JPH0339030Y2 - - Google Patents
Info
- Publication number
- JPH0339030Y2 JPH0339030Y2 JP15273888U JP15273888U JPH0339030Y2 JP H0339030 Y2 JPH0339030 Y2 JP H0339030Y2 JP 15273888 U JP15273888 U JP 15273888U JP 15273888 U JP15273888 U JP 15273888U JP H0339030 Y2 JPH0339030 Y2 JP H0339030Y2
- Authority
- JP
- Japan
- Prior art keywords
- water
- floating
- diaphragm
- duct
- tank
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 114
- 238000005188 flotation Methods 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 230000002040 relaxant effect Effects 0.000 description 5
- 239000013535 sea water Substances 0.000 description 5
- 241000251468 Actinopterygii Species 0.000 description 4
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 4
- 229920003002 synthetic resin Polymers 0.000 description 4
- 239000000057 synthetic resin Substances 0.000 description 4
- 239000004744 fabric Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000005060 rubber Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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、河川あるいは海上に浮上させるよ
うにして設けられる浮上水槽に関し、特に詳しく
言うと浮上水槽内の水位を常に一定のレベルに保
つようにした浮上水槽に関する。[Detailed explanation of the invention] [Industrial field of application] This invention relates to a floating water tank that is installed so as to float on a river or sea, and more specifically, it is designed to maintain the water level in the floating water tank at a constant level at all times. Regarding floating water tanks.
捕獲した魚等を生きた状態で保存したり、養殖
するために生け簀が利用されている。このような
生け簀は通常所定の大きさに仕切つた網等を河川
あるいは海に設置し、常時周囲の水や海水を流し
込むようにしたものが一般的であるが、近来河川
や海の汚染により、設置場所の水や海水を直接使
うことができず、浄化した水や海水を用いなけれ
ばならない場合や、魚の種類によつてはきれいな
水の中にしばらく置いて、泥等を吐かせた上で出
荷する場合には、密閉型のいわゆる水槽が必要に
なつてくる。
Cage cages are used to preserve captured fish alive and to farm them. Generally, such cages are made by installing nets divided into predetermined sizes in rivers or the sea, and allowing surrounding water or seawater to constantly flow into them.However, due to recent pollution of rivers and seas, In cases where the water or seawater at the installation site cannot be used directly and purified water or seawater must be used, or depending on the type of fish, it may be necessary to place the fish in clean water for a while to dislodge mud, etc. When shipping, a closed type water tank is required.
密閉型水槽は陸上に設置できるが、場所を取る
だけでなく水温管理等が必要になるため、河川や
海上に浮かせる浮上型の水槽が広く用いられてい
る。このような浮上水槽は、矩形、多角形あるい
は円形をした全周の側壁を兼ねる浮体を、例えば
発砲スチロールや内部に密閉された空気室を有す
るゴムや合成樹脂で構成し、底部に繊維で補強し
たゴム引き布の隔膜を固着することにより構成さ
れている。浮上水槽内に周囲の水面と同じレベル
まで水や海水を注入することにより所定の面積の
水槽が形成される。しかしながら、上部は開放さ
れているため雨水や荒天により波が高くなつて側
壁を越えて周囲の水がこの水槽内に入ることがあ
り、このような増水は、隔膜や隔膜と浮体との接
合部に水圧力がかかつて隔膜や接合部を破損した
り、さらに増水が進むと水槽が水没する可能性も
ある。 Closed aquariums can be installed on land, but they not only take up space but also require water temperature control, so floating aquariums that float on rivers or the sea are widely used. Such floating water tanks consist of a rectangular, polygonal, or circular floating body that also serves as a side wall around the entire circumference, made of styrene foam, rubber or synthetic resin with a sealed air chamber inside, and the bottom part is reinforced with fibers. It is constructed by fixing a diaphragm made of rubberized cloth. A water tank with a predetermined area is formed by injecting water or seawater into the floating water tank to the same level as the surrounding water surface. However, since the upper part is open, waves may become high due to rain or rough weather, and surrounding water may flow over the side walls and enter the tank. Water pressure can build up and damage the diaphragm or joints, and if the water continues to rise, the tank may become submerged.
このような水位変化による事故を防ぐには、水
槽内の水位レベルが所定のレベルを越えた時に、
排水ポンプ等を動作させて排水を行なえばよい
が、高価になるばかりでなく、ポンプ等の設置場
所も確保しなければならない。 To prevent accidents caused by such changes in water level, when the water level in the aquarium exceeds a predetermined level,
Drainage can be done by operating a drainage pump or the like, but this is not only expensive, but also requires securing a place to install the pump.
そこで、隔膜の一部に弛緩隔膜を設け、増水分
はこの弛緩隔膜によつて吸収することが提案され
ている。弛緩隔膜を設けることにより一時的な増
水に対しては対処できるが、増水量を常に把握し
ていないと弛緩隔膜では吸収できない量の増水が
発生した場合には、上述したと同様な危険が発生
する。この危険を回避するため、浮体より小型の
浮力材を浮体と略同形状に設け、この浮力材の上
面に隔膜を接合し、浮力材を浮体の下面に位置さ
せることも試みられている。この構成は浮力材の
浮力により隔膜を浮体の下面に圧着させ、増水に
より内圧が上昇した時には、その上昇圧を利用し
て浮体と隔膜との圧着部を押し拡げて増水量を逃
すものである。 Therefore, it has been proposed that a relaxing diaphragm is provided in a part of the diaphragm, and the increased water is absorbed by this relaxing diaphragm. Temporary increases in water can be dealt with by installing a relaxing diaphragm, but unless the amount of water increase is constantly monitored, the same dangers as mentioned above will occur if the amount of water increase that cannot be absorbed by the relaxing diaphragm occurs. do. In order to avoid this risk, attempts have been made to provide a buoyancy material smaller than the floating body in approximately the same shape as the floating body, to bond a diaphragm to the top surface of the buoyancy material, and to position the buoyancy material on the bottom surface of the floating body. In this configuration, the diaphragm is pressed against the bottom surface of the floating body by the buoyant force of the buoyancy material, and when the internal pressure increases due to increased water, the increased pressure is used to push and spread the crimped part between the floating body and the diaphragm, allowing the increased amount of water to escape. .
この方法も隔膜が薄いと、増水による水圧でふ
くらみ、その張力で浮力材が内側に移動して、上
述した弛緩隔膜のようになり増水量が逃げられな
い場合がある。この膨張を防止するために隔膜を
厚くする方法もあるが、いずれにしても増水時の
隔膜に加わる力と浮力材の浮力とのバランスをと
る必要があり、正確な設定が必要になる。
In this method, too, if the diaphragm is thin, it will swell due to water pressure due to increased water, and the buoyancy material will move inward due to the tension, resulting in a situation similar to the above-mentioned relaxing diaphragm, where the increased amount of water may not be able to escape. There is a method of making the diaphragm thicker to prevent this expansion, but in either case, it is necessary to balance the force applied to the diaphragm when the water rises and the buoyancy of the buoyancy material, and accurate settings are required.
そこでこの考案の目的は、外部水圧と増水によ
る水槽内の水圧の変化を利用して極めて簡単な構
成により増水分を確実に排出でき、通常は水槽内
の水を漏らすことがない浮上水槽を提供すること
である。 Therefore, the purpose of this invention is to provide a floating water tank that can reliably drain increased water using an extremely simple configuration by utilizing external water pressure and changes in water pressure inside the tank due to increased water, and does not normally leak water inside the tank. It is to be.
この考案は、環状の浮体とその下面に固定され
た隔膜とにより構成された浮上水槽において、隔
膜には排水口を有し、隔膜の下面には排水口から
下方に延在する可撓性のダクトを有し、このダク
トは、浮上水槽内の水位が所定レベルの時は外部
水位により圧接し、浮上水槽内の水位が所定レベ
ルを越えた時にはその水圧により押し開かれて浮
上水槽内の水を排出するように設定されているこ
とを特徴とするものである。
This idea is based on a floating water tank consisting of an annular floating body and a diaphragm fixed to the lower surface of the floating body. The duct has a duct that is pressed open by the external water level when the water level in the floating water tank is at a predetermined level, and is pushed open by the water pressure when the water level in the floating water tank exceeds a predetermined level. It is characterized by being set to discharge.
浮上水槽内の水位が所定レベルの時は、設置さ
れた海や河川の水圧によりダクトは押しつぶされ
て、閉じた形になり、水槽内の水が流失すること
はない。雨や波により浮上水槽内の水が増加する
と、水槽内の水圧が高くなり外部水圧で押しつぶ
されていたダクトを押し拡げるようにして増水分
の水は外部に流れ出す。この流失により浮上水槽
内の水位が所定のレベルまで下降すると、再び外
部水圧によりダクトは閉じて、水の流失を阻止す
る。
When the water level in the flotation tank is at a predetermined level, the duct is crushed by the water pressure of the sea or river where it is installed, forming a closed shape, and the water in the tank does not flow away. When the water in the floating tank increases due to rain or waves, the water pressure inside the tank increases, forcing the duct, which had been crushed by external water pressure, to expand, allowing the increased water to flow outside. When the water level in the floating water tank drops to a predetermined level due to this runoff, the duct is closed again by external water pressure to prevent the water from running off.
以下、この考案を図面に示す一実施例について
説明すると、浮上水槽は環状の浮体1を有し、こ
の浮体1は発砲スチロールや内部に密閉された空
気室を有するゴムや合成樹脂で構成されている。
この実施例では四角形に構成されているが、この
形状に限定されるものではなく、多角形や円形に
してもよい。浮体1の下面には、繊維で補強した
ゴム引き布あるいは合成樹脂製のシート材等で構
成された隔膜2が浮体1の開口部を覆うように貼
着されている。隔膜2の略中央部には開口3が形
成されており、隔膜2の裏面にはポリエチレン等
の合成樹脂またはゴム引き布等の可撓性の薄いシ
ート材で円筒状に構成されたダクト4の上端が開
口3と連通するように取付けられている。このダ
クト4は直径方向両端に折山5が予め形成され、
これら折山5間の面が圧着して平坦になるように
くせが付けられていることが望ましい。ダクト4
の下端には、このダクト4全体が水中に垂れた状
態で保持されるように、鉛塊や鋼鉄製チエーン等
で構成された錘6が取付けられている。なお、浮
体1の下面、すなわち隔膜2は摺り鉢状に形成す
ることにより、底に溜つたごみ等は隔膜2の中央
部に集まり、ダクト4からの排水時にこれらごみ
等をまず流出させることができ、好ましい。
Hereinafter, one embodiment of this invention shown in the drawings will be explained. The floating water tank has an annular floating body 1, and this floating body 1 is made of styrene foam, rubber, or synthetic resin having a sealed air chamber inside. There is.
Although the shape is square in this embodiment, it is not limited to this shape, and may be polygonal or circular. A diaphragm 2 made of fiber-reinforced rubberized cloth or a synthetic resin sheet material is attached to the lower surface of the floating body 1 so as to cover the opening of the floating body 1. An opening 3 is formed in the approximate center of the diaphragm 2, and a duct 4 formed in a cylindrical shape made of a synthetic resin such as polyethylene or a flexible thin sheet material such as rubberized cloth is formed on the back side of the diaphragm 2. It is attached so that the upper end communicates with the opening 3. This duct 4 has folded ridges 5 formed in advance on both ends in the diametrical direction,
It is desirable that the surfaces between these folds 5 be curved so that they are pressed together and become flat. Duct 4
A weight 6 made of a lead ingot, a steel chain, or the like is attached to the lower end of the duct 4 so that the entire duct 4 is held suspended in the water. Note that by forming the lower surface of the floating body 1, that is, the diaphragm 2 in the shape of a mortar, the garbage accumulated at the bottom gathers in the center of the diaphragm 2, and when draining water from the duct 4, these garbage can be flushed out first. Possible and preferable.
したがつて、浮上水槽内の水位が所定レベルの
場合は、ダクト4は外部の水圧と、錘6による下
方への緊張力とにより平坦になり、浮上水槽内の
水がダクト4から排出することはない。雨や波に
より浮上水槽内の水位が第2図に示すように外側
の水位より高くなると、浮上水槽内の水圧が高く
なり、ダクト4を押し拡げて増水分の水は水槽外
に排出される。反対に浮上水槽内の水位が下がる
と、上述と同様に外部の水圧によりダクト4は閉
じた状態となつて逆止弁の役割をする。ダクト4
の直径、長さ等は浮上水槽の容積や設置される海
水や河川の水の比重等を考慮して決められるであ
ろう。また錘6のこれら条件の外に、設置場所の
水流等も考慮して決めればよい。 Therefore, when the water level in the floating water tank is at a predetermined level, the duct 4 becomes flat due to the external water pressure and the downward tension exerted by the weight 6, and the water in the floating water tank is discharged from the duct 4. There isn't. When the water level inside the flotation tank becomes higher than the water level outside as shown in Figure 2 due to rain or waves, the water pressure inside the flotation tank increases, forcing the duct 4 to expand and draining the increased water out of the tank. . On the other hand, when the water level in the floating water tank decreases, the duct 4 is closed by external water pressure and acts as a check valve, as described above. Duct 4
The diameter, length, etc. of the floating tank will be determined by taking into account the volume of the floating tank and the specific gravity of the seawater or river water in which it will be installed. In addition to these conditions for the weight 6, it may be determined by taking into consideration the water flow at the installation location.
また開口3は隔膜2の略中央に位置しているの
で、水圧やダクト4の錘6等により隔膜2の中央
部はその重さで僅かに残りの部分より低くなるの
で、この部分にごみや魚の排出物等は自然に集ま
るので、排水時にはこれらごみ等が最初に放出さ
れるので、浮上水槽内の沈殿物も排出することが
できる。 In addition, since the opening 3 is located approximately at the center of the diaphragm 2, the center part of the diaphragm 2 is slightly lower than the rest due to its weight due to water pressure, weight 6 of the duct 4, etc. Since fish waste and the like naturally collect, when draining water, these wastes and the like are discharged first, so that the sediment in the floating tank can also be discharged.
本発明者は、1辺が150cmの正方形の開口を有
し、深さが200cmの水槽を用意し、この中に1辺
が50cmの六角柱の形をし、その高さが10cmの浮体
を作り、底部に隔膜2を貼着した実験浮上水槽を
浮かべた。この実験浮上水槽の隔膜2の略中央に
は、直径5cmの開口を設けるとともに、この開口
に厚さ0.1cmのポリエチレン製で直径5cm、長さ
65cmの筒状体のダクトを取付け、その下端には10
gのチエーンウエイトを取付けた。そして水槽に
水を入れるとともに、浮上水槽に着色した水を入
れたところ、水槽の水位と同じレベルまでは着色
水が水槽に排出することはなく、浮上水槽の着色
水が水槽の水位以上になると、ダクトから着色水
が水槽に流れ出すのが確認された。一方、水槽内
の水が浮上水槽内に侵入する可能性を見るため、
水槽の水を着色し、浮上水槽内に無色の水を入れ
てみたところ、浮上水槽内水位レベルに関係な
く、水槽の着色水が浮上水槽内に侵入することは
なかつた。 The inventor prepared a water tank with a square opening of 150 cm on a side and a depth of 200 cm, and placed a floating body in the shape of a hexagonal prism with a side of 50 cm and a height of 10 cm. An experimental flotation tank with diaphragm 2 attached to the bottom was floated. An opening with a diameter of 5 cm was provided approximately at the center of the diaphragm 2 of the experimental flotation tank, and a 5 cm diameter and length of polyethylene with a thickness of 0.1 cm was placed in this opening.
Install a 65cm cylindrical duct, and 10
G chain weight was installed. When I put water into the aquarium and colored water into the flotation tank, the colored water did not drain into the aquarium until it reached the same level as the water level in the aquarium, and when the colored water in the flotation tank rose above the water level of the aquarium. , it was confirmed that colored water was flowing out of the duct into the aquarium. On the other hand, in order to check the possibility that water in the tank will enter the floating tank,
When we colored the water in the aquarium and placed colorless water in the flotation tank, the colored water in the aquarium did not enter the flotation tank, regardless of the water level in the flotation tank.
以上のように、この考案の浮上水槽は、隔膜の
下面の排水口から下方に延在するように可撓性の
ダクトを設け、このダクトが浮上水槽内の水位が
所定レベルの時は外部水位により圧接して閉じ、
浮上水槽内の水位が所定レベルを越えた時にはそ
の水圧により押し開かれて浮上水槽内の水を排出
するようにしたものであり、複雑な機構を設ける
ことなく浮上水槽内の水位を所望のレベルに保持
することができる。また、ダクトは直径方向両端
に折山を有し、この折山間で圧着するように予め
形成させておくことにより、ダクト内の水圧が外
部水圧より低くなつた時に、外部水圧により容易
に圧接してダクトを閉じさせることができる。
As described above, the floating water tank of this invention is provided with a flexible duct extending downward from the drain port on the bottom surface of the diaphragm, and when the water level in the floating water tank is at a predetermined level, the duct is connected to the external water level. Press and close by
When the water level in the floating water tank exceeds a predetermined level, it is pushed open by the water pressure and the water in the floating water tank is discharged, and the water level in the floating water tank can be adjusted to the desired level without the need for a complicated mechanism. can be held. In addition, the duct has folded ridges at both ends in the diametrical direction, and by forming the duct in advance so as to be crimped between the folded ridges, when the water pressure inside the duct becomes lower than the external water pressure, the duct can be easily pressed by the external water pressure. can be used to close the duct.
第1図はこの考案の浮上水槽の一実施例を示す
斜視図、第2図は水面に浮かせた状態における浮
上水槽の縦断面である。
図面において、1は浮体、2は隔膜、3は開
口、4はダクト、5は折山、6は錘である。
FIG. 1 is a perspective view showing an embodiment of the floating water tank of this invention, and FIG. 2 is a longitudinal section of the floating water tank in a state where it is floating on the water surface. In the drawings, 1 is a floating body, 2 is a diaphragm, 3 is an opening, 4 is a duct, 5 is an folding pile, and 6 is a weight.
Claims (1)
より構成された浮上水槽において、前記隔膜に
は排水口を有し、前記隔膜の下面には前記排水
口から下方に延在する可撓性のダクトを有し、
このダクトは、前記浮上水槽内の水位が所定レ
ベルの時は外部水位により圧接し、前記浮上水
槽内の水位が所定レベルを越えた時にはその水
圧により押し開かれて前記浮上水槽内の水を排
出するように設定されていることを特徴とする
浮上水槽。 (2) 前記ダクトは直径方向両端に折山を有し、こ
の折山間で圧着するように予め形成されている
ことを特徴とする請求項1に記載の浮上水槽。[Claims for Utility Model Registration] (1) In a floating water tank composed of an annular floating body and a diaphragm fixed to the lower surface thereof, the diaphragm has a drain port, and the lower surface of the diaphragm has a drain port. a flexible duct extending downward from the
When the water level in the floating water tank is at a predetermined level, this duct is pressed against the external water level, and when the water level in the floating water tank exceeds a predetermined level, it is pushed open by the water pressure and drains the water in the floating water tank. A floating water tank characterized in that it is configured to. (2) The floating water tank according to claim 1, wherein the duct has folds at both ends in the diametrical direction, and is formed in advance so as to be crimped between the folds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15273888U JPH0339030Y2 (en) | 1988-11-24 | 1988-11-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15273888U JPH0339030Y2 (en) | 1988-11-24 | 1988-11-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0273961U JPH0273961U (en) | 1990-06-06 |
| JPH0339030Y2 true JPH0339030Y2 (en) | 1991-08-16 |
Family
ID=31427933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15273888U Expired JPH0339030Y2 (en) | 1988-11-24 | 1988-11-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0339030Y2 (en) |
-
1988
- 1988-11-24 JP JP15273888U patent/JPH0339030Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0273961U (en) | 1990-06-06 |
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