JP2019203284A - Bubble type water pollution prevention fence - Google Patents

Bubble type water pollution prevention fence Download PDF

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JP2019203284A
JP2019203284A JP2018097801A JP2018097801A JP2019203284A JP 2019203284 A JP2019203284 A JP 2019203284A JP 2018097801 A JP2018097801 A JP 2018097801A JP 2018097801 A JP2018097801 A JP 2018097801A JP 2019203284 A JP2019203284 A JP 2019203284A
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air
water
bubble
pollution prevention
buoyancy
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JP7045038B2 (en
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藤田 勇
Isamu Fujita
勇 藤田
英之 城田
Hideyuki Shirota
英之 城田
修 石坂
Osamu Ishizaka
修 石坂
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National Institute of Maritime Port and Aviation Technology
Maeda Kosen Co Ltd
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National Institute of Maritime Port and Aviation Technology
Maeda Kosen Co Ltd
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    • 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20Controlling water pollution; Waste water treatment
    • Y02A20/204Keeping clear the surface of open water from oil spills

Abstract

To provide a bubble type water pollution prevention fence allowing an installation operation and a removal operation of a sink-and-float belt to be easily performed in a short time.SOLUTION: A bubble type water pollution prevention fence 10 is provided with: a tube type sink-and-float belt 20 on which a heavy weight 23 is integrally attached; and an air-water supplying device 30 selectably supplying air or ballast water to the sink-and-float belt 20, wherein the sink-and-float belt 20 is provided with an air diffusing passage 21 and a buoyancy adjustment passage 22 to generate bubble through continuously supplying air to the air diffusing passage 21 and to allow buoyancy adjustment of the sink-and-float belt 20 through supplying air or ballast water to the buoyancy adjustment passage 22.SELECTED DRAWING: Figure 2

Description

本発明は海洋、溜池、湖沼等の水域で使用できる気泡式水質汚濁防止フェンスに関し、特に流体の供給切り替えにより浮沈可能な気泡式水質汚濁防止フェンスに関する。   The present invention relates to a bubble-type water pollution prevention fence that can be used in water areas such as oceans, ponds, lakes and marshes, and more particularly to a bubble-type water pollution prevention fence that can float and sink by switching the supply of fluid.

大規模自然災害や油の流出事故等によって発生した流出油を放置すると、周辺の岸壁や船舶、或いは精油施設、海上プラットホーム等に付着するだけでなく、燃焼事故等の二次的災害を誘発する危険がある。   If spilled oil caused by a large-scale natural disaster or oil spill accident is left unattended, it not only adheres to the surrounding quay, ship, refinery facility, offshore platform, etc., but also induces secondary disasters such as combustion accidents. There is danger.

流出油等の拡散防止手段である浮上式水質汚濁防止フェンスとしては、柱状のフロートに沿ってスカートを垂下したオイルフェンスが広く知られていて、作業船に搭載したオイルフェンスを岸壁や船舶等の周囲に展張した後、潜水作業によって水底アンカーに接続して位置決めしている。(特許文献1等)   As a floating water pollution prevention fence that is a means to prevent spilled oil from diffusing, an oil fence with a skirt suspended along a columnar float is widely known, and an oil fence mounted on a work ship is attached to a quay or ship. After spreading around, it is positioned by connecting to the bottom anchor by diving. (Patent Document 1 etc.)

捕捉した流出油がスカートの下を潜り抜けて外部へ流出する場合があることから、特許文献2,3にはオイルフェンスの内方に沿って気泡発生管を取り付け、気泡発生管を通じて水中に無数の気泡を発生させることで上昇水流を形成し、この上昇水流を利用して流出油の流出を抑止することが開示されている。   Since the captured spilled oil may spill under the skirt and flow out to the outside, Patent Documents 2 and 3 are equipped with a bubble generating tube along the inside of the oil fence and countlessly in the water through the bubble generating tube. It is disclosed that an ascending water flow is formed by generating the bubbles and that the spilled oil is prevented from flowing out using this ascending water flow.

特開平4−64614号公報Japanese Patent Laid-Open No. 4-64614 特開昭53−92535公報JP 53-92535 A 実開昭59−61334号公報Japanese Utility Model Publication No.59-61334

従来の水質汚濁防止フェンスには次のような問題点があった。
<1>流出油の拡散防止効果を高める最大の手法は、水質汚濁防止フェンスの展張時間をできるだけ短くして早期にバリアを形成することである。
従来は浮上式水質汚濁防止フェンスの展張作業に多くの時間がかかり、展張時間を短くすることに限界があった。
<2>浮上式水質汚濁防止フェンスは風や波浪の影響を受けて流され易いだけでなく、航路上に展張したときは船舶航行の障害となる。
<3>使用目的を終えた浮上式水質汚濁防止フェンスには流出油が付着しているため、水質汚濁防止フェンスの回収作業に多くの時間と労力を要するうえに、流出油で汚れた水質汚濁防止フェンスは再使用が難しいために廃棄処分となっていて不経済である。
<4>浮上式水質汚濁防止フェンスの一部に気泡発生管を一体に取り付けたタイプでは、気泡発生管の水中抵抗が増すために水質汚濁防止フェンスの展張作業と回収作業により多くの作業時間と労力を要する。
<5>気泡発生管を浮上式水質汚濁防止フェンスと別体にした場合には、水質汚濁防止フェンスと気泡発生管の展張作業を個別に行わなければならず、作業性がきわめて悪くなる。
<6>エアを送気すると気泡発生管に浮力が発生するため、この浮力による浮上を防止し得るだけの重量を気泡発生管に予め付与しておく必要がある。
浮上防止のための重量を付与するために気泡発生管を金属製の管体で形成した場合には、気泡発生管を湾曲させて展張することができず、またフレキシブル構造の気泡発生管に重錘を一体に付設した場合には、重量物の気泡発生管が水底に引き摺られて展張作業がし難いだけでなく、水底の岩や突起物等に衝突して気泡発生管に損傷が生じ易いといった問題がある。
The conventional water pollution prevention fence has the following problems.
<1> The greatest technique for enhancing the effect of preventing the spilled oil from spreading is to form a barrier at an early stage by shortening the extension time of the water pollution prevention fence as much as possible.
Conventionally, it took a lot of time to extend the floating water pollution control fence, and there was a limit to shortening the extension time.
<2> Floating water pollution prevention fences are not only easily washed away by the influence of wind and waves, but also become obstacles to ship navigation when they are deployed on the route.
<3> Since the spilled oil adheres to the floating water pollution control fence that has finished its intended use, it takes a lot of time and labor to collect the water pollution prevention fence, and the water pollution that is contaminated with the spilled oil. Preventive fences are uneconomical because they are difficult to reuse.
<4> In the type in which the bubble generation pipe is integrally attached to a part of the floating water pollution prevention fence, the underwater resistance of the bubble generation pipe increases, so that the work and time required for the work of extending and collecting the water pollution prevention fence are increased. It takes effort.
<5> When the bubble generating pipe is separated from the floating water pollution prevention fence, the work of extending the water pollution prevention fence and the bubble generating pipe must be performed separately, and workability is extremely deteriorated.
<6> Since buoyancy is generated in the bubble generating tube when air is supplied, it is necessary to give the bubble generating tube a weight that can prevent the buoyancy from rising.
If the bubble generating tube is made of a metal tube to give weight to prevent levitation, the bubble generating tube cannot be bent and stretched, and the bubble generating tube cannot be extended. When the weight is integrally attached, not only the heavy bubble generating tube is dragged to the bottom of the water but also difficult to extend, but the bubble generating tube can easily be damaged by colliding with rocks or protrusions on the bottom of the water. There is a problem.

本発明は以上の点に鑑みて成されたもので、その目的とするところは、浮沈帯の設置作業と撤去作業を短時間のうちに簡単に行える、気泡式水質汚濁防止フェンスを提供することにある。
さら本発明の他の目的は、船舶航行の障害とならず、回収して繰り返しの使用が可能な気泡式水質汚濁防止フェンスを提供することにある。
The present invention has been made in view of the above points, and an object of the present invention is to provide a bubble-type water pollution prevention fence that can easily perform installation and removal operations of a floating zone in a short time. It is in.
Still another object of the present invention is to provide a bubble-type water pollution prevention fence that does not become an obstacle to ship navigation but can be recovered and used repeatedly.

本発明は、気泡の放出に伴い水中にカーテン状の上昇水流が形成される気泡式水質汚濁防止フェンスであって、重錘が付設された浮沈帯と、前記浮沈帯に対してエアまたはバラスト水を択一的に供給可能な気水供給装置とを具備する。前記浮沈帯は気水供給装置からのエアの連続供給を受けて気泡を発生する散気路と、前記散気路と並設され、気水供給装置からのエアまたはバラスト水の供給を受けて浮沈帯の浮力調整が可能な浮力調整路とを具備していて、前記浮力調整路にエアまたはバラスト水を充填することで前記浮沈帯の浮力を調整可能に構成してある。
本発明の他の形態において、気水供給装置は送気ポンプと送水ポンプとを具備していて、前記送気ポンプまたは送水ポンプを通じて浮沈帯に対してエアまたはバラスト水を択一的に供給可能である。
本発明の他の形態において、浮沈帯と気水供給装置との間が複数の配管を介して接続されていて、前記複数の配管に介装された開閉バルブの開閉により散気路へ向けたエアの供給と、浮力調整路へ向けたエアまたはバラスト水の供給の切り替えが可能に構成されている。
本発明の他の形態において、重錘の重量は、浮力調整路にエアを充填したときに浮沈帯を浮上でき、かつ浮力調整路にバラスト水を充填した状態で浮沈帯の散気路にエアを連続供給して気泡を放出しているときに浮沈帯の沈降を維持できる重量に設定してある。
本発明の他の形態において、浮力調整路は浮沈帯の全長に亘ってU字形に折り返して形成されていてもよいし、浮沈帯の全長に亘って直線状に形成されていてもよい。
本発明の他の形態において、浮力調整路の一部にドレーン管が接続してあり、ドレーン管を通じて浮力調整路内に充填されたエアまたはバラスト水が外部へ排出可能である。
The present invention relates to a bubble-type water pollution prevention fence in which a curtain-like rising water flow is formed in the water with the release of bubbles, a floating zone with a weight attached thereto, and air or ballast water with respect to the floating zone And an air / water supply device capable of alternatively supplying the water. The ups and downs zone is provided in parallel with the air diffusion path that generates air bubbles by receiving continuous supply of air from the air / water supply device, and receives air or ballast water supplied from the air / water supply device. A buoyancy adjustment path capable of adjusting the buoyancy of the sag zone, and filling the buoyancy adjustment path with air or ballast water so that the buoyancy of the sag zone can be adjusted.
In another embodiment of the present invention, the air / water supply device includes an air supply pump and a water supply pump, and can selectively supply air or ballast water to the floating zone through the air supply pump or the water supply pump. It is.
In another embodiment of the present invention, the rise / fall zone and the air / water supply device are connected via a plurality of pipes, and are directed to the air diffusion path by opening and closing the on-off valves interposed in the plurality of pipes. The air supply and the supply of air or ballast water toward the buoyancy adjustment path can be switched.
In another embodiment of the present invention, the weight of the weight is such that when the buoyancy adjustment path is filled with air, the float / sink zone can be lifted and the buoyancy adjustment path is filled with ballast water. Is set to a weight capable of maintaining the settling of the floating zone when bubbles are released continuously.
In another embodiment of the present invention, the buoyancy adjustment path may be formed to be folded back in a U shape over the entire length of the float zone, or may be formed linearly over the entire length of the float zone.
In another embodiment of the present invention, a drain pipe is connected to a part of the buoyancy adjustment path, and air or ballast water filled in the buoyancy adjustment path can be discharged to the outside through the drain pipe.

本発明に係る気泡式水質汚濁防止フェンスは少なくともつぎのひとつの効果を奏する。
<1>浮力調整路に対するエアまたはバラスト水の充填を切り替えることで浮沈帯の浮力を調整可能であるから、浮沈帯の設置作業と撤去作業を短時間のうちに簡単に行うことができる。
<2>航路上に気泡式水質汚濁防止フェンスを設置しても、浮沈帯を沈降させることで船舶の航行の障害とならずに済むと共に、浮沈帯が損傷を受けない。
<3>浮沈帯は流出油の付着がないので、回収した浮沈帯を繰り返し使用することができて経済的である。
The bubble-type water pollution prevention fence according to the present invention has at least one of the following effects.
<1> Since the buoyancy of the floating zone can be adjusted by switching the filling of air or ballast water to the buoyancy adjustment path, the installation and removal operations of the floating zone can be easily performed in a short time.
<2> Even if a bubble-type water pollution prevention fence is installed on the channel, it is not necessary to obstruct the navigation of the ship by sinking the floating zone, and the floating zone is not damaged.
<3> Since the floating zone does not adhere to the spilled oil, the collected floating zone can be used repeatedly and is economical.

本発明の実施例1に係る気泡式水質汚濁防止フェンスの全体説明図Whole explanatory drawing of the bubble type water pollution prevention fence which concerns on Example 1 of this invention 図1に示した気泡式水質汚濁防止フェンスのモデル図Model diagram of the bubble-type water pollution prevention fence shown in FIG. 浮沈帯を浮上させたときの気泡式水質汚濁防止フェンスのモデル図Model diagram of a bubble-type water pollution control fence when a floating zone is lifted 浮沈帯を沈降させた図2におけるIV−IVの断面図Cross-sectional view of IV-IV in Fig. 2 with the subsidence zone subsided 浮沈帯を沈降させた状態で上昇水流を形成したときの気泡式水質汚濁防止フェンスのモデル図Model diagram of a bubble-type water pollution control fence when an ascending water flow is formed with the subsidence zone settling 実施例2に係る他の浮沈帯の縦断面図Longitudinal sectional view of another floating zone according to Example 2 図6におけるVII−VIIの断面図Sectional view of VII-VII in FIG.

以下、図面を参照しながら本発明の、気泡式水質汚濁防止フェンスについて詳細に説明する。   Hereinafter, the bubble type water pollution prevention fence of the present invention will be described in detail with reference to the drawings.

[本発明の構成]
<1>気泡式水質汚濁防止フェンスの概要
図1,2を参照して説明すると、本発明に係る気泡式水質汚濁防止フェンス10は、可撓性を有し、長手方向に沿って気泡を放出可能なチューブ状の浮沈帯20と、浮沈帯20に対してエア(圧縮空気)またはバラスト水を択一的に供給可能な気水供給装置30と、浮沈帯20と気水供給装置30との間を接続する複数の配管とを具備する。
本発明の気泡式水質汚濁防止フェンス10は従来フェンスのようなフロートやスカートを具備せずに、水中の浮沈帯20から放出される気泡群51により生じる上昇水流50を利用して流出油53の拡散を防止するものである。
[Configuration of the present invention]
<1> Outline of bubble-type water pollution prevention fence Referring to FIGS. 1 and 2, the bubble-type water pollution prevention fence 10 according to the present invention has flexibility and emits bubbles along the longitudinal direction. A tube-shaped float zone 20, an air / water supply device 30 capable of selectively supplying air (compressed air) or ballast water to the float / fall zone 20, and the float / sink zone 20 and the air / water supply device 30. And a plurality of pipes for connecting them.
The bubble-type water pollution prevention fence 10 of the present invention does not have a float and a skirt like a conventional fence, and uses the rising water flow 50 generated by the bubble group 51 discharged from the underwater subsidence zone 20 of the spilled oil 53. It prevents diffusion.

<2>浮沈帯
浮沈帯20は内部に散気路21と浮力調整路22を並設した可撓性を有する中空構造体であり、その一部に重錘23が一体に付設されている。
浮沈帯20の全長は使途に応じて適宜選択が可能である。
<2> Floating zone The floating zone 20 is a flexible hollow structure in which an air diffusion path 21 and a buoyancy adjustment path 22 are arranged side by side, and a weight 23 is integrally attached to a part thereof.
The total length of the floating zone 20 can be appropriately selected according to the purpose of use.

<2.1>散気路
散気路21は水中で気泡群を発生させるため専路であり、浮沈帯20の全長に亘って連続して形成されている。
散気路21はその基端が開放されていると共に、先端が閉塞されている。
散気路21の周面にはその長手方向に沿って複数の散気孔24が形成されていて、散気路21の基端から連続供給したエアが複数の散気孔24から放出し得るようになっている。
<2.1> Air Diffuse Path The air diffuser path 21 is a dedicated path for generating bubbles in water, and is continuously formed over the entire length of the float zone 20.
The air diffusion path 21 is open at the proximal end and closed at the distal end.
A plurality of air diffusion holes 24 are formed along the longitudinal direction of the peripheral surface of the air diffusion path 21 so that air continuously supplied from the base end of the air diffusion path 21 can be discharged from the plurality of air diffusion holes 24. It has become.

<2.2>浮力調整路
浮力調整路22は浮沈帯20の浮力を調整するための専用路であり、浮力調整路22内にエアまたはバラスト水を択一的に供給することで浮沈帯20の浮力調整が可能である。
本例では浮力調整路22を浮沈帯20の全長に亘ってU字形に折り返し、浮力調整路22の両端を浮沈帯20の一端に露出させて形成した形態について説明するが、浮力調整路22は折り返さずに直線状でもよい。
<2.2> Buoyancy adjustment path The buoyancy adjustment path 22 is a dedicated path for adjusting the buoyancy of the float / sink zone 20, and by selectively supplying air or ballast water into the buoyancy adjust path 22, the float / sink zone 20. Buoyancy can be adjusted.
In this example, the buoyancy adjustment path 22 is described as being formed in a U shape over the entire length of the float / sink zone 20 so that both ends of the buoyancy adjust path 22 are exposed at one end of the float / sink zone 20. A straight line may be used without folding.

<2.3>流路の形成例
本例では散気路21や浮力調整路22に市販のホース、チューブまたはパイプを適用した形態について示すが、軟質樹脂製の柱状体の内部を穿設して散気路21や浮力調整路22を形成してもよい。
市販のホース、チューブまたはパイプで代用する場合は、これらがばらけないようにネット製の筒袋25に内挿して一体化してもよいし、複数箇所をバンド材で結束して一体化してもよい。
<2.3> Example of flow path formation In this example, a commercially available hose, tube, or pipe is applied to the air diffusion path 21 or the buoyancy adjustment path 22, but the inside of a columnar body made of soft resin is drilled. The air diffusion path 21 and the buoyancy adjustment path 22 may be formed.
When a commercially available hose, tube or pipe is substituted, it may be integrated by being inserted into the net-made tube bag 25 so that they are not scattered, or a plurality of places may be bound by a band material and integrated. Good.

<2.4>重錘
本発明は重錘23の重量のみで浮沈帯20の浮力調整をしようとするものではなく、浮力調整路22へ供給する流体(エアまたはバラスト水)を選択することで、浮沈帯20の浮力を調整し得るように構成した。
浮沈帯20の浮力調整手段として、重錘23と浮力調整路22へ供給する流体(エアまたはバラスト水)の切り替えの組み合せを採用したのは、浮沈帯20の浮上および沈降を遠隔操作して、浮沈帯20の展張作業と撤去作業を円滑に行うためである。
重錘23には、例えば金属製鎖や金属板等を適用できる。
本例では筒袋25の一部に重錘23を一体に付設した形態を示すが、浮沈帯20の一部であれば重錘23の取付け位置に制約はない。
<2.4> Weight The present invention is not intended to adjust the buoyancy of the floating zone 20 only by the weight of the weight 23, but by selecting the fluid (air or ballast water) to be supplied to the buoyancy adjustment path 22. The buoyancy of the floating zone 20 can be adjusted.
As the buoyancy adjustment means of the buoyancy zone 20, the combination of switching of the weight 23 and the fluid (air or ballast water) supplied to the buoyancy adjustment path 22 is adopted by remotely controlling the rise and fall of the buoyancy zone 20, This is because the expansion work and the removal work of the floating zone 20 are performed smoothly.
For example, a metal chain or a metal plate can be applied to the weight 23.
In this example, a form in which the weight 23 is integrally attached to a part of the cylindrical bag 25 is shown, but there is no restriction on the attachment position of the weight 23 as long as it is a part of the floating zone 20.

<2.5>重錘の重量
重錘23は浮沈帯20の浮上を妨げない補助的な錘である。
重錘23の重量は、浮力調整路22にエアを充填したときに浮沈帯20を浮上でき、かつ浮力調整路22にバラスト水を充填した状態で浮沈帯20の散気路21にエアを連続供給したときに浮沈帯20の沈降を維持できる重量に設定してある。
すなわち、浮力調整路22に対してエアの充填量とバラスト水の充填量を適宜選択することで、浮沈帯20の浮力を任意に調整することができる。
<2.5> Weight of Weight The weight 23 is an auxiliary weight that does not hinder the rising and lowering of the floating zone 20.
The weight of the weight 23 is such that when the buoyancy adjustment path 22 is filled with air, the float / sink 20 can be lifted, and the buoyancy adjustment path 22 is filled with ballast water so that the air is continuously supplied to the air diffusion path 21 of the float / sink 20. The weight is set so as to maintain the sinking of the floating zone 20 when supplied.
That is, the buoyancy of the float zone 20 can be arbitrarily adjusted by appropriately selecting the air filling amount and the ballast water filling amount with respect to the buoyancy adjustment path 22.

<3>気水供給装置
気水供給装置30は浮沈帯20の散気路21に対してエアを供給すると共に、浮力調整路22に対してエアまたはバラスト水を供給するための装置である。
図2を参照して説明すると、少なくとも気水供給装置30は送気ポンプ31と送水ポンプ32を具備している。
<3> Air / Water Supply Device The air / water supply device 30 is a device for supplying air to the air diffusion path 21 of the float zone 20 and supplying air or ballast water to the buoyancy adjusting path 22.
Referring to FIG. 2, at least the air / water supply device 30 includes an air supply pump 31 and a water supply pump 32.

<3.1>散気路への送気手段
送気ポンプ31の吐出側と散気路21の基端の間に給気管40が接続されていて、給気管40を通じて散気路21へエアを連続供給し得るようになっている。
<3.1> Air Supply Means to the Air Diffuse Channel An air supply pipe 40 is connected between the discharge side of the air supply pump 31 and the proximal end of the air diffuser path 21, and air is supplied to the air diffuser path 21 through the air supply pipe 40. Can be continuously supplied.

<3.2>浮力調整路への流体供給手段
さらに送気ポンプ31の吐出側と浮力調整路22の一端との間に共有管41が接続され、共有管41と送水ポンプ32の吐出側との間に三方向の切替弁33が介装してあって、切替弁33の切り替えにより、共有管41を通じて浮力調整路22へ向けたエアまたはバラスト水の供給が可能である。
<3.2> Fluid supply means to the buoyancy adjustment path Further, a shared pipe 41 is connected between the discharge side of the air supply pump 31 and one end of the buoyancy adjustment path 22, and the discharge side of the shared pipe 41 and the water pump 32 A three-way switching valve 33 is interposed therebetween, and air or ballast water can be supplied to the buoyancy adjustment path 22 through the shared pipe 41 by switching the switching valve 33.

<3.3>ドレーン管
浮力調整路22の他端にはドレーン管42が接続してあり、浮力調整路22へ供給したエアまたはバラスト水を外部へ排出できるようになっている。
なお、図2中の符号34〜36は各管40〜42に介装した開閉バルブであり、各開閉バルブ34〜36を開閉操作することで各管40〜42の流路が開閉可能である。
<3.3> Drain Pipe A drain pipe 42 is connected to the other end of the buoyancy adjustment path 22 so that air or ballast water supplied to the buoyancy adjustment path 22 can be discharged to the outside.
Note that reference numerals 34 to 36 in FIG. 2 are open / close valves provided in the pipes 40 to 42, and the flow paths of the pipes 40 to 42 can be opened and closed by opening / closing the open / close valves 34 to 36. .

図2では浮沈帯20に対してエアまたはバラスト水を択一的に供給する供給回路の一例を示すものであり、エアまたはバラスト水の供給回路はこれに限定されるものではない。
また本例では複数の管40〜42の接続位置を浮沈帯20の一端部に揃えた形態について示すが、浮沈帯20に対する複数の管40〜42の接続位置は適宜選択が可能であり、例えば複数の管40〜42を浮沈帯20の中央部に接続してもよい。
FIG. 2 shows an example of a supply circuit that selectively supplies air or ballast water to the floating zone 20, and the supply circuit of air or ballast water is not limited to this.
Moreover, although the connection position of the several pipes 40-42 is shown in this example about the form which aligned the one end part of the sinking zone 20, the connection position of the several pipes 40-42 with respect to the sinking zone 20 can be selected suitably, for example, A plurality of tubes 40 to 42 may be connected to the central portion of the floating zone 20.

[気泡式水質汚濁防止フェンスの使用方法]
図面を参照しながら気泡式水質汚濁防止フェンス10の使用方法について説明する。
[How to use a bubble-type water pollution prevention fence]
A method of using the bubble-type water pollution prevention fence 10 will be described with reference to the drawings.

<1>浮沈帯の展張
浮沈帯20はロール状に巻き取った状態か、または折り畳んだ状態で現場へ搬入し、流出油の捕捉範囲に亘って展張する。
浮沈帯20の展張方法としては、作業船に搭載して展張してもよいし、浮沈帯20の先端にロープを接続して牽引して展張してもよい。
この際、浮沈帯20には複数の管40〜42を接続しておく。
<1> Expansion of Floating Zone The floating zone 20 is carried into the site in a state of being wound in a roll shape or folded, and is spread over the capture range of the spilled oil.
As a method for extending the ups and downs 20, it may be mounted on a work boat and extended, or a rope may be connected to the tip of the ups and downs 20 to pull it.
At this time, a plurality of tubes 40 to 42 are connected to the floating zone 20.

図3を参照して浮沈帯20の展張作業について詳しく説明する。
浮沈帯20を展張する際には、気水供給装置30の送気ポンプ31を短時間だけ稼動して、浮沈帯20の浮力調整路22内にエア38を充填する。浮力調整路22内にエア38を充填したら、共有管41およびドレーン管42に介装した開閉パルブ34、35を閉じて浮力調整路22内にエア38を封入する。
With reference to FIG. 3, the expansion work of the floating zone 20 will be described in detail.
When the floating zone 20 is expanded, the air supply pump 31 of the air / water supply device 30 is operated for a short time to fill the buoyancy adjustment path 22 of the floating zone 20 with the air 38. When the air 38 is filled in the buoyancy adjustment path 22, the open / close valves 34 and 35 interposed in the shared pipe 41 and the drain pipe 42 are closed, and the air 38 is sealed in the buoyancy adjustment path 22.

浮力調整路22にエア38を封入することで浮沈帯20の浮力が増すので、浮沈帯20を浮上させた状態で展張することができる。
したがって、浮沈帯20を展張する際に浮沈帯20が水底Gの不陸に引っ掛かったり、浮沈帯20が引き摺られて損傷したしりするといった心配がなくなる。
さらに浮沈帯20の断面形が従来のオイルフェンスと比べて小さく、水に対する抵抗が格段に小さいため、小さな力で浮沈帯20を展張することができる。
By enclosing the air 38 in the buoyancy adjustment path 22, the buoyancy of the buoyancy zone 20 is increased, so that the buoyancy zone 20 can be stretched in a lifted state.
Therefore, there is no need to worry that when the floating zone 20 is extended, the floating zone 20 is caught on the bottom of the bottom G, or the floating zone 20 is dragged and damaged.
Furthermore, since the cross-sectional shape of the floating zone 20 is smaller than that of a conventional oil fence and the resistance to water is extremely small, the floating zone 20 can be expanded with a small force.

<2>浮沈帯の沈降
図3,4を参照して説明すると、浮沈帯20の展張作業中または展張作業後に、ドレーン管42に介装した開閉バルブ35を開弁した状態で送水ポンプ32を稼動して、浮力調整路22内にバラスト水37を供給する。
バラスト水37の充填に伴い浮力調整路22内のエア38がドレーン管42を通じて外部へ排気されることで、浮沈帯20の浮力が漸減しつつ浮沈帯20の自重が漸増する。
このように、浮力調整路22内のエア38をバラスト水37に置換するだけの簡単な操作で以て、短時間のうちに浮沈帯20を水底Gへ向けて沈降させることができる。
水底Gに着底させた後は浮沈帯20を自重で位置決めしてもよいし、水底アンカーに接続して位置決めしてもよい。
開閉バルブ35を閉弁し、供給管41の基端から少量のエアまたはバラスト水を追加補充して浮力調整路22内に封入したバラスト水37を加圧状態にしておけば、波力等の外力を受けても浮沈帯20が不用意に変形するのを防止できる。
また浮沈帯20の展張位置が船舶の航路と重なっても、浮沈帯20を沈降させることで船舶の航行の障害とならず、しかも浮沈帯20が損傷を受けないで済む。
<2> Sedimentation of the float zone With reference to FIGS. 3 and 4, the water pump 32 is operated with the open / close valve 35 interposed in the drain pipe 42 opened during or after the stretch operation of the float zone 20. The ballast water 37 is supplied into the buoyancy adjustment path 22 by operating.
As the ballast water 37 is filled, the air 38 in the buoyancy adjustment path 22 is exhausted to the outside through the drain pipe 42, so that the buoyancy of the float / sink 20 gradually decreases and the weight of the float / sink 20 gradually increases.
In this way, the float zone 20 can be caused to sink toward the bottom G in a short time with a simple operation of simply replacing the air 38 in the buoyancy adjustment path 22 with the ballast water 37.
After landing on the bottom G, the floating zone 20 may be positioned by its own weight or may be positioned by connecting to the bottom anchor.
If the ballast water 37 enclosed in the buoyancy adjustment path 22 is in a pressurized state by adding a small amount of air or ballast water from the proximal end of the supply pipe 41 and closing the open / close valve 35, Even when an external force is applied, the floating zone 20 can be prevented from being inadvertently deformed.
Moreover, even if the expansion position of the ups and downs 20 overlaps with the ship's route, the ups and downs 20 does not hinder the navigation of the ship by sinking the ups and downs 20, and the ups and downs 20 does not need to be damaged.

<3>気泡群による上昇水流の発生(バブルカーテンの形成)
図5を参照して説明すると、浮沈帯20は、浮力調整路22内の全域にバラスト水37が封入された状態で水底Gに着底している。
この状態で、送気ポンプ31を連続稼動して、浮沈帯20の内部の散気路21へエア38を連続供給する。
散気路21へエアを連続供給することで浮沈帯20に浮力が生じるが、この浮力に対抗し得るように重錘23の重量とバラスト水37の重量が関係付けられているので、散気路21へエア38を連続供給しても浮沈帯20が浮上することない。
<3> Generation of rising water flow by bubbles (formation of bubble curtain)
Referring to FIG. 5, the floating zone 20 is settled on the bottom G with the ballast water 37 sealed in the entire area in the buoyancy adjustment path 22.
In this state, the air supply pump 31 is continuously operated, and the air 38 is continuously supplied to the air diffusion path 21 inside the rise / fall zone 20.
By continuously supplying air to the air diffusion path 21, buoyancy is generated in the floating zone 20, but the weight 23 and the weight of the ballast water 37 are related to counteract this buoyancy. Even if the air 38 is continuously supplied to the path 21, the floating zone 20 does not rise.

散気路21へ供給されたエアは散気孔24を通じて噴出されて気泡群51を形成し、気泡群51が浮上する際に周囲の水を巻きこんでカーテン状に上昇水流50が形成される。
この上昇水流50により流出油53の拡散を効果的に抑制することができる。
上昇水流50は水底Gから水面までの高さに亘ってカーテン状に連続して形成されるので、流出油53が上昇水流50の下を潜り抜けて外部へ流出する心配もない。
流出油53は上昇水流50により拡散が抑制されるので、浮沈帯20に流出油53が付着することはない。
The air supplied to the air diffusion path 21 is ejected through the air diffusion holes 24 to form the bubble group 51. When the bubble group 51 rises, the surrounding water is entrained and the rising water flow 50 is formed in a curtain shape.
This rising water flow 50 can effectively suppress the diffusion of the spilled oil 53.
Since the rising water flow 50 is continuously formed in a curtain shape from the bottom G to the water surface, there is no fear that the spilled oil 53 passes under the rising water flow 50 and flows out to the outside.
Since the spilled oil 53 is suppressed from being diffused by the rising water flow 50, the spilled oil 53 does not adhere to the floating zone 20.

<4>撤去
図4,3を参照して浮沈帯20の撤去作業について説明する。
気泡式水質汚濁防止フェンス10の使用目的を終えたら、ドレーン管42に介装した開閉バルブ35を開弁した状態で送気ポンプ31を稼動して浮力調整路22内へエア38を供給して、浮力調整路22内のバラスト水37をエア38に置換する。
エア38の供給に伴い、浮力調整路22内のバラスト水37はドレーン管42を通じて外部へ排出される。
浮力調整路22内のバラスト水37をエア38に置換したら、共有管41およびドレーン管42に介装した開閉バルブ34、35を閉弁して浮力調整路22内にエア38を封入する。
浮力調整路22の全域にエア38を充填することで浮沈帯20の浮力が漸増しつつ、浮沈帯20の自重が漸減するので、図4に示した浮沈帯20が図3に示すように浮上する。
<4> Removal With reference to FIGS. 4 and 3, the removal work of the floating zone 20 will be described.
After the use purpose of the bubble-type water pollution prevention fence 10 is finished, the air supply pump 31 is operated with the opening / closing valve 35 interposed in the drain pipe 42 opened to supply the air 38 into the buoyancy adjustment path 22. The ballast water 37 in the buoyancy adjustment path 22 is replaced with air 38.
As the air 38 is supplied, the ballast water 37 in the buoyancy adjusting path 22 is discharged to the outside through the drain pipe 42.
When the ballast water 37 in the buoyancy adjustment path 22 is replaced with air 38, the open / close valves 34 and 35 interposed in the shared pipe 41 and the drain pipe 42 are closed to enclose the air 38 in the buoyancy adjustment path 22.
By filling the entire area of the buoyancy adjustment path 22 with the air 38, the buoyancy of the float zone 20 gradually increases and the weight of the float zone 20 gradually decreases. Therefore, the float zone 20 shown in FIG. 4 floats as shown in FIG. To do.

このように本発明では、浮力調整路22内にエア38を充填するだけの操作で以て、浮沈帯20を浮上させることができるので、浮沈帯20を簡単に撤去することができる。
浮沈帯20には流出油53が付着しないので、付着油の除去作業を省略できると共に、回収した浮沈帯20を繰り返し使用できるのできわめて経済的である。
As described above, according to the present invention, the floating zone 20 can be lifted simply by filling the buoyancy adjusting path 22 with the air 38, and therefore, the floating zone 20 can be easily removed.
Since the spilled oil 53 does not adhere to the floating zone 20, it is possible to omit the operation of removing the adhered oil, and the collected floating zone 20 can be used repeatedly, which is very economical.

海上プラットホーム等において、流出油の拡散防止のために停泊中の船舶の周囲の水底に気泡発生管を沈めて常設しておくことが知られている。
気泡発生管を水底に常設した場合には、気泡発生管が船舶のアンカーに引き摺られて損傷する危険性がある。
これに対して、船舶の周囲に浮沈可能な浮沈帯20を設置した場合には、既述したように沈降させた浮沈帯20を通じてバブルカーテンを形成することで流出油の拡散を防止しつつ、船舶のアンカーの引き上げ時は浮沈帯20を浮上させるだけでアンカーによる損傷を回避することができる。
In an offshore platform or the like, it is known that a bubble generating tube is sunk and permanently installed in the bottom of the water around a vessel that is anchored in order to prevent spilled oil from diffusing.
When the bubble generating tube is permanently installed on the bottom of the water, there is a risk that the bubble generating tube is dragged by the anchor of the ship and damaged.
On the other hand, when the ups and downs zone 20 that can float and sink around the ship is installed, as described above, the bubble curtain is formed through the sinking zone 20 while preventing the spilled oil from spreading. When the ship's anchor is pulled up, damage due to the anchor can be avoided by simply ascending the floating zone 20.

以降に他の実施例について説明するが、その説明に際し、前記した実施例1と同一の部位は同一の符号を付してその詳しい説明を省略する。   Other embodiments will be described below. In the description, the same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted.

図6,7を参照して浮沈帯20の他の実施例について説明する。
実施例1では浮力調整路22を単管で構成する形態について説明したが、浮力調整路22を先端が閉鎖された外管22aと、外管22aに内挿されて先端が開放された内管22bとからなる多重管で構成してもよい。
本実施例では、内管22bの中心路22cと、両管22a,22bの周面管に形成された環状路22dとが連通して形成されていて、中心路22cまたは環状路22dの基端に対してバラスト水37またはエア38を個別に給排し得るように複数の配管を介して気水供給装置と接続されている。
浮力調整路22を構成する中心路22cと環状路22dの連続した空間内にバラスト水37またはエア38を択一的に供給することで浮沈帯20の浮力を調整することが可能である
本実施例にあっては先の実施例1と同様の作用効果を奏する。
Another embodiment of the floating zone 20 will be described with reference to FIGS.
In the first embodiment, the form in which the buoyancy adjustment path 22 is configured by a single pipe has been described. However, the buoyancy adjustment path 22 is an outer pipe 22a whose tip is closed, and the inner pipe which is inserted into the outer pipe 22a and the tip is opened. You may comprise with the multiple tube which consists of 22b.
In the present embodiment, the central path 22c of the inner pipe 22b and the annular path 22d formed in the peripheral pipes of both pipes 22a and 22b are formed to communicate with each other, and the proximal end of the central path 22c or the annular path 22d In contrast, the ballast water 37 or the air 38 is connected to the air / water supply device through a plurality of pipes so that the ballast water 37 or the air 38 can be individually supplied and discharged.
It is possible to adjust the buoyancy of the floating zone 20 by selectively supplying the ballast water 37 or the air 38 into the continuous space of the central path 22c and the annular path 22d constituting the buoyancy adjustment path 22. In the example, the same effects as those of the first embodiment are obtained.

先の実施例1,2では浮沈帯20の全長が一定寸法である形態について説明したが、浮沈帯20の全長を調整可能に構成してもよい。
浮沈帯20の全長を調整するには、例えば浮沈帯20を複数の分割体で構成し、分割体を継ぎ足すことで浮沈帯20を任意の長さに延長することができる。
浮沈帯20の全長を調整する他の形態としては、例えば浮沈帯20を同軸線上で重合させた複数のスライド管で構成し、スライド管をスライド伸縮させることで浮沈帯20の全長を調整するようにしてもよい。
In Embodiments 1 and 2 described above, the embodiment in which the total length of the float zone 20 is a constant dimension has been described, but the total length of the float zone 20 may be configured to be adjustable.
In order to adjust the total length of the ups and downs 20, for example, the ups and downs 20 can be constituted by a plurality of divided bodies, and the ups and downs 20 can be extended to an arbitrary length by adding the divided bodies.
As another form for adjusting the total length of the float zone 20, for example, the float zone 20 is configured by a plurality of slide tubes that are superposed on the same axis, and the slide tube is slid and expanded to adjust the overall length of the float zone 20. It may be.

10 気泡式水質汚濁防止フェンス
20 浮沈帯
21 散気路
22 浮力調整路
23 重錘
24 散気孔
25 筒袋
30 気水供給装置
31 送気ポンプ
32 送水ポンプ
33 切替弁
34〜36 開閉バルブ
37 バラスト水
38 エア
40 給気管
41 共有管
42 ドレーン管
50 上昇水流
51 気泡群
DESCRIPTION OF SYMBOLS 10 Bubble type water pollution prevention fence 20 Floating zone 21 Aeration path 22 Buoyancy adjustment path 23 Weight 24 Aeration hole 25 Cylindrical bag 30 Air / water supply device 31 Air supply pump 32 Water supply pump 33 Switching valve 34-36 Open / close valve 37 Ballast water 38 Air 40 Air supply pipe 41 Shared pipe 42 Drain pipe 50 Ascending water flow 51 Bubble group

Claims (7)

気泡の放出に伴い水中にカーテン状の上昇水流が形成される気泡式水質汚濁防止フェンスであって、
重錘が付設された浮沈帯と、
前記浮沈帯に対してエアまたはバラスト水を択一的に供給可能な気水供給装置とを具備し、
前記浮沈帯は気水供給装置からのエアの連続供給を受けて気泡を発生する散気路と、
前記散気路と並設され、気水供給装置からのエアまたはバラスト水の供給を受けて浮沈帯の浮力調整が可能な浮力調整路とを具備し、
前記浮力調整路にエアまたはバラスト水を充填することで前記浮沈帯の浮力を調整可能に構成したことを特徴とする、
気泡式水質汚濁防止フェンス。
A bubble type water pollution prevention fence in which a curtain-like rising water flow is formed in the water with the release of bubbles,
A floating zone with a weight,
An air / water supply device capable of selectively supplying air or ballast water to the floating zone;
The ups and downs zone is a diffused passage that generates bubbles by receiving a continuous supply of air from an air / water supply device,
A buoyancy adjustment path that is arranged in parallel with the air diffusion path and that can adjust the buoyancy of the floating zone by receiving supply of air or ballast water from the air / water supply device;
The buoyancy adjustment path is filled with air or ballast water so that the buoyancy of the sag zone can be adjusted.
Bubble type water pollution prevention fence.
前記気水供給装置は送気ポンプと送水ポンプとを具備していて、前記送気ポンプまたは送水ポンプを通じて浮沈帯に対してエアまたはバラスト水を択一的に供給可能であることを特徴とする、請求項1に記載の気泡式水質汚濁防止フェンス。   The air / water supply device includes an air supply pump and a water supply pump, and can selectively supply air or ballast water to the floating zone through the air supply pump or the water supply pump. The bubble-type water pollution prevention fence of Claim 1. 前記浮沈帯と気水供給装置との間が複数の配管を介して接続されていて、前記複数の配管に介装された開閉バルブの開閉により散気路へ向けたエアの供給と、浮力調整路へ向けたエアまたはバラスト水の供給の切り替えが可能に構成されていることを特徴とする、請求項1または2に記載の気泡式水質汚濁防止フェンス。   The floating zone is connected to the air / water supply device via a plurality of pipes, and air is supplied to the air diffusion path by opening / closing valves provided in the plurality of pipes, and the buoyancy is adjusted. The bubble-type water pollution prevention fence according to claim 1 or 2, wherein the supply of air or ballast water toward the road is switchable. 前記重錘の重量が、浮力調整路にエアを充填したときに浮沈帯を浮上でき、かつ浮力調整路にバラスト水を充填した状態で浮沈帯の散気路にエアを連続供給して気泡を放出しているときに浮沈帯の沈降を維持できる重量に設定してあることを特徴とする、請求項1に記載の気泡式水質汚濁防止フェンス。   The weight of the weight can rise when the buoyancy adjustment path is filled with air, and the air is continuously supplied to the aeration path of the rise and fall band while the buoyancy adjustment path is filled with ballast water. 2. The bubble-type water pollution prevention fence according to claim 1, wherein the fence is set to a weight capable of maintaining the settlement of the floating zone when discharging. 前記浮力調整路が浮沈帯の全長に亘ってU字形に折り返して形成されていることを特徴とする、請求項1乃至3の何れか一項に記載の気泡式水質汚濁防止フェンス。   The bubble-type water pollution prevention fence according to any one of claims 1 to 3, wherein the buoyancy adjustment path is formed to be folded back in a U shape over the entire length of the ups and downs. 前記浮力調整路が浮沈帯の全長に亘って直線状に形成されていることを特徴とする、請求項1乃至3の何れか一項に記載の気泡式水質汚濁防止フェンス。   The bubble-type water pollution prevention fence according to any one of claims 1 to 3, wherein the buoyancy adjustment path is formed linearly over the entire length of the ups and downs. 前記浮力調整路の一部にドレーン管が接続してあり、ドレーン管を通じて浮力調整路内に充填されたエアまたはバラスト水が外部へ排出可能であることを特徴とする、請求項4または5に記載の気泡式水質汚濁防止フェンス。   The drain pipe is connected to a part of the buoyancy adjustment path, and air or ballast water filled in the buoyancy adjustment path can be discharged to the outside through the drain pipe. The bubble type water pollution prevention fence described.
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JPS4717566Y1 (en) * 1968-11-28 1972-06-19
JPS4891845A (en) * 1972-03-07 1973-11-29
JPS5015134U (en) * 1973-06-04 1975-02-18
JPS51133937A (en) * 1975-05-15 1976-11-20 Toyo Construction Open close underwater fence
JPH11117275A (en) * 1997-10-07 1999-04-27 Nippon Solid Co Ltd Pollution preventing method and pollution preventing fence used for it
US20120024782A1 (en) * 2010-05-18 2012-02-02 Baird William E Method and apparatus for treating an oil spill

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Publication number Priority date Publication date Assignee Title
JPS4717566Y1 (en) * 1968-11-28 1972-06-19
JPS4891845A (en) * 1972-03-07 1973-11-29
JPS5015134U (en) * 1973-06-04 1975-02-18
JPS51133937A (en) * 1975-05-15 1976-11-20 Toyo Construction Open close underwater fence
JPH11117275A (en) * 1997-10-07 1999-04-27 Nippon Solid Co Ltd Pollution preventing method and pollution preventing fence used for it
US20120024782A1 (en) * 2010-05-18 2012-02-02 Baird William E Method and apparatus for treating an oil spill

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