 1A of the gantry 111 includes the base member 111, the standing hem member 113, the upper and lower transfer members 115,
116, and the hanging inner and outer frame members 114 and 118 and the pillar member 113a, and between the base member 1111 and the hanging hem member 113 and the hanging inner frame member 114 in the hanging portion 1A. A substantially cubic inner shelf 119 having a cylindrical column to be provided later and the gap 1 having the cylindrical column obliquely provided.
17 are provided. In addition, in the gap 117,
A large number of cylindrical columns 2 are arranged in a row in the longitudinal direction of the gantry 111, and are arranged in a substantially inverted V shape when viewed from the direction of the arrow in FIG. Further, a large number of cylindrical columns 2 are laterally provided on the inner shelf 119. Further, a configuration is also adopted in which a through hole 3 is provided in the cylindrical column 2 to generate an upward tidal current in the cylindrical column 2. Further, the upper ends 2a of a large number of cylindrical columns 2 arranged opposite to each other.
A gap 117 is formed between them and a tidal current is generated in the gap 117. In this example, the fall prevention member 2000 may be provided in consideration of stability.

【0013】以上で詳述した人工湧昇流発生装置の海底
Aへの設置方法は、図1の如く、矢印方向における間欠
式、連続式、間欠・連続式等、又は矢印方向を直交する
方向における間欠式、連続式、間欠・連続式等、各種の
態様が採用される。尚、第2の例では、更に立設側又は
斜設側での組合せ型も採用できる。即ち、海底Aの条
件、又は潮流の条件、等の如く、各種条件で種々の設置
方法がある。また円筒柱2の本数又は同設ける位置(即
ち、単例、複例、間欠等)・部位も自由である。
The method for installing the artificial upwelling generator described in detail above on the seabed A is, as shown in FIG. 1, an intermittent type in the arrow direction, a continuous type, an intermittent / continuous type, or a direction orthogonal to the arrow direction. Various modes such as an intermittent type, a continuous type, an intermittent / continuous type, etc. are adopted. In addition, in the second example, a combination type on the upright side or the oblique side can also be adopted. That is, there are various installation methods under various conditions such as the condition of the seabed A or the condition of tidal current. Further, the number of cylindrical columns 2 or the positions (i.e., single example, multiple examples, intermittent, etc.) and parts thereof to be provided are also free.

【0014】尚、本発明は、モデルによる実験結果等に
より、既に、湧昇流の機能、人口湧昇流発生装置の規
模、その他設定条件、構造計算等は、確認済みでありか
つそれなりの成果が発揮されている。
According to the present invention, the function of upwelling, the scale of the artificial upwelling generator, other setting conditions, structural calculation, etc. have already been confirmed based on the results of experiments using a model, and some results have been obtained. Is being demonstrated.

【0015】[0015]

【発明の効果】本発明は前述の構成を採用したので、次
のような効果を有する。即ち、横臥状に設置された角錐
形状を有する架台の対峙面には多数本の円筒柱を斜設
し、かつ架台のベースには多数本の円筒柱が横設する構
成である。したがって、設置海底の潮流に対して、最も
湧昇の高い傾斜を容易に設計できる。具体的には、円筒
柱の組立による透孔及び壁部により上向きの流れを強め
るとともに、壁上部及び底部に透孔(窓)を持つことか
ら、円筒柱内部の上向きの流れが発生し、底層栄養塩の
上方への移流・拡散機能が効果的に発揮される。殊に、
本発明では総重量を簡易に変更できること、又は沿岸海
域の潮流又は海中、海底の状況を考えて最も湧昇の高い
組合せに変更できること、等の実用的な効果を有する。
また架台の中央に多くの円筒柱を横設することにより、
多くの内棚を持ち、底層・中層の魚に対しても魚礁とし
て有効な機能を持つ効果がある。また本人工湧昇流発生
装置は、連設或いは間欠式等に配置して、継続的な湧昇
の発生を促すことができる。
Since the present invention employs the above-mentioned structure, it has the following effects. That is, a large number of cylindrical columns are obliquely provided on the confronting surface of a gantry having a pyramidal shape installed in a recumbent shape, and a large number of cylindrical columns are horizontally provided on the base of the gantry. Therefore, the slope with the highest upwelling can be easily designed for the tidal current on the installation seabed. Specifically, since the upward flow is strengthened by the through hole and the wall part due to the assembly of the cylindrical column, and the upward flow is generated in the upper and bottom parts of the wall, the upward flow occurs inside the cylindrical column, and the bottom layer is generated. The upward advection / diffusion function of nutrients is effectively exerted. In particular,
The present invention has a practical effect that the total weight can be easily changed, or the combination with the highest upwelling can be changed in consideration of the tidal current in the coastal sea area, the undersea condition, and the seabed.
Also, by arranging many cylindrical columns in the center of the frame,
It has many inner shelves and is effective as a fish reef even for bottom and middle-layer fish. Further, the present artificial upwelling flow generating device can be arranged in a row or intermittently so as to promote continuous upwelling.

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

【図1】海底への設置状況の一例を示す図である。FIG. 1 is a diagram showing an example of a situation of installation on the seabed.

【図2】第1の例を示す斜視図である。FIG. 2 is a perspective view showing a first example.

【図3】第1の例を示す平面図である。FIG. 3 is a plan view showing a first example.

【図4】第1の例の組立て状態を説明する図である。FIG. 4 is a diagram illustrating an assembled state of the first example.

【図5】第1の例の組立て過程を説明する図である。FIG. 5 is a diagram illustrating an assembling process of the first example.

【図6】第1の例の架台組立て状態を説明する図であ
る。
FIG. 6 is a diagram illustrating a gantry assembled state of the first example.

【図7】第1の例の円筒柱の段積み説明する図である。FIG. 7 is a diagram illustrating stacking of cylindrical columns of the first example.

【図8】第1の例の架台の立掛内枠部材の組立て状態を
説明する図である。
FIG. 8 is a diagram illustrating an assembled state of the standing inner frame member of the gantry of the first example.

【図9】第1の例の円筒柱の差込み説明する図である。FIG. 9 is a diagram illustrating insertion of a cylindrical column of the first example.

【図10】第1の例の架台の外掛内枠部材の組立て状態
を説明する図である。
FIG. 10 is a diagram illustrating an assembled state of the outer hanging inner frame member of the gantry of the first example.

【図11】第1の例の人工湧昇流発生装置の積み込み状
況を説明する図である。
FIG. 11 is a diagram illustrating a loading situation of the artificial upwelling generator of the first example.

【図12】第1の例の人工湧昇流発生装置の運搬状況を
説明する図である。
FIG. 12 is a diagram illustrating a transportation state of the artificial upwelling generator of the first example.

【図13】第1の例の人工湧昇流発生装置の設置状況を
説明する図である。
FIG. 13 is a diagram illustrating an installation situation of the artificial upwelling generator of the first example.

【図14】第2の例の架台を示す斜視図である。FIG. 14 is a perspective view showing a pedestal of a second example.

【図15】第2の例を示す平面図である。FIG. 15 is a plan view showing a second example.

【符号の説明】[Explanation of symbols]

1 架台 1A 立掛部 11 ベース部材 11a 側端 11b 側端 12 面 13 立掛裾部材 14 立掛内枠部材 15 上差渡し部材 16 下差渡し部材 17 隙間 18 立掛外枠部材 19 内棚 2 円筒柱 2a 上方端 21 隙間 3 透孔 111 架台 1A 立掛部 1111 ベース部材 1111a 側端 1111b 側端 112 面 113 立掛裾部材 113a 柱部材 114 立掛内枠部材 115 上差渡し部材 116 下差渡し部材 117 隙間 118 立掛外枠部材 119 内棚 2000 転倒防止部材 A 海底 1 Stand 1A Standing part 11 Base member 11a Side end 11b Side end 12 Surface 13 Standing hem member 14 Standing inner frame member 15 Upper delivery member 16 Lower delivery member 17 Gap 18 Standing outer frame member 19 Inner shelf 2 Cylindrical column 2a Upper end 21 Gap 3 Through hole 111 Frame 1A Standing part 1111 Base member 1111a Side end 1111b Side end 112 Surface 113 Standing hem member 113a Pillar member 114 Standing inner frame member 115 Upper transfer member 116 Lower transfer Member 117 Gap 118 Standing outer frame member 119 Inner shelf 2000 Fall prevention member A Seabed

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 形鋼、鋼材等での架台構成材で枠組構成
する角錐形状の架台と、この架台に斜設された多数本の
円筒柱と、で構成されている人工湧昇流発生装置。
1. An artificial upwelling generation device comprising a pyramidal pedestal framed by a framing component made of shaped steel, steel or the like, and a large number of cylindrical columns obliquely installed on the pedestal. .
【請求項2】 形鋼、鋼材等での架台構成材で枠組構成
する角錐形状の架台と、この架台に斜設された多数本の
円筒柱と、前記設置した架台の角錐内棚に横設した多数
本の円筒柱と、で構成される人工湧昇流発生装置。
2. A pyramidal pedestal framed by a framing component made of shaped steel, steel or the like, a large number of cylindrical columns obliquely installed on this pedestal, and horizontally installed on the pyramidal inner shelf of the pedestal installed. An artificial upwelling generator composed of a large number of cylindrical columns.
【請求項3】 形鋼、鋼材等での架台構成材で枠組構成
する三角錐形状の架台と、この架台を横臥設置した状態
で形成される傾斜立掛部に斜設かつ対峙して設けられた
多数本の円筒柱と、で構成されている人工湧昇流発生装
置。
3. A triangular pyramid-shaped pedestal, which is framed with a framing component made of shaped steel, steel, etc., and is provided obliquely and oppositely to an inclined stand portion formed in a state in which the gantry is laid sideways. An artificial upwelling generator composed of a large number of cylindrical columns.
【請求項4】 形鋼、鋼材等での架台構成材で枠組構成
する三角錐形状の架台と、この架台を横臥設置した状態
で形成される傾斜立掛部に斜設かつ対峙して設けられた
多数本の円筒柱と、前記設置した架台の角錐内棚に横設
した多数本の円筒柱と、で構成されている人工湧昇流発
生装置。
4. A triangular pyramid-shaped pedestal, which is framed with a framing component made of shaped steel, steel, etc., and is provided obliquely and opposite to an inclined standing portion formed in a state where the pedestal is laid down. An artificial upwelling generation device comprising a large number of cylindrical columns and a large number of cylindrical columns arranged horizontally on the pyramidal inner shelf of the installed stand.
【請求項5】 上記斜設された多数本の円筒柱に窓を設
ける構成とした請求項1、請求項2、請求項3又は請求
項4記載の人工湧昇流発生装置。
5. The artificial upwelling generator according to claim 1, claim 2, claim 3, or claim 4, wherein a window is provided in the plurality of obliquely arranged cylindrical columns.
JP7122052A 1995-05-22 1995-05-22 Artificial upwell generator Expired - Fee Related JP2685089B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7122052A JP2685089B2 (en) 1995-05-22 1995-05-22 Artificial upwell generator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7122052A JP2685089B2 (en) 1995-05-22 1995-05-22 Artificial upwell generator

Publications (2)

Publication Number Publication Date
JPH08308426A JPH08308426A (en) 1996-11-26
JP2685089B2 true JP2685089B2 (en) 1997-12-03

Family

ID=14826430

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7122052A Expired - Fee Related JP2685089B2 (en) 1995-05-22 1995-05-22 Artificial upwell generator

Country Status (1)

Country Link
JP (1) JP2685089B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103141423A (en) * 2013-04-17 2013-06-12 威海市环翠区海洋与渔业研究所 Artificial fish reef

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101014848B1 (en) * 2009-05-27 2011-02-15 주식회사 우미 Multi-Purpose Artificial Reef Using Top-Type Reef Block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103141423A (en) * 2013-04-17 2013-06-12 威海市环翠区海洋与渔业研究所 Artificial fish reef

Also Published As

Publication number Publication date
JPH08308426A (en) 1996-11-26

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