JPH0621332Y2 - Oxygen lump prevention device - Google Patents

Oxygen lump prevention device

Info

Publication number
JPH0621332Y2
JPH0621332Y2 JP1988158503U JP15850388U JPH0621332Y2 JP H0621332 Y2 JPH0621332 Y2 JP H0621332Y2 JP 1988158503 U JP1988158503 U JP 1988158503U JP 15850388 U JP15850388 U JP 15850388U JP H0621332 Y2 JPH0621332 Y2 JP H0621332Y2
Authority
JP
Japan
Prior art keywords
water
shaped structure
hollow box
opening
intake
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
JP1988158503U
Other languages
Japanese (ja)
Other versions
JPH0278061U (en
Inventor
忠春 井上
英明 佐藤
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.)
Fujita Corp
Taiyo Kogyo Co Ltd
Toray Engineering Co Ltd
Penta Ocean Construction Co Ltd
Kumagai Gumi Co Ltd
Shimizu Corp
Original Assignee
Fujita Corp
Taiyo Kogyo Co Ltd
Penta Ocean Construction Co Ltd
Kumagai Gumi Co Ltd
Toyo Construction Co Ltd
Shimizu Corp
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 Fujita Corp, Taiyo Kogyo Co Ltd, Penta Ocean Construction Co Ltd, Kumagai Gumi Co Ltd, Toyo Construction Co Ltd, Shimizu Corp filed Critical Fujita Corp
Priority to JP1988158503U priority Critical patent/JPH0621332Y2/en
Publication of JPH0278061U publication Critical patent/JPH0278061U/ja
Application granted granted Critical
Publication of JPH0621332Y2 publication Critical patent/JPH0621332Y2/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

  • Farming Of Fish And Shellfish (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、海洋や湖沼において魚貝類を死滅させる原
因となる貧酸素水塊(青潮)が発生するのを防止できる
貧酸素水塊発生防止装置に関するものである。
[Detailed Description of the Invention] [Industrial field of application] This invention is intended to prevent generation of anoxic water mass (blue tide) which causes death of fish and shellfish in the ocean and lakes. The present invention relates to a prevention device.

〔従来の技術〕[Conventional technology]

海洋や湖沼において、魚貝類やプランクトンが死亡して
水底に堆積すると、その死亡した魚貝類やプランクトン
が分解する過程で水中の酸素が消費されるので、水底付
近に貧酸素水塊が発生する。貧酸素水塊が発生する場所
は、水底地盤の凹部など波や水流による水の交換が正常
に行なわれない場所である。
In the oceans and lakes, when fish and shellfish and plankton die and accumulate on the bottom of the water, oxygen in the water is consumed in the process of decomposition of the dead fish and shellfish and plankton, so that a hypoxic water mass occurs near the bottom of the water. The place where the oxygen-deficient water mass occurs is a place where the water is not normally exchanged by waves or water currents, such as a recess in the bottom of the water.

魚貝類やプランクトンが死亡して水底に堆積してから、
貧酸素水塊が発生するまでは相当長時間を要するので、
水の交換を行なうことにより貧酸素水塊の発生を防止す
ることができる。
After fish and shellfish and plankton died and accumulated on the bottom of the water,
It takes a considerable amount of time for the oxygen-deficient water mass to occur,
By exchanging water, it is possible to prevent the generation of oxygen-poor water mass.

従来、水底付近に貧酸素水塊が発生するのを防止する手
段としては、(1)水上の架台または地上に設置したコン
プレッサに送気管の一端部を接続すると共に、その送気
管の他端部を水底付近に配置し、前記コンプレッサから
送気管を経て高圧空気を水底付近に噴出させて、上昇気
流を発生させ、その上昇気流により水を攪乱する方式、
(2)実開昭58−178396号公報により公表されているよう
に、水底地盤上に設置された水中ポンプに可撓性送水管
の下端部を接続し、その可撓性送水管の上部にフロート
および散水ノズルを取付け、水底の水を、水中ポンプに
より可撓性送水管を経て圧送して前記散水ノズルから噴
射する方式、(3)潮流を導流堤により所定の場所へ誘導
する方式等が知られている。
Conventionally, as means for preventing the generation of oxygen-deficient water mass near the bottom of the water, (1) connect one end of the air supply pipe to a pedestal on the water or a compressor installed on the ground, and the other end of the air supply pipe Is arranged near the bottom of the water, high-pressure air is ejected from the compressor to the vicinity of the bottom of the water through an air supply pipe, and an ascending air current is generated, and the ascending air current disturbs the water.
(2) As disclosed in Japanese Utility Model Laid-Open No. 58-178396, the lower end of the flexible water pipe is connected to the submersible pump installed on the bottom of the water, and the upper part of the flexible water pipe is connected. A method in which a float and a sprinkling nozzle are attached, and water at the bottom of the water is pumped through a flexible water pipe by an underwater pump and jetted from the sprinkling nozzle, (3) a method in which tidal current is guided to a predetermined place by a dike It has been known.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

前記(1)(2)の方式の場合は、動力費が著しく高くなる。
また前記(3)の方式の場合は、相当長い導流堤を必要と
するので工事費が著しく高くなり、かつ導流堤により誘
導されるのは主として表面水であって、導流堤により水
底側の水の流れを促進することは困難であり、さらに潮
流のない場所や潮流速の遅い場所には適しない方式であ
る。
In the case of the above methods (1) and (2), the power cost becomes extremely high.
Further, in the case of the method of (3) above, since a considerably long dike is required, the construction cost is significantly high, and the diversion dike mainly induces surface water, and It is difficult to promote the flow of water on the side, and it is not suitable for locations where there is no tidal current or where tidal current is slow.

この考案は、高い動力費および多額の工事費を必要とす
ることなく、潮流を利用して水流を発生させて、貧酸素
水塊が発生するのを防止できる装置を提供することを目
的とするものである。
An object of the present invention is to provide a device that can generate a water flow by utilizing a tidal current and prevent generation of anoxic water mass without requiring high power cost and a large amount of construction cost. It is a thing.

〔課題を解決するための手段〕[Means for Solving the Problems]

前記目的を達成するために、この考案の貧酸素水塊発生
防止装置においては、中空箱形構造物1が貧酸素水塊発
生予想場所の水底地盤12に固定されると共に、その中
空箱形構造物1の上部が満潮時の水面2よりも上方に配
置され、前記中空箱形構造物1における側壁3の下部に
設けられた取排水口4に開閉弁5が設けられ、前記中空
箱形構造物1に固定された開閉用駆動装置19と前記開
閉弁5とは、伝動機構および開閉用操作杆17を介して
連結され、水自体の移動水流を生ぜしめるように構成さ
れている。
In order to achieve the above object, in the device for preventing generation of oxygen-deficient water lumps of the present invention, the hollow box-shaped structure 1 is fixed to the water bottom ground 12 at the place where the generation of oxygen-deficient water lumps is expected, and the hollow box-shaped structure The upper part of the object 1 is arranged above the water surface 2 at the time of high tide, and the opening / closing valve 5 is provided in the intake / drainage port 4 provided in the lower part of the side wall 3 of the hollow box-shaped structure 1. The opening / closing drive device 19 fixed to the object 1 and the opening / closing valve 5 are connected via a transmission mechanism and an opening / closing operating rod 17 so as to generate a moving water flow of water itself.

また中空箱形構造物1が貧酸素水塊発生予想場所の水底
地盤12に固定されると共に、その中空箱形構造物1の
上部が満潮時の水面2よりも上方に配置され、前記中空
箱形構造物1における側壁3の下部に設けられた取水口
6に、取水許容排水防止用逆止弁9が設けられ、前記側
壁3に、満潮時の水位2より下方の位置において排水口
10が設けられ、その排水口10に排水許容逆止弁11
が設けられることによっても、前記目的を達成すること
ができる。
Further, the hollow box-shaped structure 1 is fixed to the water bottom ground 12 at the place where the hypoxic water mass is expected to occur, and the upper part of the hollow box-shaped structure 1 is arranged above the water surface 2 at high tide. A check valve 9 for preventing permissible intake of water is provided at an intake 6 provided at a lower portion of a side wall 3 of the shaped structure 1, and a drain port 10 is provided at the side wall 3 below a water level 2 at high tide. A drainage allowance check valve 11 is provided at the drainage port 10 thereof.
The above-mentioned object can be achieved also by providing.

〔作用〕 干潮時から満潮時に移行する際に、潮位差により水底側
の水が取排水口4または取水口6を通って中空箱形構造
物1内に自動的に取入れられる。また満潮時には、中空
箱形構造物1内の水が、取排水口4または排水口10を
通って中空箱形構造物1の外部に自動的に排出される。
[Operation] When transitioning from low tide to high tide, the water on the water bottom side is automatically taken into the hollow box-shaped structure 1 through the intake / exhaust port 4 or the intake port 6 due to the difference in tide level. At high tide, the water in the hollow box-shaped structure 1 is automatically discharged to the outside of the hollow box-shaped structure 1 through the intake / drainage port 4 or the drainage port 10.

〔実施例〕〔Example〕

次にこの考案を図示の例によって詳細に説明する。 Next, the present invention will be described in detail with reference to the illustrated example.

第1図および第2図はこの考案の第1実施例を示すもの
であって、貧酸素水塊発生予定場所の水底地盤12に、
コンクリートまたは鋼材により製作された中空箱形構造
物1の下部が埋込固定され、その中空箱形構造物1の上
部は満潮時の水面2よりも突出し、かつ中空箱形構造物
1における側壁3の下部には、水底面よりも若干高レベ
ルにおいて横方向に延長する取排水管13が貫通固定さ
れ、その取排水管13の内部が取排水口4を構成してい
る。
FIG. 1 and FIG. 2 show a first embodiment of the present invention, in which the water bottom ground 12 at the place where the oxygen-deficient water mass is to be generated,
The lower part of the hollow box-shaped structure 1 made of concrete or steel is embedded and fixed, and the upper part of the hollow box-shaped structure 1 projects above the water surface 2 at high tide and the side wall 3 of the hollow box-shaped structure 1 An intake / drainage pipe 13 extending laterally at a level slightly higher than the water bottom is pierced and fixed to the lower part of the above, and the inside of the intake / drainage pipe 13 constitutes the intake / drainage port 4.

前記取排水管13の外側端部に塊状固形物侵入防止用ス
クリーン14が取付けられ、かつ前記中空箱形構造物1
の上面板15に通気孔16が設けられ、さらに前記中空
箱形構造物1内において、取排水管13の端部に、取排
水口4を開閉する昇降ゲートからなる開閉弁5が昇降自
在に嵌設され、垂直な開閉用操作杆17の下端部は開閉
弁5に連結され、またその操作杆17の上部は前記上面
板15に貫通されている。
A screen 14 for preventing intrusion of solid solid matter is attached to the outer end of the intake / drain pipe 13, and the hollow box-shaped structure 1
A ventilation hole 16 is provided in the upper surface plate 15 of the above, and an opening / closing valve 5 composed of an elevation gate for opening / closing the intake / drainage port 4 can be raised and lowered at the end of the intake / drainage pipe 13 in the hollow box-shaped structure 1. The lower end of the vertically opened and closed operating rod 17 is connected to the open / close valve 5, and the upper portion of the operating rod 17 is penetrated by the top plate 15.

前記中空箱形構造物1の上面に固定された支持フレーム
18に、減速機付き電動機からなる開閉用駆動装置19
が固定されると共に、開閉用操作杆17の上部をガイド
するガイドローラ20が取付けられ、かつ前記電動機に
電力を供給するバッテリ21は支持フレーム18内に収
容され、かつ前記開閉用駆動装置19により回転される
ピニオン22は、前記開閉用操作杆17の上端部に一体
に設けられたラック23に噛み合わされ、前記開閉用駆
動装置19を正回転運転または逆回転運転すると、開閉
用操作杆17を介して開閉弁5が上昇移動または下降移
動されて、その開閉弁5により取排水口4が開閉され
る。
A support frame 18 fixed to the upper surface of the hollow box-shaped structure 1 is provided with a drive device 19 for opening and closing, which is an electric motor with a reduction gear.
Is fixed, a guide roller 20 for guiding the upper part of the opening / closing operating rod 17 is attached, and a battery 21 for supplying electric power to the electric motor is housed in a support frame 18 and is opened / closed by the opening / closing drive device 19. The rotated pinion 22 is meshed with a rack 23 integrally provided on the upper end of the opening / closing operating rod 17, and when the opening / closing driving device 19 is operated in forward or reverse rotation, the opening / closing operating rod 17 is opened. The opening / closing valve 5 is moved upward or downward via the opening / closing valve 5 to open / close the intake / outlet port 4.

前記中空箱形構造物1における側壁3の外部に、干潮時
の水面8付近から中空箱形構造物1の上面よりも僅かに
上方のレベルまで延長するタラップ24が固定され、か
つ前記中空箱形構造物1の上面の周囲には安全柵25が
固定され、その中空箱形構造物1の上面は、釣り台,観
測台,信号台あるいは遊び場等に利用される。
On the outside of the side wall 3 of the hollow box-shaped structure 1, there is fixed a trap 24 extending from near the water surface 8 at low tide to a level slightly above the upper surface of the hollow box-shaped structure 1, and A safety fence 25 is fixed around the upper surface of the structure 1, and the upper surface of the hollow box-shaped structure 1 is used as a fishing stand, an observation stand, a signal stand, a playground, or the like.

第1実施例の貧酸素水塊発生防止装置において、干潮時
に閉じられている開閉弁5を干潮時から満潮時に移行す
る際に開放して、中空箱形構造物1の内外の水位が同一
レベルになるまで、中空箱形構造物1の外部にある水底
側の水を、取排水口4を通って中空箱形構造物1内に侵
入させると、水底側に水流が発生する。
In the oxygen-deficient water mass generation preventing apparatus according to the first embodiment, the on-off valve 5 closed at low tide is opened at the time of transition from low tide to high tide, so that the water levels inside and outside the hollow box-shaped structure 1 are at the same level. Until, water on the water bottom side outside the hollow box-shaped structure 1 enters the hollow box-shaped structure 1 through the intake / drainage port 4, a water flow is generated on the water bottom side.

次に中空箱形構造物1の内外の水位が同一になったとき
(望ましくは満潮時)、開閉弁5を閉じて干潮時を待
ち、最干潮時になったとき、前記開閉弁5を開放する
と、潮位差による水頭によって中空箱形構造物1内の水
が取排水口4を通って中空箱形構造物1の外部に流出す
るので、中空箱形構造物1の外部の水底側に水流が発生
する。
Next, when the water levels inside and outside the hollow box-shaped structure 1 become the same (desirably at high tide), the on-off valve 5 is closed to wait for low tide, and at the low tide, the on-off valve 5 is opened. Since the water in the hollow box-shaped structure 1 flows out to the outside of the hollow box-shaped structure 1 through the intake / discharge port 4 due to the head of water due to the difference in tide level, the water flow to the bottom side outside the hollow box-shaped structure 1 Occur.

中空箱形構造物1の内外の水位が同一レベルになったと
き、開閉弁5を閉じて次の満潮時に備え、以下同様の開
閉弁5の開閉操作を反復して行なわせる。
When the water levels inside and outside the hollow box-shaped structure 1 reach the same level, the opening / closing valve 5 is closed to prepare for the next high tide, and the same opening / closing operation of the opening / closing valve 5 is repeated thereafter.

第1実施例の場合の必要動力は、開閉弁5の開閉移動に
必要な動力だけであり、中空箱形構造物1内への水の流
入および中空箱形構造物1内からの水の流出は、潮位差
エネルギーを利用して行なわれるので、動力消費量が少
なくて経済的である。
The power required in the case of the first embodiment is only the power required to open and close the open / close valve 5, and the water flows into the hollow box-shaped structure 1 and the water flows out from the hollow box-shaped structure 1. Is carried out by utilizing the tidal difference energy, so it consumes less power and is economical.

第1実施例の場合、潮汐表を用い、予め満潮・干潮時間
を把握しておき、コンピューターに連動させて開閉弁5
を開閉移動させれば、無人運転することができる。また
開閉用駆動装置19を運転するための電源としては太陽
光線を利用するバッテリーを使用してもよい。
In the case of the first embodiment, the tide table is used to grasp the high tide and low tide times in advance, and the open / close valve 5 is linked with the computer.
You can drive unmanned by opening and closing. A battery using sunlight may be used as a power source for driving the opening / closing drive device 19.

第3図はこの考案の第2実施例を示すものであって、貧
酸素水塊発生場所の水底地盤12に複数本のアンカー部
材または杭等の埋込み支持部材26が打設され、中空箱
形構造物1の底部と各埋込み支持部材26とはチェーン
またはワイヤロープ等の可撓性連結部材27を介して連
結され、かつ中空箱形構造物1の上部の周囲に複数の係
留索28の一端部が連結され、その係留索28の他端部
は水底地盤に係止されたアンカー(図示を省略した)に
連結され、さらに中空箱形構造物1内において取排水管
13の端部にフラップゲートからなる開閉弁5の上部が
回動自在に取付けられ、その開閉弁5を回動する開閉用
駆動装置19は取排水管13の端部または中空箱形構造
物1に固定されているが、その他の構成および開閉用駆
動装置19による開閉弁5の開閉時期は第1実施例の場
合と同様である。
FIG. 3 shows a second embodiment of the present invention, in which a plurality of anchor members or embedded support members 26 such as piles are driven in the water bottom ground 12 at the place where the oxygen-poor water mass occurs, and a hollow box shape is formed. The bottom of the structure 1 and each embedded support member 26 are connected via a flexible connecting member 27 such as a chain or a wire rope, and one end of a plurality of mooring lines 28 is provided around the upper portion of the hollow box-shaped structure 1. The other end of the mooring line 28 is connected to an anchor (not shown) that is locked to the submarine ground, and the flap is attached to the end of the intake / exhaust pipe 13 in the hollow box-shaped structure 1. The upper part of the on-off valve 5 composed of a gate is rotatably attached, and the opening / closing drive device 19 for rotating the on-off valve 5 is fixed to the end of the intake / exhaust pipe 13 or the hollow box-shaped structure 1. , Other configurations and opening / closing drive device 19 Closing timing of the valve closing 5 are the same as in the first embodiment.

第4図および第5図はこの考案の第3実施例を示すもの
であって、中空箱形構造物1における側壁3の下部に、
水底面よりも若干高レベルにおいて横方向に延長する取
水管29が貫通固定され、その取水管29の内部が取水
口6を構成し、かつ中空箱形構造物1内において、取水
管29の端部の上部にフラップゲートからなる取水許容
排水防止用逆止弁9が横軸33により回動自在に取付け
られ、前期側壁3の上部に、満潮時の水位2よりも低い
レベルにおいて横方向に延長する排水管34が貫通固定
され、その排水管34の内部が排水口10を構成し、さ
らに中空箱形構造物1の外部において、排水管34の端
部の上部にフラップゲートからなる排水許容逆止弁11
が横軸35により回動自在に取付けられているが、その
他の構成は第1実施例の場合と同様である。
FIG. 4 and FIG. 5 show a third embodiment of the present invention, in which the lower portion of the side wall 3 of the hollow box-shaped structure 1 is
An intake pipe 29 extending laterally at a level slightly higher than the bottom surface of the water is fixed through the intake pipe 29, and the inside of the intake pipe 29 constitutes the intake port 6 and the end of the intake pipe 29 in the hollow box-shaped structure 1. A check valve 9 for preventing water intake and drainage, which is composed of a flap gate, is rotatably attached to the upper part of the section by a horizontal shaft 33, and extends laterally above the side wall 3 at a level lower than the water level 2 at high tide. The drainage pipe 34 is fixed through, and the inside of the drainage pipe 34 constitutes the drainage port 10. Further, outside the hollow box-shaped structure 1, the drainage allowance reverse structure including a flap gate is provided above the end of the drainage pipe 34. Stop valve 11
Is rotatably attached by a horizontal shaft 35, but other configurations are the same as in the first embodiment.

第1実施例および第2実施例の場合、第6図に示すよう
に、取排水管13を4角形の横断面の中空箱形構造物1
における各側壁3に設けてもよく、あるいは取排水管1
3を中空箱形構造物1における2つの側壁3または3つ
の側壁3に設けてもよい。
In the case of the first and second embodiments, as shown in FIG. 6, the intake / drain pipe 13 is a hollow box-shaped structure 1 having a rectangular cross section.
May be provided on each side wall 3 of the
3 may be provided on the two side walls 3 or the three side walls 3 of the hollow box-shaped structure 1.

また第3実施例の場合、取水管29および排水管34を
4角形横断面の中空箱形構造物1における複数の側壁3
に設けてもよい。
In the case of the third embodiment, the intake pipe 29 and the drain pipe 34 are connected to the side walls 3 of the hollow box-shaped structure 1 having a rectangular cross section.
May be provided.

この考案を実施する場合、前期中空箱形構造物1をコン
クリート,鋼材,FRPのうちの複数の材料の複合材に
より構成してもよく、また中空箱形構造物1の横断面形
状は正方形,長方形,円形の何れであってもよい。
In the case of implementing the present invention, the hollow box-shaped structure 1 may be made of a composite material of a plurality of materials such as concrete, steel and FRP, and the hollow box-shaped structure 1 has a square cross-sectional shape. It may be rectangular or circular.

前記開閉弁5を開閉する開閉用駆動装置としては、ロー
タリーアクチュエータあるいはその他の任意の駆動装置
を使用してもよい。また側壁3の下部に設けた取水口
に、干潮時から満潮時に達する間のみ開閉用駆動装置に
より開放される開閉弁を設け、かつ干潮時の水位付近に
おいて側壁3に設けた排水口に、干潮時にのみ開閉用駆
動装置により開放される開閉弁を設けてもよい。
A rotary actuator or any other driving device may be used as the opening / closing driving device for opening / closing the opening / closing valve 5. Further, an intake valve provided at the lower part of the side wall 3 is provided with an opening / closing valve which is opened by an opening / closing drive only during a period from low tide to high tide, and a drain port provided on the side wall 3 near the water level at low tide is provided with a low tide. An opening / closing valve may be provided which is opened only by the opening / closing drive device only occasionally.

〔考案の効果〕[Effect of device]

この考案は前述のように構成されているので、以下に記
載するような効果を奏する。
Since the present invention is configured as described above, it has the following effects.

干潮時から満潮時に移行する際に、潮位差により水底側
の水が取排水口4または取水口6を通って中空箱形構造
物1内に自動的に取入れられ、かつ満潮時には、中空箱
形構造物1内の水が、取排水口4または排水口10を通
って中空箱形構造物1の外部に自動的に排出されるので
高い動力費および多額の工事費を必要とすることなく、
潮流を利用して水流を発生させて、貧酸素水塊が発生す
るのを防止することができ、また中空箱形構造物1の上
面を釣り台,観測台,信号台あるいは遊び場等として利
用することができる。
At the time of transition from low tide to high tide, the water on the water bottom side is automatically taken into the hollow box-shaped structure 1 through the intake / discharge port 4 or the intake 6 due to the difference in tide level, and at the time of high tide, it is a hollow box type. Since the water in the structure 1 is automatically discharged to the outside of the hollow box-shaped structure 1 through the intake / drainage port 4 or the drainage port 10, high power cost and large construction cost are not required,
A tidal current can be used to generate a water flow to prevent generation of anoxic water mass, and the upper surface of the hollow box-shaped structure 1 is used as a fishing table, an observation table, a signal stand or a playground. be able to.

また中空箱形構造物1が水底地盤12に固定されている
ので、潮位差を有効に利用して、貧酸素水塊が発生する
のを防止することができ、しかも、中空箱形構造物1か
ら排出される水によって、海洋や湖沼の水を攪拌して、
水底付近に貧酸素水塊が発生するのを防止することがで
き、また1日の満潮時および干潮時を利用して、移動水
流を発生させるので、波により空気を水中に放出させる
場合に比べて、波がない場合でも、水底付近に水流を発
生させて、貧酸素水塊が生じるのを防止できる。
Further, since the hollow box-shaped structure 1 is fixed to the water bottom ground 12, it is possible to effectively use the tidal difference to prevent the generation of oxygen-deficient water mass, and furthermore, the hollow box-shaped structure 1 The water discharged from the water stirs the water of the ocean and lakes,
It is possible to prevent the generation of oxygen-deficient water masses near the bottom of the water, and the moving water flow is generated during the high tide and low tide of the day, so compared to the case of releasing air into the water by waves. Thus, even when there is no wave, it is possible to prevent the generation of a poor oxygen water mass by generating a water flow near the bottom of the water.

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

第1図および第2図はこの考案の第1実施例を示すもの
であって、第1図は貧酸素水塊発生防止装置の縦断側面
図、第2図は開閉用駆動装置による開閉弁の昇降移動装
置を示す縦断側面図である。第3図はこの考案の第2実
施例に係る貧酸素水塊発生防止装置を示す縦断側面図、
第4図および第5図はこの考案の第3実施例を示すもの
であって、第4図は貧酸素水塊発生防止装置の縦断側面
図、第5図は取水部および排水部を拡大して示す縦断側
面図である。第6図は中空箱形構造物の全側壁に取排水
管を設けた例を示す横断平面図である。 図において、1は中空箱形構造物、2は満潮時の水位、
3は側壁、4は取排水口、5は開閉弁、6は取水口、8
は干潮時の水位、9は取水許容排水防止用逆止弁、10
は排水口、11は排水許容逆止弁、13は取排水管、1
6は通気孔、17は開閉用操作杆、19は開閉用駆動装
置、20はガイドローラ、22はピニオン、23はラッ
ク、25は安全柵、26は埋込み支持部材、27は可撓
性連結部材、28は係留索、29は取水管である。
1 and 2 show a first embodiment of the present invention, in which FIG. 1 is a vertical sectional side view of an oxygen-deficient water mass generation preventing device, and FIG. 2 is an opening / closing valve by an opening / closing drive device. It is a vertical side view showing an up-and-down moving device. FIG. 3 is a vertical sectional side view showing a device for preventing generation of a poor oxygen water mass according to a second embodiment of the present invention,
4 and 5 show a third embodiment of the present invention, wherein FIG. 4 is a vertical side view of the oxygen-deficient water mass generation preventing device, and FIG. 5 is an enlarged view of the intake part and the drain part. FIG. FIG. 6 is a cross-sectional plan view showing an example in which intake and drainage pipes are provided on all side walls of a hollow box-shaped structure. In the figure, 1 is a hollow box structure, 2 is the water level at high tide,
3 is a side wall, 4 is a water intake / discharge port, 5 is an opening / closing valve, 6 is a water intake, 8
Is the water level at low tide, 9 is a check valve for preventing permissible drainage, 10
Is a drain port, 11 is a drain check valve, 13 is a drainage pipe, 1
6 is a ventilation hole, 17 is an opening / closing operating rod, 19 is an opening / closing drive device, 20 is a guide roller, 22 is a pinion, 23 is a rack, 25 is a safety fence, 26 is an embedded support member, and 27 is a flexible connecting member. 28 is a mooring line, and 29 is an intake pipe.

───────────────────────────────────────────────────── フロントページの続き (71)出願人 999999999 太陽工業株式会社 大阪府大阪市淀川区木川東4丁目8番4号 (71)出願人 999999999 東洋建設株式会社 大阪府大阪市中央区高麗橋4丁目1番1号 (71)出願人 999999999 株式会社フジタ 東京都渋谷区千駄ヶ谷4丁目6番15号 (71)出願人 999999999 不動建設株式会社 大阪府大阪市中央区平野町4丁目2番16号 (72)考案者 井上 忠春 茨城県稲敷郡茎崎町高見原1―4―36 (72)考案者 佐藤 英明 東京都新宿区北新宿3―10―10―508 ─────────────────────────────────────────────────── ─── Continuation of front page (71) Applicant 999999999 Taiyo Kogyo Co., Ltd. 4-8 Kikawahigashi, Yodogawa-ku, Osaka-shi, Osaka (71) Applicant 999999999 Toyo Construction Co., Ltd. 4-chome, Koraibashi, Chuo-ku, Osaka-shi, Osaka No. 1 (71) Applicant 999999999 Fujita Co., Ltd. 4-6-15 Sendagaya, Shibuya-ku, Tokyo (71) Applicant 999999999 Fudo Construction Co., Ltd. 4-2-16 Hirano-cho, Chuo-ku, Osaka-shi, Osaka (72) ) Tadaharu Inoue 1-4-36 Takamihara, Kukizaki-cho, Inashiki-gun, Ibaraki Prefecture (72) Hideaki Sato 3-10-10-508 Kita-Shinjuku, Shinjuku-ku, Tokyo

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】中空箱形構造物1が貧酸素水塊発生予想場
所の水底地盤12に固定されると共に、その中空箱形構
造物1の上部が満潮時の水面2よりも上方に配置され、
前記中空箱形構造物1における側壁3の下部に設けられ
た取排水口4に開閉弁5が設けられ、前記中空箱形構造
物1に固定された開閉用駆動装置19と前記開閉弁5と
は、伝動機構および開閉用操作杆17を介して連結さ
れ、水自体の移動水流を生ぜしめるように構成した貧酸
素水塊発生防止装置。
1. A hollow box-shaped structure (1) is fixed to a water bottom ground (12) at a place where a hypoxic water mass is expected to occur, and an upper part of the hollow box-shaped structure (1) is arranged above a water surface (2) at high tide. ,
An opening / closing valve 5 is provided at an intake / drainage port 4 provided at a lower portion of a side wall 3 in the hollow box-shaped structure 1, and an opening / closing drive device 19 fixed to the hollow box-shaped structure 1 and the opening / closing valve 5 are provided. Is a device for preventing generation of a poor oxygen water mass, which is connected via a power transmission mechanism and an operating rod 17 for opening and closing, and is configured to generate a moving water flow of water itself.
【請求項2】中空箱形構造物1が貧酸素水塊発生予想場
所の水底地盤12に固定されると共に、その中空箱形構
造物1の上部が満潮時の水面2よりも上方に配置され、
前記中空箱形構造物1における側壁3の下部に設けられ
た取水口6に、取水許容排水防止用逆止弁9が設けら
れ、前記側壁3に、満潮時の水位2より下方の位置にお
いて排水口10が設けられ、その排水口10に排水許容
逆止弁11が設けられている貧酸素水塊発生防止装置。
2. A hollow box-shaped structure 1 is fixed to a water bottom ground 12 at a place where an anoxic water mass is expected to occur, and an upper part of the hollow box-shaped structure 1 is arranged above a water surface 2 at high tide. ,
The hollow box-shaped structure 1 is provided with a check valve 9 for preventing water intake and drainage at an intake 6 provided at a lower portion of the side wall 3, and the side wall 3 is drained at a position lower than the water level 2 at high tide. An oxygen-deficient water lump generation preventing device having a port 10 and a drainage allowance check valve 11 provided at the drainage port 10.
JP1988158503U 1988-12-07 1988-12-07 Oxygen lump prevention device Expired - Fee Related JPH0621332Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988158503U JPH0621332Y2 (en) 1988-12-07 1988-12-07 Oxygen lump prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988158503U JPH0621332Y2 (en) 1988-12-07 1988-12-07 Oxygen lump prevention device

Publications (2)

Publication Number Publication Date
JPH0278061U JPH0278061U (en) 1990-06-15
JPH0621332Y2 true JPH0621332Y2 (en) 1994-06-08

Family

ID=31438892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988158503U Expired - Fee Related JPH0621332Y2 (en) 1988-12-07 1988-12-07 Oxygen lump prevention device

Country Status (1)

Country Link
JP (1) JPH0621332Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54111029A (en) * 1978-02-20 1979-08-31 Mitsuo Mukouno Surge air compressor
JPS5550831A (en) * 1978-10-11 1980-04-14 Ikushima Zouki Kk Method and apparatus forpreventing lack of oxygen of fishes * shellfishes and the like in cultivation fishery

Also Published As

Publication number Publication date
JPH0278061U (en) 1990-06-15

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