JPS5922848B2 - Water pollution prevention membrane - Google Patents

Water pollution prevention membrane

Info

Publication number
JPS5922848B2
JPS5922848B2 JP977681A JP977681A JPS5922848B2 JP S5922848 B2 JPS5922848 B2 JP S5922848B2 JP 977681 A JP977681 A JP 977681A JP 977681 A JP977681 A JP 977681A JP S5922848 B2 JPS5922848 B2 JP S5922848B2
Authority
JP
Japan
Prior art keywords
pollution prevention
prevention membrane
anchor
water pollution
membrane
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
Application number
JP977681A
Other languages
Japanese (ja)
Other versions
JPS57123317A (en
Inventor
寛 川井
範伊 有富
豊 本城
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.)
Taiyo Kogyo Co Ltd
Original Assignee
Taiyo Kogyo Co Ltd
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 Taiyo Kogyo Co Ltd filed Critical Taiyo Kogyo Co Ltd
Priority to JP977681A priority Critical patent/JPS5922848B2/en
Publication of JPS57123317A publication Critical patent/JPS57123317A/en
Publication of JPS5922848B2 publication Critical patent/JPS5922848B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B15/00Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/08Devices for reducing the polluted area with or without additional devices for removing the material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B15/00Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/08Devices for reducing the polluted area with or without additional devices for removing the material
    • E02B15/0814Devices for reducing the polluted area with or without additional devices for removing the material with underwater curtains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B15/00Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/08Devices for reducing the polluted area with or without additional devices for removing the material
    • E02B15/0857Buoyancy material
    • E02B15/0864Air

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)

Description

【発明の詳細な説明】 本発明は水域における汚濁拡散防止のために用いる水域
汚濁防止膜に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water pollution prevention membrane used for preventing pollution diffusion in water bodies.

従来より航路浚渫や床堀等によって生じる海水汚濁の防
止や埋立工事で海中に押し出される土砂等による海水汚
濁の防止等のために水域汚濁防止膜が使用されている。
BACKGROUND ART Water pollution prevention membranes have conventionally been used to prevent seawater pollution caused by channel dredging, bed trenching, etc., and to prevent seawater pollution caused by earth and sand pushed into the sea during land reclamation work.

これは第1図に示すようにフロート1の下端に汚濁防止
膜2を垂設し、更にフロート1が潮流等により流失しな
いように固定する上部固定用アンカーワイヤー3と汚濁
防止膜を下方へ張つばった状態に固定する下部固定用ア
ンカーワイヤー4とにより所定水域に布設するものであ
る。
As shown in Figure 1, a pollution prevention membrane 2 is installed vertically at the lower end of a float 1, and an anchor wire 3 for fixing the upper part of the float 1 to prevent it from being washed away by currents, etc. and the pollution prevention membrane are stretched downward. The anchor wire 4 for fixing the lower part is fixed in a stretched state and is laid in a predetermined water area.

この第1図に示した従来の水域汚濁防止膜においては、
フロート1が水面に存在するため波、風潮流等の影響を
受けやすく、一方下方の0点はアンカーにより比較的定
位置に固定されているだめ、フロート1と汚濁防止膜2
との接点A或いは汚濁防止膜の途中C点において破損が
しばしば発生するという問題点があり、荒天時にこの破
損を防止するためには水域汚濁防止膜を撤収する必要が
あった。
In the conventional water pollution prevention membrane shown in Fig. 1,
Because the float 1 exists on the water surface, it is susceptible to the effects of waves, wind, currents, etc. On the other hand, the lower 0 point is fixed in a relatively fixed position by the anchor, so the float 1 and the anti-pollution membrane 2
There is a problem in that damage often occurs at the point of contact A or point C along the way of the water pollution prevention membrane, and in order to prevent this damage during stormy weather, it is necessary to withdraw the water pollution prevention membrane.

更に、水域汚濁防止膜を布設する場合もフロート1が波
、虱、潮流等の影響を受けやすく、又、固定用のアンカ
ーワイヤーを潜水夫によって張設しなければならず布設
する場合の気象条件が極めて限定されていた。
Furthermore, even when installing a water pollution prevention membrane, the float 1 is susceptible to the effects of waves, lice, currents, etc., and the anchor wire for fixation must be stretched by a diver, depending on the weather conditions when installing it. was extremely limited.

又、20m以上の大深度の場合には潜水夫による固定用
アンカーワイヤーの張設が困難なだめ布設できないとい
う欠点があった。
Furthermore, in the case of a deep depth of 20 m or more, there is a drawback that it is difficult for a diver to set up the fixing anchor wire.

本発明者等は従来の水域汚濁防止膜の欠点がフロートと
固定用アンカーワイヤーの存在に起因していることに着
目し、これらを取除いて水域汚濁防止膜を構成し、これ
によって従来技術の欠点を克服すべく鋭意研究を進めた
結果本発明を完成したものであり、即ち本発明は、空気
の注入により浮上させることができる底置アンカーとと
の底置アンカーに取付けられたそれ自身で浮力を有する
汚濁防止膜とを具備したことを特徴とする底置自立式の
水域汚濁防止膜である。
The present inventors focused on the fact that the drawbacks of conventional water pollution prevention membranes are due to the presence of floats and fixing anchor wires, and constructed water pollution prevention membranes by removing these. The present invention was completed as a result of intensive research in order to overcome the drawbacks, namely, the present invention consists of a bottom anchor that can be made to float by injecting air; This is a bottom-standing self-supporting water pollution prevention membrane characterized by comprising a buoyant pollution prevention membrane.

つまり、水域汚濁防止膜全体を底置式アンカーにより水
底に固定し、汚濁防止膜自体に浮力を与え、これにより
上方へ膜体を張設して、水面上に浮ぶフロートを不要な
らしめ、更に底置アンカーを空気の注入により浮上可能
とすることにより水域汚濁防止膜全体を浮沈可能にして
布設、撤収、曳航の便を図ったものである。
In other words, the entire water pollution prevention membrane is fixed to the bottom of the water using a bottom-mounted anchor, giving buoyancy to the pollution prevention membrane itself, which allows the membrane to be stretched upward, eliminating the need for a float floating on the water surface, and furthermore, By making the anchor floating by injecting air, the entire water pollution prevention membrane can float and sink, facilitating installation, removal, and towing.

以下、図面に示した実施例に従い本発明をより詳細に説
明する。
Hereinafter, the present invention will be explained in more detail according to embodiments shown in the drawings.

第2図、第3図、及び第4図はいづれも本発明の水域汚
濁防止膜を海底に布設した状態を示す模式的な断面図で
ある。
2, 3, and 4 are schematic cross-sectional views showing the state in which the water pollution prevention membrane of the present invention is installed on the seabed.

第2図及び第3図に示した実施例においては、水域汚濁
防止膜は底置アンカー10とこQ底置アンカー10に取
付けれたそれ自身で浮力を有する汚濁防止膜11とより
なり、底置アンカー10は中空の管状部材により構成さ
れ、内部12は海水で満たされて海底13に自重で沈ん
でいる。
In the embodiment shown in FIGS. 2 and 3, the water pollution prevention membrane is composed of a bottom anchor 10 and a pollution prevention membrane 11 which has its own buoyancy and is attached to the Q bottom anchor 10. The anchor 10 is constituted by a hollow tubular member, and the interior 12 is filled with seawater and sinks under its own weight on the seabed 13.

それ自身で浮力を有する汚濁防止膜11は第6図或いは
第9図に示したように部分的に気室14を有するキャン
パス地15により構成されており汚濁防止の必要性に応
じて海底13から水面まで或いは、海底13から所定の
水深まで延びている。
The pollution prevention membrane 11, which has buoyancy by itself, is partially constituted by a canvas area 15 having an air chamber 14 as shown in FIG. It extends to the water surface or from the seabed 13 to a predetermined depth.

気室14はキャンパスよりなる膜体15へ上方へ張設す
るのに充分な浮力を与え且つ、底置アンカー10の自重
を越えない範囲で設定されている。
The air chamber 14 is set within a range that provides sufficient buoyancy to stretch the membrane body 15 made of canvas upward and does not exceed the weight of the bottom anchor 10.

第4図に示したものは別の実施例であってこの場合底置
アンカーは重錘体16と空気注入用浮力体17とに分離
されており、又底置アンカーの重錘体16と汚濁防止膜
11とはヒンジ結合18により揺動可能に取付けられて
いる。
The one shown in FIG. 4 is another embodiment in which the bottom anchor is separated into a weight body 16 and an air injection buoyant body 17, and the weight body 16 of the bottom anchor and the pollution The preventive film 11 is swingably attached to the preventive film 11 by a hinge connection 18.

これにより第5図に示すように潮流等の影響を軟構造に
よりかわすことができ、取付部、或いは、膜体の破損を
防止することができる。
As a result, as shown in FIG. 5, the influence of tidal currents and the like can be avoided by the soft structure, and damage to the mounting portion or the membrane body can be prevented.

第6図、第7図、及び第8図に示した実施例は第4図に
示しだものと同様底置アンカーが重錘体16と空気注入
用浮力体17とに分離されているものであるが、底置ア
ンカーと汚濁防止膜11とがクリップ19により分離可
能に取付けられている。
The embodiments shown in FIGS. 6, 7, and 8 are similar to the embodiment shown in FIG. 4, in which the bottom anchor is separated into a weight body 16 and an air injection buoyancy body 17. However, the bottom anchor and the pollution prevention membrane 11 are separably attached by a clip 19.

従って水域汚濁防止膜を使用後保管する場合膜体はロー
ル状に巻き、底置アンカーは所定長さの棒状体として別
にして保管することができ余分な格納面積を必要としな
い利点がある。
Therefore, when storing the water pollution prevention membrane after use, the membrane body can be rolled up and the bottom anchor can be stored separately as a rod-shaped body of a predetermined length, which has the advantage of not requiring extra storage area.

次に、本発明の水域汚濁防止膜の布設、撤収、曳航の方
法について説明する。
Next, methods for installing, removing, and towing the water pollution prevention membrane of the present invention will be explained.

まず、本発明の水域汚濁防止膜を布設する場合は、第1
3図に示した様に、例えば直径71cIrLの排砂管を
100mの長さに接続し両端に排出弁20を設けて構成
した中空管よりなる底置アンカー10にニアコンプレッ
サーにより空気を注入して浮上させ、それ自身で浮力を
有する汚濁防止膜11と共に所定の水域まで海上を曳航
する。
First, when installing the water pollution prevention membrane of the present invention, the first
As shown in Fig. 3, air is injected by a near compressor into the bottom anchor 10, which is a hollow pipe constructed by connecting a sand discharge pipe with a diameter of 71 cIrL to a length of 100 m and providing discharge valves 20 at both ends. The membrane is floated and towed along with the anti-pollution membrane 11, which has its own buoyancy, to a predetermined water area.

布設水域に到達したら、排出弁20を開いて海中へ投入
する。
When the cable reaches the installation water area, the discharge valve 20 is opened and the cable is thrown into the sea.

これにより中空管内部に海水が入り、底置アンカー10
は第11図に示しだように除々に海底に沈み。
As a result, seawater enters the inside of the hollow tube, and the bottom anchor 10
gradually sank to the ocean floor, as shown in Figure 11.

最終的に海底13に達し、これにより布設を完了する。Finally, it reaches the seabed 13, thereby completing the installation.

底置アンカー10が海底に到達した状態において、汚濁
防止膜11はそれ自身の浮力によって上方へ完全に伸び
第2〜4図に示した状態になりその機能を果すことがで
きる。
When the bottom anchor 10 reaches the seabed, the anti-pollution membrane 11 is fully extended upward by its own buoyancy and becomes the state shown in FIGS. 2 to 4, so that it can perform its function.

そしてその使用状態を例示すれば第14図のとうりであ
る。
An example of the usage state is shown in FIG. 14.

この第14図に示した使用例においては浚渫作業ケ所2
3を囲むように、別の汚濁防止膜22を水面付近に海面
上から垂設し、これによって浚渫作業中の水面付近の汚
濁水の拡散を防止しこれ以外の海底付近にそって流失し
ようとする汚濁水を本発明に係る水域汚濁防止膜11で
防止するものである。
In the usage example shown in Fig. 14, the dredging work area 2
3, another pollution prevention membrane 22 is vertically installed near the water surface from above the sea surface, and this prevents the spread of polluted water near the water surface during dredging work, and prevents it from being washed away along other areas near the sea bed. The water pollution prevention membrane 11 according to the present invention prevents polluted water from occurring.

本発明の水域汚濁防止膜を使用後撤収するためには、第
12図に示したように端部に取付けられた吊りワイヤー
21を巻き上げて端部を海上に引き上げ、排出弁20か
ら海水が浸入しないように排出弁を閉じ、コンプレッサ
ーにより中空管よりなる底置アンカーに空気を注入して
底置アンカーを浮上させる。
In order to remove the water pollution prevention membrane of the present invention after use, the hanging wire 21 attached to the end is wound up and the end is pulled up to the sea as shown in FIG. The discharge valve is closed to prevent it from leaking, and a compressor is used to inject air into the bottom anchor, which is made of a hollow tube, to float the bottom anchor.

この時汚濁防止膜11はそれ自身浮力を有すので底置ア
ンカーの浮上と共に一緒に浮上する。
At this time, since the pollution prevention membrane 11 itself has buoyancy, it floats together with the bottom anchor floating.

浮上した水域汚濁防止膜は、必要に応じて次の布設水域
へ曳航したり、船上に引き上げだりすれば良い。
The surfaced water pollution prevention membrane may be towed to the next installation water area or lifted onto a ship as necessary.

以上、実施例を挙げて説明したように本発明の水域汚濁
防止膜は、その布設、撤収が船上からの作業で行うこと
ができ、又水面上に浮遊するフロートを有していないの
で荒天時に布設、撤収の作業が可能であるという効果を
有するほか、従来のものにおけるフロートと膜との接合
点における破損等の現象)がい等すぐれた効果を有して
いる。
As explained above with reference to examples, the water pollution prevention membrane of the present invention can be installed and removed by work from a ship, and since it does not have a float floating on the water surface, it can be used even in stormy weather. In addition to being effective in making installation and removal work possible, it also has an excellent effect in eliminating problems such as damage at the junction between the float and membrane in conventional systems.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の水域汚濁防止膜を布設した状態を示す模
式的断面図、第2図、第3図、第4図、第5図、第8図
は本発明の水域汚濁防止膜を布設した状態を示す模式的
断面図、第6図は第8図に示したものの正面図、第7図
は同平面図、第9図は別の実施例を示す正面図、第10
図は同側面図第11図は沈設方法を示す模式図、第12
図は浮上方法を示す模式図、第13図は曳航の状態を示
す模式図、第14図は使用状態を示す模式図工な符号の
説明、10・・・底置アンカー、11・・・汚濁防止膜
、14・・・気室、16・・・重錘体、19・・・クリ
ップ、21・・・吊りワイヤー。
Figure 1 is a schematic cross-sectional view showing the state in which a conventional water pollution prevention membrane has been installed, and Figures 2, 3, 4, 5, and 8 show the installation of a water body pollution prevention membrane of the present invention. FIG. 6 is a front view of the same as shown in FIG. 8, FIG. 7 is a plan view of the same, FIG. 9 is a front view of another embodiment, and FIG.
The figures are the same side view Figure 11 is a schematic diagram showing the sinking method, Figure 12
The figure is a schematic diagram showing the levitation method, Fig. 13 is a schematic diagram showing the towing state, Fig. 14 is a schematic diagram showing the usage state, and explanation of symbols, 10...bottom anchor, 11...pollution prevention Membrane, 14... Air chamber, 16... Weight body, 19... Clip, 21... Hanging wire.

Claims (1)

【特許請求の範囲】 1 空気の注入により浮上させることができる底置アン
カーととの底置アンカーに取付けられたそれ自身で浮力
を有する汚濁防止膜とを具備してなる底置木立式の水域
汚濁防止膜。 2 底置アンカーと汚濁防止膜とが揺動可能に取付けら
れていることを特徴とする特許請求の範囲第1項記載の
水域汚濁防止膜。 3 底置アンカーと汚濁防止膜とが分離可能に取付けら
れていることを特徴とする特許請求の範囲第1項又は第
2項記載の水域汚濁防止膜。 4 底置アンカーが中空の管状部材より構成されており
、この中空の管状部材内に空気を注入して浮上させるよ
うにしたことを特徴とする特許請求の範囲第1,2又は
3項記載の水域汚濁防止膜。 5 底置アンカーが重錘体と空気注入用浮力体とに分離
されていることを特徴とする特許請求の範囲第1,2又
は3項記載の水域汚濁防止膜。 6 汚濁防止膜が気室な有するシートより作製されてい
ることを特徴とする特許請求の範囲第1゜2.3.4又
は第5項記載の水域汚濁防止膜。
[Scope of Claims] 1. A bottom-mounted tree stand type comprising a bottom-mounted anchor that can be floated by injecting air, and a pollution prevention membrane that is attached to the bottom-mounted anchor and has its own buoyancy. Water pollution prevention membrane. 2. The water pollution prevention membrane according to claim 1, wherein the bottom anchor and the pollution prevention membrane are swingably attached. 3. The water pollution prevention membrane according to claim 1 or 2, wherein the bottom anchor and the pollution prevention membrane are separably attached. 4. The anchor according to claim 1, 2 or 3, wherein the bottom anchor is made of a hollow tubular member, and is made to float by injecting air into the hollow tubular member. Water pollution prevention membrane. 5. The water pollution prevention membrane according to claim 1, 2 or 3, wherein the bottom anchor is separated into a weight body and an air injection buoyancy body. 6. The water pollution prevention membrane according to claim 12.3.4 or claim 5, characterized in that the pollution prevention membrane is made of a sheet having air chambers.
JP977681A 1981-01-26 1981-01-26 Water pollution prevention membrane Expired JPS5922848B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP977681A JPS5922848B2 (en) 1981-01-26 1981-01-26 Water pollution prevention membrane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP977681A JPS5922848B2 (en) 1981-01-26 1981-01-26 Water pollution prevention membrane

Publications (2)

Publication Number Publication Date
JPS57123317A JPS57123317A (en) 1982-07-31
JPS5922848B2 true JPS5922848B2 (en) 1984-05-29

Family

ID=11729641

Family Applications (1)

Application Number Title Priority Date Filing Date
JP977681A Expired JPS5922848B2 (en) 1981-01-26 1981-01-26 Water pollution prevention membrane

Country Status (1)

Country Link
JP (1) JPS5922848B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6860219B1 (en) 2003-03-17 2005-03-01 Harry Edward Dempster Technique and platform for fabricating a variable-buoyancy structure
US6935808B1 (en) 2003-03-17 2005-08-30 Harry Edward Dempster Breakwater

Also Published As

Publication number Publication date
JPS57123317A (en) 1982-07-31

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