JPH0575639B2 - - Google Patents

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Publication number
JPH0575639B2
JPH0575639B2 JP57230958A JP23095882A JPH0575639B2 JP H0575639 B2 JPH0575639 B2 JP H0575639B2 JP 57230958 A JP57230958 A JP 57230958A JP 23095882 A JP23095882 A JP 23095882A JP H0575639 B2 JPH0575639 B2 JP H0575639B2
Authority
JP
Japan
Prior art keywords
water
bag
lake
bellows
sea
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 - Lifetime
Application number
JP57230958A
Other languages
Japanese (ja)
Other versions
JPS59118590A (en
Inventor
Shusaku Hara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP23095882A priority Critical patent/JPS59118590A/en
Publication of JPS59118590A publication Critical patent/JPS59118590A/en
Publication of JPH0575639B2 publication Critical patent/JPH0575639B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 現在、地球上の各陸地は、それぞれの持つ陸上
地形並びにその陸地が属する気候帯によつて降水
量が決まるので、地球上では水の不足する地域も
ある一方水の過剰地域もある。
[Detailed Description of the Invention] Currently, the amount of precipitation on each land on the earth is determined by its land topography and the climate zone to which it belongs. There are also areas with surplus.

本発明はこのような立地条件の内で極度に水不
足となる臨海岸の土地に、海の持つ広大なスペー
スを利用するとともに、海水と淡水と言う含有成
分量を異にするだけで同じ物性を有する海水上
に、薄いプラスチツク・フイルムによつて単純に
隔てながら海水上に浮遊させた状態で淡水を大量
に貯溜すると言う簡単な構造によつて、極めて安
価に巨大な人工の湖状淡水貯水装置を設けるもの
であり、その装置が設けられた近くの陸上臨海地
一帯に周年にわたつて安定的に大量の淡水を供給
できる基地となるものであり、例えば次の様な技
術的手段により実現を可能とした。
The present invention utilizes the vast space of the ocean on coastal land where there is an extreme water shortage within such location conditions, and also produces seawater and freshwater that have the same physical properties just by changing the content of the ingredients. A huge artificial lake-like freshwater storage device can be created at an extremely low cost using a simple structure that stores a large amount of freshwater by simply separating it with a thin plastic film and suspending it on top of the seawater. It is a base that can stably supply a large amount of fresh water to the land coastal areas near where the equipment is installed over a year-round period. made possible.

しかしこの様な貯水装置は、油類の海上貯溜槽
の場合と異り、淡水の場合では風浪によつて貯溜
内容物が海側へ吹き飛ばされたり、袋部の少破損
によつて淡水が海水中へ流出したりしても自然環
境に悪影響を及ぼすことは全く無く、海鳥が淡水
面に着水しても安全であり、逆に少々海水が淡水
側へ浪しぶきとして入つても、あるいは大量の降
雨があつても問題とはならない。そのため、この
様にして成る淡水貯水装置上には蓋を全く必要と
せず、また湖袋も比較的安価なプラスチツクフイ
ルムを用いた単純で簡易な構成のもので足りる。
However, unlike offshore oil storage tanks, this kind of water storage system does not allow for the storage contents to be blown away to the sea by wind and waves, or for fresh water to flow into sea water due to slight damage to the bag. Even if seawater flows into the freshwater side, it will not have any negative impact on the natural environment, and it is safe for seabirds to land on freshwater surfaces.On the other hand, even if a small amount of seawater enters the freshwater side as spray, or in large quantities. Even if there is rainfall, it will not be a problem. Therefore, there is no need for a lid on the fresh water storage device constructed in this manner, and a simple and simple structure using relatively inexpensive plastic film is sufficient for the lake bag.

しかし海洋は何時も平穏であるとは限らず、嵐
時には大きいエネルギーを持つた波浪を伴うの
で、薄いフイルムによつて構成する人工の貯水装
置などはひとたまりもなく破損してしまうであろ
う。
However, the ocean is not always calm, and during storms it is accompanied by waves with a large amount of energy, so any artificial water storage device made of thin film will likely be damaged.

そこで本願発明では、人工衛星等を利用した確
度の高い気象情報に基いて嵐のまえに先立つて、
その内部に貯溜した淡水を海上へ捨てながら淡水
を貯溜する湖状袋の構造物を波浪の穏やかな海底
へ沈降退避せしめ、嵐の去るのを待つて、風波が
静まつてから湖状袋の構造体を再び海上へと浮上
させて淡水を注入し、淡水貯水装置を元通り復活
させるのである。
Therefore, in the present invention, in advance of a storm, based on highly accurate weather information using artificial satellites, etc.,
While discharging the fresh water stored inside the structure into the sea, the structure of the lake-like bag that stores the fresh water is allowed to sink to the sea floor where the waves are calm, and waits for the storm to pass. The structure will be floated out to sea again and fresh water will be injected to restore the fresh water storage system to its original state.

本願発明はこの様な要件を満すために、先ず岸
近くの工事に支障の少い深度の海中に、沢山の支
柱を立て囲み、この支柱群の環の内側に、側壁が
蛇腹状になつた有底無蓋の大きい湖状の袋(以下
湖袋と称す)を配置し、その湖袋の上縁全周一体
に浮袋を環状に配して、それによつて水面下の湖
袋の上縁を海面上に支えると共に、湖袋の内外水
が乗り越えて出入することを防止する障壁とも成
す。
In order to meet these requirements, the present invention first erects a large number of pillars in the sea at a depth that does not interfere with construction near the shore, and has a bellows-shaped side wall inside the ring of the pillar group. A large lake-shaped bag with a bottom and no lid (hereinafter referred to as a lake bag) is arranged, and a floating bladder is arranged in a ring around the entire upper edge of the lake bag, so that the upper edge of the lake bag is below the water surface. In addition to supporting the lake above the sea surface, it also serves as a barrier to prevent water from entering and exiting the lake bag.

特に本願発明の特徴とするところは、波浪によ
る水の動揺や潮流による湖袋全体の変形やねじれ
等によつて破損し易い薄いフイルムによつて成る
湖袋を常に安全に保護するために、支柱群の間の
海中で袋の側壁と支柱との間を仲介する支え板と
を特殊な折り目棒やクリツプ等の締結手段で湖袋
の外側より固定してあり、次いで内部へ注入され
る淡水の量に応じて湖袋底が上下する時に、湖袋
の蛇腹状側壁を止めた支え板が支柱に添つて正確
に上下の方向へのみ滑動して、海中において湖袋
の底が横流れしたりねじれたりして損傷するのを
防止してあり、更にベローズ内の水は平常時には
自由水面を維持しているので、湖袋が海面近くの
波に同調してその上縁が上下動しようとする時
に、ベローズ内の上下の小孔を介して水が出入す
る時間的遅れで各層支え板間隔が均等に保つ事に
より湖袋側壁の蛇腹状部も均等に開かせて、側壁
フイルムに極部的に異常な外力のかかる事を防止
して耐久性を確保している。
In particular, the present invention is characterized by the fact that supports are provided in order to always safely protect the lake bag, which is made of a thin film that is easily damaged due to water agitation due to waves or deformation or twisting of the entire lake bag due to tidal currents. A support plate that mediates between the side wall of the bag and the support in the sea between the groups is fixed from the outside of the lake bag using special fastening means such as folded rods or clips, and then the fresh water injected into the bag is When the bottom of the lake bag moves up and down depending on the amount of water, the supporting plate that holds the bellows-shaped side wall of the lake bag slides only up and down along the pillar, preventing the bottom of the lake bag from drifting sideways or twisting in the sea. Furthermore, since the water inside the bellows maintains a free water level under normal conditions, when the upper edge of the lake bag moves up and down in sync with the waves near the sea surface, By keeping the spacing between the supporting plates of each layer equal due to the time delay in which water enters and exits through the small holes in the upper and lower parts of the bellows, the bellows-shaped part of the side wall of the lake bag is also opened evenly, and the side wall film is partially exposed. Durability is ensured by preventing the application of abnormal external forces.

また、ベローズの上端は必要に応じて陸上制御
室からの遠隔操作でいつせいに開閉できる弁とな
つており、更にベローズ内の水は制御用淡水池か
らパイプを介して陸上の制御室のポンプと連動し
て給排水できるようにしてあるから、嵐の接近に
際し、最上支え板を浮かせている水面空気浮袋の
空気を遠隔操作で抜くと共に、遠隔操作でベロー
ズ上端弁を閉じ、同時にパイプを介して、ベロー
ズ内の淡水を吸引陰圧としてベローズを収縮さ
せ、全体の自重の助けも借りながら湖袋を早く海
中へ沈降させる役目をも有する。
In addition, the upper end of the bellows is a valve that can be opened and closed at any time by remote control from the onshore control room as needed, and the water inside the bellows is fed to a pump in the onshore control room via a pipe from the control freshwater pond. When a storm approaches, the air from the water surface air bladder that floats the top support plate can be removed by remote control, the bellows upper end valve can be closed by remote control, and at the same time the air supply and drainage can be carried out in conjunction with the pipe. It also has the role of contracting the bellows by drawing negative pressure on the fresh water inside the bellows, and quickly sinking the lake bag into the sea with the help of its own weight.

この様に、内容物を海上へ投棄して貯溜槽とし
ての湖袋を一時的に海中へ沈降退避させる構成と
その運用は、油類の海上貯溜設備ではとうてい考
えられない事であり、該湖袋が上部を完全に開放
した無蓋構造であると共に、油類の海上貯溜槽の
構造とは根本的に相異する点である。
In this way, the configuration and operation of dumping the contents into the sea and temporarily sinking and evacuating the lake bag as a storage tank into the sea are completely unthinkable in an oil offshore storage facility, and it is impossible to imagine such a structure and operation in the case of offshore oil storage facilities. The bag has an open-top structure with the top completely open, and is fundamentally different from the structure of offshore oil storage tanks.

この様に一時的に海底へ湖体を避難させたから
には当然のことながら嵐の去つた後は、ベローズ
内は陰圧としたままで水面空気浮袋と必要に応じ
て補助的に設けた海中空気浮袋とへ圧搾空気を送
つて湖袋全体をできるだけ海面近くへ浮上させて
海水を排除する役目を果し、しかる後に淡水を注
入しながらベローズ内にもそれに見合う給水を行
つて伸長させ、再び海上に淡水貯水装置を得るこ
とができるのである。
Naturally, since the lake body was temporarily evacuated to the seabed in this way, after the storm had passed, the inside of the bellows remained under negative pressure, and a water surface air float bladder and an auxiliary sea air system were installed as needed. It sends compressed air to the swim bladder to float the entire lake bag as close to the sea surface as possible to remove seawater, and then injects fresh water into the bellows, allowing the bellows to expand and return to the surface. Therefore, a fresh water storage device can be obtained.

以下、これら本発明による海上浮遊式の淡水貯
水装置の実施例について詳細に説明する。
Hereinafter, embodiments of the floating fresh water storage device according to the present invention will be described in detail.

第1図は本発明の構成の概要としてその一部分
を示す断面の詳細図であり、第8図は全体の構成
がよくわかる断面図であり、また同様に第11図
は概要を示す平面図である。すなわち概要として
は、海水1より比重の軽い淡水2を、海底3があ
まり浅すぎずかつ本発明の構築に十分な深さを有
する適当な深度の海上に、ポリカーボネート・フ
イルム等のように強靱にして或程度の柔軟性を有
してしかも工作上接着が容易なプラスチツク・フ
イルム製の湖袋4によつて底及び全周を接着して
成る巨大な容器とした人工淡水貯水装置を作つて
海上に浮かべ、このプラスチツク・フイルムによ
る湖袋4の中に他より運んできた淡水2を注入し
て満し、海水1と淡水2には比重の差はあるもの
の両者の自由水面1′,2′が常にほぼ同じように
なるように海上に巨大な浮遊式の淡水貯水装置を
造成する。
FIG. 1 is a detailed sectional view showing a part of the structure of the present invention, FIG. 8 is a sectional view that clearly shows the overall structure, and similarly, FIG. 11 is a plan view showing the outline. be. In other words, in brief, freshwater 2, which has a specific gravity lower than seawater 1, is placed in the ocean at an appropriate depth, where the seabed 3 is not too shallow and is deep enough for the construction of the present invention, and is made of strong material such as polycarbonate film. An artificial fresh water storage device was constructed in the form of a huge container with the bottom and entire circumference glued to it using a plastic film lake bag 4 that has a certain degree of flexibility and is easy to glue. The plastic film lake bag 4 is then filled with fresh water 2 brought from elsewhere, and although there is a difference in specific gravity between seawater 1 and fresh water 2, the free water surfaces 1' and 2' of both seawater 1 and fresh water 2 are Build a huge floating freshwater storage device on the ocean so that the amount of water remains approximately the same at all times.

次にこの淡水貯水装置の湖袋の製作方法を述べ
ると、製造工場であらかじめロール捲とした適当
幅の長尺フイルムとして準備し、その第一番目ロ
ールを先ず現場海面上に展張し、第二番目ロール
をそのすぐ横に長辺の端部が相互にわずかに重な
り合つて糊代となるように展張し、海水によつて
糊代面が濡れないように下から浮枕を当てて海水
面よりわずかに持上げる。浮枕の長さは展張した
ロールフイルムの長辺すなわち糊代面長に相当す
ることを要する。
Next, to describe the method for manufacturing the lake bag for this freshwater water storage device, it is prepared as a long film of an appropriate width that is rolled up in advance at the manufacturing factory, the first roll is first spread out on the sea surface on site, and the second Stretch out the second roll right next to it so that the long sides slightly overlap each other to form a glue margin, and place a floating pillow from below to prevent the glue surface from getting wet with seawater. Lift slightly more. The length of the floating pillow must correspond to the long side of the stretched roll film, that is, the length of the adhesive surface.

糊代面の重なり工合や乾燥等接着条件が整うと
接着剤(塩化メチレン)を上下フイルムの重なり
部(糊代部)に専用ノズルを備えた機具で注入し
た後直ちにロールで押えて接着を促進させる。
When the bonding conditions such as overlapping of the adhesive side and drying are completed, adhesive (methylene chloride) is injected into the overlapping area (glue area) of the upper and lower films using a device equipped with a special nozzle, and then immediately pressed with a roll to promote adhesion. let

この様な浮枕の浮沈は、その内部に設けた多数
のパイプに海水を出し入れして行う。また浮沈は
第二ロールを海面に展張して第一のロールとの間
に正確な幅の糊代面の重なりを得るために、第二
ロール下にも必要となる。
The floating pillow is floated and sunk by pumping seawater in and out of a large number of pipes installed inside the pillow. Further, floating and sinking is also necessary under the second roll in order to spread the second roll on the sea surface and obtain an overlapping adhesive surface of the correct width between the second roll and the first roll.

第一のロールと第二のロールフイルムでの接着
しない他の三辺に相当する大部分のフイルムは海
面上に浮遊的に展開するが、ポリカーボネートフ
イルムの比重1.2より比重の軽い(濃度の薄い)
海水上での展張には、紐状発泡プラスチツクを平
面網状に溶接して成る浮網で下より受けて海面上
に浮かべるが、内陸の塩湖などのように極めて高
濃度に塩類を含む高比重の塩水上では、そのまま
塩水上に浮かべた状態で接着作業をする事ができ
る。
Most of the film corresponding to the other three non-adhered sides of the first roll and second roll film is spread floatingly on the sea surface, but its specific gravity is lighter (lower concentration) than the polycarbonate film's specific gravity of 1.2.
For expansion on seawater, a floating net made of string-like foamed plastic welded into a flat net shape is used to catch the net from below and float on the sea surface. Bonding work can be done while floating on the salt water.

この様にして第三番目からn番目までのロール
は次々とそのフイルムを引き出して海面上に展張
しながら接着してゆくと、やがて長さと幅が同長
の正方形(通常の場合)となる大きな湖袋底4′
を現地の海面上に作る事ができる。
In this way, the 3rd to nth rolls are pulled out one after another, stretched out on the sea surface and glued together, and eventually become a large square with the same length and width (in the normal case). Lake bag bottom 4'
can be created above the local sea surface.

次に断面がジグザグ折(つづら折とも言う)に
なつた四つの側壁4″の取付けであるが、フイル
ムにあらかじめジグザグの折癖を正確につけるた
めにはフイルムの製造工場でないと対応できない
ので、いつたんロール捲フイルムを製造してから
かその製造過程に於て湖袋底4′の一辺に対応す
る長さのフイルムを縦(長さ)方向にジグザグの
折癖をつけて折りたたむが、横断方向には折りた
ためないので、先述の浮枕と同長となる細長い箱
形でかつその長辺面の一つの全長にわたつて細い
隙間を有し、その隙間から必要に応じて内に折り
たたんで収納されているフイルムの長辺の一端を
引出し、続いて少しづつ繰出すことのできる、浮
遊式又は浮枕上に登載できるカセツトに納めて現
地へ曳航して運び込む。そして現地では先述の湖
袋底4′を作る場合と同様の方法で、海面上に於
て湖袋底4′の四辺に接着して湖袋4の側壁4″を
形成するのである。
Next is the installation of the four side walls 4" with zigzag folds (also called zigzag folds) in cross section, but in order to accurately create the zigzag folds on the film in advance, this cannot be done unless you are at a film manufacturing factory. After manufacturing the roll film, during the manufacturing process, the film of the length corresponding to one side of the lake bag bottom 4' is folded vertically (lengthwise) in a zigzag manner. Since it cannot be folded in any direction, it has an elongated box shape that is the same length as the floating pillow mentioned above, and has a narrow gap along the entire length of one of its long sides, and can be folded inward for storage as needed. One long side of the film is pulled out, and the film is placed in a floating cassette that can be unrolled little by little or that can be mounted on a floating pillow, and then towed to the site. The side walls 4'' of the lake bag 4 are formed by gluing them to the four sides of the lake bag bottom 4' on the sea surface using the same method as when making the lake bag 4.

また側壁4″の四つのコーナー部分はすでに周
知の繰出式カメラやその接写装置の蛇腹と同様の
これも製造工場で折りたたみ構造に成型してから
船に積んで現地に運び、四面に作つた側壁4″を
少しづつ立上らせながら、その下部より同時に両
翼の側壁4″,4″に接着してゆき、大きな湖袋4
を完成させる。
In addition, the four corner parts of the side wall 4'' are similar to the bellows of the well-known extendable camera and its close-up device, and are formed into a folding structure at the manufacturing factory and then loaded onto a ship and transported to the site. 4" little by little, and glue it to the side walls 4" and 4" of both wings at the same time from the bottom, and form a large lake bag 4.
complete.

これら湖袋4の側壁4″部の形成には淡水を湖
袋4内に注入しながら湖袋底4′の沈降度に合わ
せて行うと工事を円滑に進めることができる。
When forming the side wall 4'' of the lake bag 4, the construction work can proceed smoothly by injecting fresh water into the lake bag 4 and adjusting the degree of sedimentation of the lake bag bottom 4'.

以上の様に湖袋4は接着技術を駆使して作られ
るが、海水面と言う広い真の水平が接着工事を遂
行するための重要な定規や作業台の役目を果すも
のである。
As described above, the lake bag 4 is made by making full use of adhesive technology, but the wide true horizontal surface of the seawater plays the role of an important ruler and workbench for carrying out the adhesive work.

そして又、この貯水装置の大きさを規制する条
件としてジグザグ折部を要し、その折たたんだ側
壁4″を収納するカセツト(工事の際にも必要)
や、長尺フイルムを長辺側で接着するために必要
な浮枕は、いずれも湖袋底4′の一辺に相当する
長尺物となるが、これらを母港から現地へ曳航す
るとなると、操船や海上での取扱上その長さに一
定の制約を受ける事になり、この事によつて海面
にに浮遊させる淡水貯水装置の大きさも一定範囲
内のものとなる。
Also, as a condition to regulate the size of this water storage device, a zigzag folding section is required, and a cassette (also necessary during construction) to store the folded side wall 4''.
The floating pillows needed to adhere long films on their long sides are all long pieces that correspond to one side of the bottom 4' of the lake bag, but when these are towed from the home port to the site, it is difficult to maneuver the ship. Due to this, the size of the fresh water storage device that is suspended on the sea surface must also be within a certain range.

この装置における工事の山場は湖袋4フイルム
の接着作業であるから、工事は年間気象上より見
て平穏な季節を選んで行うが、海面すれすれで行
うフイルムの接着作業に対しては波による海面動
揺を最少にするため、波除けフエンスをめぐらせ
て工事を行うのは当然である。そしてまた、地形
や風向を或程度克服して作ろうとする場合には、
沖からの波浪が少しでも衰弱するように、すでに
実用段階にある浮遊式の大形防波堤で護る事がで
きれば更に万全で、この堤は貯水施設完成後も永
くその場所に供用されて、平常時における風波よ
り貯水装置を保護する事ができる。
The most important part of the construction work for this device is the work of gluing the four Lake Bag films together, so the work is carried out during the year when the weather is calm from a meteorological point of view. In order to minimize disturbances, it is natural to carry out construction work with a fence to prevent waves. Also, when trying to overcome the terrain and wind direction to some extent,
It would be even better if we could protect ourselves with a large floating breakwater, which is already in practical use, so that the waves coming from the coast can be weakened even a little. The water storage device can be protected from wind and waves.

ところが海水は地球の自転力や風力等の影響に
よつて緩やかではあるが海流を生じ、また入江や
湾内等では月や太陽の引力によつて潮汐現象が顕
著に現われる等海水は常に流動している。そのた
めただ単に淡水2を湖袋4閉じ込めて海水1上に
浮遊させただけでは淡水貯水袋が移動し流失して
しまう。そこでこの湖袋4を取囲むようにその外
周に適等な間隔をあけて支柱5を立て、支柱5の
下端はコンクリート製基礎6によつて海底3に固
定する。また海上に浮遊する湖袋4は、その中に
満される淡水2の量の多少によつて偏平な状態や
重厚な状態となるが、湖袋4の上縁は隔壁の役目
を十分に果させるために常に海上に出て一定の高
さを保つようにするので、湖袋4の底4′の方が
上下して淡水量に対応することとなる。そこで底
4′の上下動を吸収して湖袋4を構成するフイル
ムの極所に無理な力がかかつて破損しないように
するために、湖袋4の全側壁4″を蛇腹式の折り
たたみができる構造とする。
However, seawater is constantly flowing, with gentle ocean currents occurring due to the effects of the Earth's rotational force and wind power, and tidal phenomena occurring in coves and bays due to the gravitational pull of the moon and the sun. There is. Therefore, if the fresh water 2 is simply trapped in the lake bag 4 and suspended on the seawater 1, the fresh water storage bag will move and be washed away. Therefore, pillars 5 are erected at appropriate intervals around the outer circumference of the lake bag 4, and the lower ends of the pillars 5 are fixed to the seabed 3 by concrete foundations 6. In addition, the lake bag 4 floating on the sea becomes flat or heavy depending on the amount of fresh water 2 filled in it, but the upper edge of the lake bag 4 can sufficiently play the role of a bulkhead. Since the lake is always kept at a constant height above the sea, the bottom 4' of the lake bag 4 moves up and down to correspond to the amount of fresh water. Therefore, in order to absorb the vertical movement of the bottom 4' and prevent excessive force from being applied to the extreme parts of the film constituting the lake bag 4, the entire side wall 4'' of the lake bag 4 is folded in a bellows style. Create a structure that allows you to do so.

また湖袋壁4″と支柱5との間は次に述べる方
法によつて接続させる。すなわち支柱5は横断面
が例えば図のように十字形とし、これに十字孔9
を有する多数の支え板7を図のように十字孔9に
支柱5を貫通させた状態で嵌込むが、支え板7は
十字断面の支柱によつて水平には回転できないが
上下にすり動けるように十字孔9と支柱5との間
に隙間を有し、その隙間を前後左右に等間隔に保
ちながらかつ支え板7が支柱5に添つて上下に滑
動できるように4方向から支え板7の十字孔9縁
に取付けた滑動車輪10によつて支柱の側面を全
方向から押しつけられている。
In addition, the connection between the lake bag wall 4'' and the pillar 5 is made by the method described below.That is, the pillar 5 has a cross section as shown in the figure, for example, and a cross hole 9 is connected to the pillar 5.
As shown in the figure, a large number of support plates 7 are inserted into the cross-shaped holes 9 with the pillars 5 passing through them.The support plates 7 cannot be rotated horizontally due to the cross-section pillars, but can be slid up and down. There is a gap between the cross hole 9 and the support post 5, and the support plate 7 is inserted from four directions so that the support plate 7 can slide up and down along the support post 5 while maintaining the gap at equal intervals in the front, rear, left, and right directions. A sliding wheel 10 attached to the edge of the cross hole 9 presses against the side surface of the column from all directions.

この支え板7は各々上下間でそれぞれ支柱5の
両側の位置にベローズ8を設けて上下の支え板
7,7……を連結し、最上の支え板7は他のもの
より長くて強固に出来ており、その直下両側に有
する水面空気浮袋11によつて水面1′,2′上に
浮んでいて、これにつらなるベローズ8,8……
と各支え板7,7とを懸垂させた状態で支えてい
る。
This support plate 7 is provided with bellows 8 on both sides of the support column 5 between the upper and lower parts to connect the upper and lower support plates 7, 7, etc., and the uppermost support plate 7 is longer and stronger than the others. Bellows 8, 8 float above the water surface 1', 2' by means of water surface air bladders 11 provided on both sides directly below the bellows 8, 8...
and each support plate 7, 7 are supported in a suspended state.

このようは構成とした各支え板7の湖袋4側の
端は、湖袋4の蛇腹状になつた側壁4″において
海水1側へ突出して折り曲げられたプラスチツ
ク・フイルムを、その折り曲げた箇所の全内側に
円筒状の金属や硬質プラスチツク等によつて成る
折り目棒12を挿入して湖袋4を構成するプラス
チツク・フイルムで包み込むようにし、更にその
外側は半硬質で弾力性のあるプラスチツク等で作
られた断面がC型となつた被せ筒13を嵌め被
せ、更に先述の各支え板7側にはボールト・ナツ
ト等で固着できるようにしたプライヤー型をした
掴み具14で先に仮止めしておいた被せ筒13の
上から挟んでしつかりと湖袋のフイルム4を固定
する。この場合湖袋のフイルム4が傷つかないよ
うに折目棒12の外面や被せ筒13の内面は平滑
にし、かつ折り目棒12が金属性の場合には防銹
処理を行う。
The end of each support plate 7 on the lake bag 4 side constructed in this way is a bent portion of the plastic film that is bent so as to protrude toward the seawater 1 side on the bellows-shaped side wall 4'' of the lake bag 4. A cylindrical crease rod 12 made of metal, hard plastic, etc. is inserted into the entire inside of the bag, and the plastic film forming the lake bag 4 wraps the rod, and the outside of the rod is made of semi-hard, elastic plastic, etc. A covering tube 13 with a C-shaped cross section made of is fitted and covered, and is first temporarily secured to the side of each support plate 7 with a pliers-shaped gripping tool 14 that can be secured with a bolt or nut, etc. Secure the film 4 of the lake bag by pinching it from above the cover tube 13 that has been prepared.In this case, the outer surface of the folding rod 12 and the inner surface of the cover tube 13 should be smooth so that the film 4 of the lake bag is not damaged. In addition, if the crease rod 12 is made of metal, rust-proofing treatment is performed.

また湖袋4のフイルムを内側へ折り曲げて淡水
2側へ突出する折り曲げ部は、同様にフイルム4
の折り曲げの内側に固定突起18のある折り目棒
12′を挿入し、その上を湖袋4のプラスチツ
ク・フイルムで包み、更にその上に被せ棒13′
を嵌め被せ、更にその上から洗濯挟み状のバネ1
5を有する大型のクリツプ16によつて適当な間
隔をへだてて挟むが、クリツプ16の他端はどこ
にも固定されることがないので、淡水2側のフイ
ルム折り曲げ部は自由に淡水中をただようことと
なる。しかしこの部分が湖袋4内外の水圧の関係
で時として海水1側へ折り曲つて突出し蛇腹の形
状が不正な形に変形するのを防ぐために、海水1
側において被せ筒13の両端に自由に回動できる
ように突つ張り腕17の一端を取りつけ、この腕
17の他端は先述の突起のある折り目棒12′の
突起18に同じく自由に回動できるように取りつ
ける。
In addition, the bent portion of the lake bag 4 that is bent inward and protrudes toward the freshwater 2 side is similar to that of the film 4.
Insert the crease bar 12' with the fixing protrusion 18 into the inside of the fold, wrap the top with the plastic film of the lake bag 4, and then place the crimp bar 13' on top of it.
Fit and cover the clothespin-shaped spring 1 from above.
The film is held at an appropriate distance by a large clip 16 having a diameter of 5, but since the other end of the clip 16 is not fixed anywhere, the folded part of the film on the freshwater 2 side can freely float in the freshwater. becomes. However, due to water pressure inside and outside the lake bag 4, this part sometimes bends and protrudes toward the seawater 1 side, and in order to prevent the bellows shape from deforming into an incorrect shape, seawater 1
At the side, one end of a tension arm 17 is attached to both ends of the cover tube 13 so as to be able to freely rotate, and the other end of this arm 17 is also freely rotatable on the protrusion 18 of the aforementioned protruded crease rod 12'. Attach it as much as possible.

また、各支え板7間のベローズ8は支え板7に
有する通水孔19を介して内側空間は上下に通水
出来るように繋つており、最下端のベローズ8は
その下側の支え板7の直下にあるベローズ用給排
水管20によつて隣接する支柱の同方向に取りつ
けられたベローズ8,8……と相互に通水出来る
ように接続しており、ベローズ用給水管20は最
終的には第12図、第13図に示すように制御系
統21の一部として両図の渚線22左方の陸上に
ある制御小屋23内の制御装置21′に導かれる。
またベローズ8の上端はその上に位置する上位支
え板7の通水孔19を介して更にその上に調整用
排気孔24を有して、貯水中での平常時は排気孔
24は大気中へ開放状態としておく。
Further, the bellows 8 between the support plates 7 are connected to each other through water passage holes 19 provided in the support plate 7 so that the inner spaces can pass water vertically, and the bellows 8 at the lowest end is connected to the support plate 7 below. The bellows water supply and drainage pipe 20 located directly below the bellows is connected to the bellows 8, 8, which are installed in the same direction on the adjacent pillars, so that water can flow between them, and the bellows water supply pipe 20 is finally As shown in FIGS. 12 and 13, as part of a control system 21, the signal is guided to a control device 21' in a control shed 23 located on land to the left of the beach line 22 in both figures.
Further, the upper end of the bellows 8 has an adjustment exhaust hole 24 above it via the water passage hole 19 of the upper support plate 7 located above the bellows 8, and the exhaust hole 24 is in the atmosphere during normal times when water is stored. Leave it open to.

通常の使用時には、上位支え板7′の両端下面
に取り付けた水面空気浮袋11に空気を圧入して
膨らまし、その浮力によつて支柱に添つて上下に
滑動するベローズ8,8……及びこれらを介して
自由に上下に伸縮できる蛇腹状の折り目となつた
湖袋4の側壁4″並びに湖袋底4′等を、懸垂状に
して水面1′,2′上で支える役目をする。しかし
淡水2が淡水供給管26より供給されて貯水量が
増大したり、或は陸上での淡水2の使用量が増大
してフードバルブ28′を有する淡水給水管28
を介して送水ポンプ25′によつて大量の水2が
吸出されて貯水量が減少する等湖袋4内の淡水量
に変動が生じた時、それに応じて海上に浮遊する
湖袋4の底4′が上下しても、ベローズ8,8…
…内の水圧を規制せずに自由としておくと、貯水
量の増減につれて湖袋底4′は上下するから基本
的には湖袋4やベローズ8に対する内外の水圧差
はどこでも常に零に近くて、ベローズ8は勿論巨
大な湖袋4を構成するフイルムが水圧によつて破
損するようなおそれがない。特にベローズ8,8
……への水の出入は、陸上の制御小屋23の奥に
ある制御用の淡水池29より制御系統線21に含
まれるベローズ用給排水管20を介して自由水面
の状態で水の供給が行われるので、貯水量が増大
すると湖袋底4′が低下して蛇腹状の湖袋側壁
4″が伸び、同時に全ベローズ8,8……も伸び
て淡水池29より水の吸収によつて対応し、逆に
貯溜水量が減少すると湖袋底4′は海水1圧力に
よつて押し上げられるので蛇腹状側壁4″は折り
たたまれ、全ベローズ8,8……は追従して収縮
するので、ベローズ8内の水は陸上の制御用淡水
池29に湖袋底4の上昇に見合うだけ戻される。
During normal use, the water surface air bladders 11 attached to the lower surface of both ends of the upper support plate 7' are inflated by pressure, and the buoyancy causes the bellows 8, 8, etc., which slide up and down along the support column, and The side wall 4'' of the lake bag 4, which has bellows-like folds that can freely expand and contract up and down, and the bottom 4' of the lake bag 4 are suspended above the water surface 1' and 2', and serve to support them above the water surface 1', 2'. 2 is supplied from the fresh water supply pipe 26 and the amount of stored water increases, or the amount of fresh water 2 used on land increases and the fresh water supply pipe 28 with the hood valve 28'
When the amount of fresh water in the lake bag 4 changes, such as when a large amount of water 2 is sucked out by the water pump 25' and the stored water volume decreases, the bottom of the lake bag 4 floating on the sea changes accordingly. Even if 4' moves up and down, bellows 8, 8...
...If the water pressure inside is left unregulated, the bottom 4' of the lake bag will rise and fall as the amount of water stored increases and decreases, so basically the water pressure difference between the inside and outside of the lake bag 4 and bellows 8 will always be close to zero everywhere. There is no fear that the bellows 8 or the film constituting the huge lake bag 4 will be damaged by water pressure. Especially bellows 8,8
. . . Water is supplied from a control freshwater pond 29 located at the back of the control shed 23 on land through a bellows water supply and drainage pipe 20 included in the control system line 21 at a free water level. Therefore, when the amount of water stored increases, the lake bag bottom 4' lowers, the bellows-shaped lake bag side wall 4'' stretches, and at the same time, all the bellows 8, 8... extend to absorb water from the freshwater pond 29. On the other hand, when the amount of stored water decreases, the bottom 4' of the lake bag is pushed up by the pressure of seawater 1, the bellows-shaped side wall 4'' is folded, and all the bellows 8, 8... follow and contract, so the bellows 8 The water inside is returned to the control freshwater pond 29 on land in an amount commensurate with the rise of the lake bottom 4.

このようにして本発明の海上浮遊式淡水貯水装
置は、常に内外の自由水面は比重によるわずかな
差は生ずるもののほぼ零に近いため、厚さが0.5
mm乃至数mmと言う極めて薄いプラスチツク・フイ
ルムで湖袋4を作つて内外を遮り、通常の天候に
おける中小波の程度ではそのしぶきとともに、そ
れほど高くない簡易な波除け障壁30を周らせる
ことによつて海水1の混入を避けると言う目的は
達することができる。このことによつて、海上と
言う無限に近い広大なスペースに巨大な淡水貯水
施設を設けて年間を通じて陸上臨海地帯の安定的
な給水源とすることができるものである。
In this way, in the marine floating freshwater storage device of the present invention, the free water surface inside and outside is always close to zero, although there is a slight difference due to specific gravity, so the thickness is 0.5
A lake bag 4 is made of an extremely thin plastic film of mm to several mm to block the inside and outside, and when there are small to medium waves in normal weather, a simple wave shielding barrier 30 that is not very high is placed around it along with the spray. Therefore, the purpose of avoiding contamination with seawater 1 can be achieved. This makes it possible to establish a huge freshwater storage facility in the vast, almost limitless space of the ocean, which can serve as a stable water supply source for coastal areas on land throughout the year.

しかしながら大自然は常に平穏であるとは限ら
ない。特にこのような巨大な人工施設を海上と言
う流体の上に設ける場合、不規則に襲つてくる暴
風に対処できるようにしておく必要がある。すな
わち暴風の巨大なエネルギーを保有した大波をま
ともに受けた場合には、本発明のように薄いフイ
ルムで構成される施設はひとたまりもなく破損し
てしまう。しかし海は、海面が暴風によつて大波
を発生させていても、海中では深度を増すにつれ
て海水1の動揺は逓減し、少し深い処ではその影
響は問題とならなくなる。
However, nature is not always peaceful. Especially when building such a huge artificial facility on top of a fluid called the ocean, it is necessary to be able to deal with storms that attack irregularly. In other words, if a facility made of a thin film like the one of the present invention is directly hit by a large wave containing enormous energy from a storm, it will be completely damaged. However, in the ocean, even if a storm generates large waves on the surface of the ocean, as the depth increases, the movement of seawater 1 gradually decreases, and the effect becomes less of a problem at slightly deeper depths.

そこで本発明では暴風時には貯溜した淡水2を
すべて海に放棄して、装置全体を海底3近くに沈
降させることによつて避難することができるよう
にしている。すなわちその概要を示すのが第8
図、第9図及び第10図であつて、天気予報によ
つて予測することの可能な暴風接近時には、制御
小屋23よりの司令によつて先ず湖袋4の全周を
浮遊させている水面空気浮袋11の上面に装着し
た電磁弁31をいつせいに開いて制御系統線21
に含まれる空気管32によつて強制的に吸引排気
して水面空気浮袋11の浮力を奪い去り、同時に
連接された全ベローズ8,8……内の淡水もベロ
ーズ用給排水管20によつて吸引排水して全ベロ
ーズ8,8……を収縮させる。その際ベローズ8
の最上端の調整用排気孔24に附随するベローズ
通気用電磁弁31′を閉じてベローズ8内が負圧
となり収縮することを助けるとともに海水1が侵
入しないようにする。そうすると支え板7やベロ
ーズ8等の自重によつて支柱5に添つて湖袋4の
全周は海中へと沈降してゆき、海水と淡水を隔て
ていた障壁が簡単に取り除かれ、淡水は海水と混
りながら結果的には極めて少い作業エネルギーに
よつて淡水2は海中に放棄されて海水1と一体化
してしまうが、湖袋に関連する主要装置全体は水
の動揺のほとんど無い海底3近くに退避され、海
面上には風抵抗の少い支柱5の上部や支持固定用
のワイヤーロープ48だけとなつて、暴風の去る
のを待つ。
Therefore, in the present invention, in the event of a storm, all of the stored fresh water 2 is dumped into the sea, and the entire device is allowed to sink near the seabed 3, thereby allowing evacuation. In other words, the 8th section provides an overview.
9 and 10, when a storm approaches that can be predicted by the weather forecast, the water surface on which the entire circumference of the lake bag 4 is suspended is first given by command from the control hut 23. The control system line 21 is opened by opening the solenoid valve 31 attached to the top surface of the air bladder 11.
The buoyancy of the water surface air bladder 11 is forcibly sucked and exhausted through the air pipe 32 contained in the bellows, and at the same time, the fresh water inside all the connected bellows 8, 8... is also suctioned through the bellows water supply and drainage pipe 20. The water is drained and all the bellows 8, 8... are contracted. At that time, bellows 8
The bellows ventilation electromagnetic valve 31' attached to the adjustment exhaust hole 24 at the top end of the bellows 8 is closed to create a negative pressure inside the bellows 8 to help it contract and to prevent seawater 1 from entering. Then, due to the weight of the support plate 7, bellows 8, etc., the entire circumference of the lake bag 4 sinks into the sea along with the support 5, and the barrier separating seawater and freshwater is easily removed, and the freshwater is replaced by seawater. As a result, the fresh water 2 is abandoned into the sea and becomes integrated with the sea water 1 with very little work energy, but the entire main equipment related to the lake bag is placed on the sea floor 3 where there is almost no movement of water. The ship was evacuated to a nearby location, leaving only the upper part of the pillar 5 with low wind resistance and the wire rope 48 for support and fixation above the sea surface, waiting for the storm to pass.

暴風が去つて穏かとなると、先述の水面空気浮
袋11に空気管32を介して圧搾空気を送つて膨
らませて浮力を与え、湖袋全体をゆつくりと海面
1′近くに浮上させる。その場合各ベローズ8内
は陰圧としたまま膨れないように保ち、全体が可
能な限り海面1′近くまで浮上すると、今度は最
下部の支え板7の下面に補助的に取りつけてある
海中空気浮袋33に空気管32を介して圧搾空気
を送入して膨らませて、湖袋4の周辺を更に一層
海面1′上に浮揚させる。こ様な状態としても尚
かつ湖袋4内に海水1が残るので、別に設けたフ
ロート付き排水ポンプ25によつて海水1を汲み
出してゆくと、やがて湖袋4は第9図に示すよう
に湖袋底4′の中央部が盛り上つて自由海面と一
致するようになる。すなわち中央部に海水が無く
なつて周辺部のみに輪状に海水1が残るのみとな
る。そこで今度は湖袋4内に残つた海水1の輪状
になつた一部に簡単な堰による隔壁を設けて、そ
の堰の両側の水が混じり合わないようにしておい
てから、堰の一方側からフロート付き排水ポンプ
25によつて海水1を汲み出し同時に他方へは同
量の淡水2を注入してゆく。するとやがてこの水
面1′,2′を維持したまま輪状に残つた湖袋4内
の海水1は淡水2に置換されてゆき、やがてすべ
て淡水化してしまう。その後汲出し作業を停止
し、淡水2のみの注水を続けて湖袋底4′を沈降
させてゆき、湖袋4全体のどこにも無理な力がか
からない状態となると、増水量に合わせて海中浮
袋33の排気を計りながらベローズ8にもベロー
ズ用給排水管20を通じてゆつくりと送水して、
各ベローズ8を必要なだけ膨らませると、その後
のベローズ内は湖袋底4′の自由昇降に任せて追
従できるように自由水面状態へと戻して第8図の
通常の使用状態に復帰させる。この場合湖袋4内
に輪状水面を作ることができるようにあらかじめ
湖袋底4′のフイルムに余裕を与えておくことや、
湖袋4全体の沈降、浮上、排水等、その作業の推
進及び監視は検知器を備えたコンピユーターやテ
レビ等を利用して制御小屋23の制御装置21′
によつて遠隔操作されることは勿論であるが、し
かしベローズ8は上記浮沈作業を支援する役目の
他に、平常時において湖袋4が海流や潮流で傾い
たり変形したりするのを常に詳しく監視されたデ
ーターで、その内部水を制御系統線を介して時に
は加圧伸長し、時には陰圧として収縮し、湖袋4
が常に正常な姿勢を保たせる役目を果すのであ
る。
When the storm calms down, compressed air is sent to the water surface air bladder 11 through the air pipe 32 to inflate it and give it buoyancy, allowing the entire lake bladder to float slowly near the sea surface 1'. In that case, the inside of each bellows 8 is kept under negative pressure so that it does not swell, and when the entire body floats to as close as possible to the sea surface 1', the sea air Compressed air is fed into the swim bladder 33 through the air pipe 32 to inflate it, and the periphery of the lake bladder 4 is further floated above the sea surface 1'. Even in this state, seawater 1 still remains in the lake bag 4, so if the seawater 1 is pumped out using a separately provided drain pump 25 with a float, the lake bag 4 will eventually become as shown in FIG. The central part of the lake bottom 4' rises and comes to match the free sea level. In other words, there is no seawater in the center, and only a ring of seawater 1 remains in the periphery. Therefore, next time, we installed a partition wall with a simple weir in the ring-shaped part of the seawater 1 remaining in the lake bag 4 to prevent the water on both sides of the weir from mixing. Seawater 1 is pumped out from one drain pump 25 with a float, and at the same time, the same amount of fresh water 2 is injected into the other. Then, the seawater 1 remaining in the ring-shaped lake bag 4 while maintaining the water surface 1', 2' will be replaced by fresh water 2, and eventually all of it will be desalinated. After that, the pumping operation is stopped and only fresh water 2 is continued to be injected to cause the bottom 4' of the lake bag to settle.When no unreasonable force is applied to any part of the lake bag 4, the submerged swim bladder is adjusted according to the amount of water increase. 33, while slowly supplying water to the bellows 8 through the bellows water supply and drainage pipe 20,
When each bellows 8 is inflated to the required extent, the interior of the bellows returns to a free water surface state so that it can follow the free rise and fall of the lake bag bottom 4', returning to the normal operating state as shown in FIG. In this case, in order to create a ring-shaped water surface inside the lake bag 4, some allowance must be made in advance in the film of the lake bag bottom 4'.
The operation of sedimentation, flotation, drainage, etc. of the entire lake bag 4 is promoted and monitored by the control device 21' in the control shed 23 using a computer equipped with a detector, a television, etc.
It goes without saying that the bellows 8 is remotely controlled by the user, but in addition to supporting the above-mentioned floating and sinking work, the bellows 8 also monitors in detail the tilting and deformation of the lake bag 4 due to ocean currents and tides during normal times. Based on the monitored data, the internal water is sometimes pressurized and expanded through the control line, and sometimes contracted as negative pressure, and the lake bag 4
It plays a role in maintaining a normal posture at all times.

今まで述べてきた湖袋4は第12図に示すよう
にその全周が海水1によつて囲まれた標準的な独
立浮遊タイプを示したが、暴風のあまり心配のな
い地域で費用を軽減する場合に湖袋4の一辺を渚
線22で代用させる第13図のような接岸浮遊タ
イプも可能である。この接岸タイプは渚線22の
近くに2個の渚用コンクリート基礎27を両横に
設けて湖袋側壁4″の一端を固定し、同時にこの
基礎27間の渚線22に添つた陸上には湖袋端を
止めるフイルム固定ライン27′を設けるが、い
ずれの場合も海上の淡水貯水装置より淡水送水管
28並びに送水ポンプ25′を介して陸上の必要
な所へ吸水して送水される。
As shown in Figure 12, the lake bag 4 that has been described so far is a standard independent floating type surrounded by seawater 1 all around, but the cost can be reduced in areas where there is less concern about storms. In this case, it is also possible to use a floating type as shown in FIG. 13 in which one side of the lake bag 4 is replaced by a beach line 22. In this type of berthing, two concrete foundations 27 for the beach are installed on both sides near the beach line 22, and one end of the lake bag side wall 4'' is fixed, and at the same time, the land along the beach line 22 between these foundations 27 is A film fixing line 27' is provided to stop the end of the lake bag, but in either case, water is sucked from the freshwater storage device on the sea and sent to the required location on land via the freshwater water pipe 28 and the water pump 25'.

特に緊急時に本発明を守るために淡水2の海水
1中への放棄は河川の流出と同じで、自然界を汚
染することにはならない。しかし災害を避けるた
めとは言え大量に貯溜した使用予定の淡水2の放
棄は陸上での要求水量に対して海中送水管34に
よる他所からの供給によつても直ぐに間に合わな
いことが生ずる。
Particularly in order to protect the present invention in an emergency, discarding fresh water 2 into seawater 1 is the same as flowing out of a river and does not pollute the natural world. However, even if the purpose is to avoid a disaster, a large amount of stored fresh water 2 scheduled for use is abandoned, and the amount of water required on land cannot be met immediately by supplying water from elsewhere via the underwater water pipe 34.

そのような場合に本発明は、上述の湖袋4によ
つて出来た海上浮遊式の淡水貯水装置を、第14
図に示すように海中送水管34を用いて多数連結
する構成によつて、局所的な淡水1の不足を可成
りの程度補完させることができる。すなわち通常
の暴風は台風とかハリケーンとか言われる大気の
渦によつて惹起される。その中心部は極度に低い
気圧によつてもたらされた強い空気の流れは海水
に大波を起させ、恐るべき破壊力を発揮するけれ
ども、幸いなことに通常強風域は比較的狭い限ら
れた範囲で経過するものである。そのため本発明
の淡水貯水装置を大きな陸地の場合はその周辺部
の海域に添つて連鎖状に設けてゆき、各淡水貯水
装置を海中送水管34でつないでやると、台風の
中心が通過したために淡水2を放棄した淡水貯水
装置が1〜2面生じたとしても、台風の去つた後
直ちに他の淡水貯水装置より海中送水管34を介
して淡水の供給を受けることができるので、その
淡水貯水装置が通常受持つていた地域の陸上にお
ける水不足は最少限度に抑えることができる。こ
こで特に補足しておきたいことは、平穏時に海中
送水管34を介して給水地よりの送水は、通常は
河川の河口近くで取水が行われ、肉薄大口径管に
よつて低い水圧でゆつくりと送水されることのた
め受水側に本発明のような巨大に貯水湖を必要と
するのである。そのため暴風回避によつて大量の
貯溜水が失われても、通常の水源河川からの海中
送水管34による送水能力では水量の回復には著
しい時間を要することになるので、緊急時には連
鎖状につながつた淡水貯水装置が互いに助け合つ
て淡水2を補完させなければならないのである。
また補完については災害時に限つたことではな
く、或る淡水貯水装置の使用水量が特に増大した
時にも他の淡水貯水装置より水の緊急融通がなさ
れるのは当然であるが、この様に淡水貯水装置を
連鎖状に配して相互に連係しながら補完し合うシ
ステムとすることは可能である。
In such a case, the present invention provides a floating fresh water storage device made of the above-mentioned lake bag 4 as a fourteenth
As shown in the figure, by connecting a large number of underwater water pipes 34, a local shortage of fresh water 1 can be compensated to a considerable extent. In other words, normal storms are caused by atmospheric vortices called typhoons or hurricanes. The strong air currents brought about by the extremely low atmospheric pressure in the center create large waves in the seawater, exerting frightening destructive power, but fortunately, the strong wind area is usually relatively narrow and limited. It is something that passes within a range. Therefore, in the case of a large landmass, the freshwater storage devices of the present invention are installed in a chain along the surrounding sea area, and each freshwater storage device is connected by an underwater water pipe 34.When the center of the typhoon passes, Even if there are one or two freshwater storage devices that have abandoned freshwater 2, they can immediately receive freshwater from other freshwater storage devices via the underwater water pipe 34 after the typhoon has passed, so the freshwater storage can be completed. Water shortages on land in areas normally served by the device can be kept to a minimum. What I would like to particularly note here is that during peacetime, when water is sent from a water supply area via the underwater water pipe 34, water is normally taken near the mouth of a river, and the thin, large-diameter pipe is used to supply water at low water pressure. Because of the construction and water supply, a huge water storage lake like the one in the present invention is required on the water receiving side. Therefore, even if a large amount of stored water is lost due to storm avoidance, it will take a significant amount of time to restore the water volume with the normal water supply capacity of the underwater water pipe 34 from the river source, so in an emergency, a chain reaction will occur. The freshwater storage devices must help each other to supplement freshwater 2.
Furthermore, supplementation is not limited to disasters; it is natural that when the amount of water used by a certain freshwater storage device increases in particular, it is natural that an emergency exchange of water from other freshwater storage devices will be made; It is possible to arrange the water storage devices in a chain so as to create an interconnected and complementary system.

第14図はそのようにして海岸添いの海上に湖
袋4によつて成る淡水貯水装置を、海中送水管3
4とサイフオン38とによつて連鎖状につらねた
一部分の状態を示したものであり、これら淡水貯
水装置をつらねた全系統の管理は、各制御小屋2
3,23……を連絡する制御線21″を介して中
央集中制御室23′によつて行われる。すなわち
海中送水管34は係留ロープ48によつて海底3
要所にアンカー用コンクリート基礎6
Figure 14 shows how a fresh water storage device consisting of a lake bag 4 is installed on the sea near the coast, and an underwater water supply pipe 3
4 and siphon 38 in a chain, and the management of the entire system in which these fresh water storage devices are connected is controlled by each control shed 2.
3, 23, .
Concrete foundation for anchors at key points 6

Claims (1)

【特許請求の範囲】 1 海上に強靱なフイルム等で作つた側壁が蛇腹
状になつた有底の袋状浮遊式淡水貯溜施設であつ
て、該袋の周囲を取囲んで多数の支柱を海中に立
並べ、これらすべての支柱に対し、支柱にはめて
上下に滑動できる孔を有する支え板を支柱に多数
層状にはめて取付け、最上の支え板には水面空気
浮袋を取付けて水面上に浮遊性を与えると共に、
各支え板間には水を吸入したり吐出したりできる
ようにした多数のベローズを陸上からの制御管を
介して取付け、平常はベローズ内部の水を常圧と
して伸縮は貯水量に任せるが、湖袋傾斜などの異
常時には内水を加圧や陰圧として支え板を安定さ
せる構成とし、これら支え板各層について支柱列
が取囲んで内側となる支え板の一端に蛇腹状に折
りたためる上記貯水施設での貯水袋の側壁を外側
から支柱に取付けて、該側壁が支柱に添つて上下
に滑動できるようにして、支柱列囲い内の海上に
貯水袋を無蓋で浮遊状に係留する事を特徴とする
海上浮遊式の淡水貯水装置。 2 強靱なフイルム等によつて作られた有底の袋
状物で成る浮遊式淡水貯溜施設の貯水袋を海上に
浮かべて固定するために多数の支柱を立並べて囲
い、これらすべての支柱にそれぞれ上下に滑動で
きるようにした孔を有する支え板をこの孔へ支柱
を貫通させた状態で多数を重ねて取付け、最上の
支え板には水面空気浮袋を取付けて水面上に浮遊
性を与えると共に、各支え板間には水を吸入した
り吐出したりできるようにした多数のベローズを
陸上からの制御管を介して取付け、平常はベロー
ズ内部水を常圧としてその伸縮を貯水量に任せる
が、湖袋傾斜等の異常時にはその内部水を加圧や
陰圧として支え板を安定な状態となす構成とし、
これら支え板各層について支柱列が取囲んで内側
となる支え板の一端に蛇腹状に折たたみができる
ようにした上記淡水貯水施設の貯水袋側壁を外側
から支柱に取付けて側壁が支柱に添つて上下に滑
動できるようにして、海上における支柱列囲い内
に無蓋で浮遊状に係留した海上浮遊式の淡水貯水
装置において、最上層の支え板に取付けた水面空
気浮袋及び最下層の支え板下に取付けた海中空気
浮袋に対し、それぞれ専用のパイプを介して遠隔
操作的に個別に圧搾空気を圧送し膨満させて浮力
を与えたり、或いは逆にこの浮袋中の空気を吸引
排気して収縮させてその浮力を奪取する構造を有
し、かつ又同時に、湖袋側壁を析たたみ状に保持
する支え板の間に介在するベローズ内の水をも専
用パイプを介して出し入れさせて、湖袋側壁を支
柱に添つて上下に伸縮できる構造とを併有する事
によつて、湖袋の浮沈を自由に操作し制御できる
事を特徴とする暴風時沈降退避式海上浮遊の淡水
貯水装置。
[Scope of Claims] 1. A bag-shaped floating freshwater storage facility with a bellows-shaped side wall made of a strong film or the like on the sea, and a large number of support columns surrounding the bag are installed in the sea. All of these supports are lined up in a row, and support plates with holes that can be inserted into the supports and can slide up and down are attached to the supports in multiple layers, and a water surface air bladder is attached to the top support plate so that the structure floats on the water surface. Along with giving sex,
A large number of bellows capable of sucking in and discharging water are installed between each support plate via control pipes from land, and normally the water inside the bellows is kept at normal pressure and expansion and contraction is left to the amount of water stored. In the event of an abnormality such as a slope of the lake bag, the support plate is stabilized by applying pressure or negative pressure to the inner water, and each layer of these support plates is surrounded by a column of columns, and the above-mentioned water storage can be folded into a bellows shape at one end of the inner support plate. A feature of this method is that the side walls of the water storage bags in facilities are attached to the pillars from the outside so that the side walls can slide up and down along the pillars, and the water storage bags are moored uncovered on the sea in the support row enclosure. A floating freshwater storage device. 2. In order to float and secure the water storage bag of a floating freshwater storage facility, which consists of a bottomed bag made of strong film, etc., on the sea, a large number of supports are lined up and enclosed, and each of these supports is A large number of support plates with holes that can slide up and down are installed one on top of the other with support columns passing through these holes, and a water surface air bladder is attached to the topmost support plate to give it buoyancy on the water surface. A large number of bellows capable of sucking in and discharging water are installed between each support plate via control pipes from land, and normally the water inside the bellows is kept at normal pressure and its expansion and contraction is left to the amount of water stored. In the event of an abnormality such as a slope of the lake bag, the internal water is pressurized or negative pressure to keep the support plate in a stable state.
Each layer of these support plates is surrounded by a row of support plates, and one end of the inner support plate can be folded into a bellows shape.The side wall of the water storage bag of the above fresh water storage facility is attached to the support from the outside, so that the side wall follows the support. In a sea-floating freshwater storage device that can slide up and down and is moored uncovered in a column enclosure on the sea, a surface air bladder attached to the top layer support plate and a water surface air bladder attached to the bottom layer support plate are attached. The attached sea air bladders can be individually operated with compressed air via dedicated pipes to inflate them and give them buoyancy, or conversely, the air in these bladders can be sucked out and deflated. It has a structure that takes away the buoyancy, and at the same time, water in and out of the bellows, which is interposed between the support plates that hold the side wall of the lake bag in a folded shape, is brought in and out through a special pipe, and the side wall of the lake bag is used as a support. This floating fresh water storage device is characterized by the ability to freely operate and control the ups and downs of a lake bag by having a structure that can be expanded and contracted up and down.
JP23095882A 1982-12-24 1982-12-24 Artificial fresh water lake of sea floating type Granted JPS59118590A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23095882A JPS59118590A (en) 1982-12-24 1982-12-24 Artificial fresh water lake of sea floating type

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23095882A JPS59118590A (en) 1982-12-24 1982-12-24 Artificial fresh water lake of sea floating type

Publications (2)

Publication Number Publication Date
JPS59118590A JPS59118590A (en) 1984-07-09
JPH0575639B2 true JPH0575639B2 (en) 1993-10-20

Family

ID=16915982

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23095882A Granted JPS59118590A (en) 1982-12-24 1982-12-24 Artificial fresh water lake of sea floating type

Country Status (1)

Country Link
JP (1) JPS59118590A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5290807A (en) * 1976-01-27 1977-07-30 Ohbayashigumi Ltd Storage tank

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5290807A (en) * 1976-01-27 1977-07-30 Ohbayashigumi Ltd Storage tank

Also Published As

Publication number Publication date
JPS59118590A (en) 1984-07-09

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