JPH0311324B2 - - Google Patents

Info

Publication number
JPH0311324B2
JPH0311324B2 JP58154087A JP15408783A JPH0311324B2 JP H0311324 B2 JPH0311324 B2 JP H0311324B2 JP 58154087 A JP58154087 A JP 58154087A JP 15408783 A JP15408783 A JP 15408783A JP H0311324 B2 JPH0311324 B2 JP H0311324B2
Authority
JP
Japan
Prior art keywords
floating
buoyancy chamber
buoy
fence
variable buoyancy
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
JP58154087A
Other languages
Japanese (ja)
Other versions
JPS6047788A (en
Inventor
Koji Sugano
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.)
SUZUEI KK
Original Assignee
SUZUEI KK
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 SUZUEI KK filed Critical SUZUEI KK
Priority to JP58154087A priority Critical patent/JPS6047788A/en
Publication of JPS6047788A publication Critical patent/JPS6047788A/en
Publication of JPH0311324B2 publication Critical patent/JPH0311324B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • 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

Landscapes

  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)

Description

【発明の詳細な説明】 a 産業上の利用分野 本発明は、浮沈式ブイに関し、特に展張される
浮上式フエンスの少なくともコーナ部に設置する
浮沈式ブイに関する。
DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention relates to a floating buoy, and more particularly to a floating buoy that is installed at least at a corner of a floating fence that is extended.

b 従来の技術 浮上式フエンスは、オイルフエンスあるいは汚
濁水拡散防止フエンスとして海、湖等で盛んに利
用されている。
b. Prior Art Floating fences are widely used in the sea, lakes, etc. as oil fences or fences for preventing the diffusion of contaminated water.

ここで第5図は、その一例を示したものであ
り、埋立工事現場101において発生する土砂あ
るいは遊泥等の拡散を防止するため、その沿岸に
設置された浮上式の汚濁水拡散防子フエンス10
2である。該フエンス102は、適当間隔で設置
されたフローター103により、常時水面上に浮
上した構造となつており、該フエンス102を所
定の位置に安定した状態で維持するため、海底に
設けられたアンカー104にアンカーチエン10
5によつて固定されている。
Here, FIG. 5 shows an example of this, in which a floating polluted water diffusion barrier fence is installed on the coast to prevent the dispersion of sediment or mud generated at the reclamation construction site 101. 10
It is 2. The fence 102 has a structure in which it floats on the water surface at all times with floaters 103 installed at appropriate intervals.In order to maintain the fence 102 in a stable state at a predetermined position, anchors 104 are installed on the seabed. Anchor chain 10
It is fixed by 5.

しかしながら、かかる浮上式フエンス102
は、長時間使用していると、そのコーナー部Aに
木材等の漂流物が集積し、該漂流物がフエンスの
フローター103等を傷つけ、その寿命を短命な
ものとする場合が存在する。
However, such a floating fence 102
When the floater is used for a long period of time, drifting materials such as wood may accumulate in the corner portion A, and the drifting materials may damage the floater 103 of the float, shortening its lifespan.

本発明は、上記展張された浮上式フエンスが有
する課題に鑑みなされたものであつて、その目的
は、浮上式フエンスの一部を海中に引きずり込
み、せき止め作用の一部開放することにより、漂
流物を通過させ得る堅牢な浮沈式ブイを提供する
ことにある c 課題を解決しようとするための手段 本発明は、上述した課題を解決するため、その
要旨は、展張される浮上式フエンスの少なくとも
コーナー部に設置する浮沈式ブイであつて、該浮
沈式ブイは上方に堅牢な不変浮力室を、下方に該
不変浮力室より大型の堅牢な可変浮力室を各各有
し、前記可変浮力室の上面には、該可変浮力室内
の空気等の気体を給排気するためのパイプが上記
上方に連接された不変浮力室を貫通して接続さ
れ、かつ可変浮力室の下面には、該可変浮力室内
に海水等の液体を流出入させるためのパイプが接
続され、更に該浮沈式ブイの側面には、上記浮上
式フエンスの接続部が設けられていることにあ
る。
The present invention has been made in view of the above-mentioned problems associated with the extended floating fence, and its purpose is to drag a part of the floating fence into the sea and release part of the damming action, thereby removing floating debris. The purpose of the present invention is to provide a robust floating buoy capable of passing through at least one corner of a floating fence to be extended. The floating buoy is a floating type buoy installed in a section, and the floating type buoy has a robust constant buoyancy chamber in the upper part and a robust variable buoyancy chamber in the lower part which is larger than the constant buoyancy chamber. A pipe for supplying and exhausting gas such as air in the variable buoyancy chamber is connected to the upper surface of the variable buoyancy chamber by penetrating the constant buoyancy chamber connected above. A pipe for flowing in and out of liquid such as seawater is connected to the buoy, and a connecting portion for the floating fence is provided on the side surface of the floating buoy.

d 実施例 以下、本発明の一実施例を添付図面に従つて詳
細に説明する。
d Embodiment Hereinafter, one embodiment of the present invention will be described in detail with reference to the accompanying drawings.

ここで、第1図は、本発明にかかる浮上式フエ
ンスを埋立工事現場の沿岸に設置した状態を示す
平面図である。図注1は、浮上式の汚濁水拡散防
止フエンスであつて、該フエンス1は、適当間隔
で設置されたフローター2の存在により、常時水
面に浮上した状態に維持される。3はフエンス1
を海岸の所定の位置に安定した状態で展張するた
め、海底に沈められたアンカー4のフエンス1と
を連結するアンカーチエンである。5は展張され
たフエンス1のコーナ部に設置された浮沈式ブイ
であつて、該浮沈式ブイ5は、第3図及び第4図
に示す如く、上方に鋼鉄あるいは維持強化プラス
チツク等で形成された堅牢な不変浮力室を有し、
その下方に該不変浮力室6より大型の同じく堅牢
な可変浮力室7が連設されている。前記可変浮力
室7の上面には、該可変浮力室7内の空気を給排
気するための給排気パイプ8が第3図に示す如く
上記不変浮力室6を貫通して突設され、下面に
は、該可変浮力室7内に海水を導入あるいは排出
させるための海水流出入パイプ9が突設されてい
る。上記給排気パイプ8はホース10を介して給
気バルブ11及び排気バルブ12に連結されてお
り、海水流出入パイプ9には先端が開放されたホ
ース13連結されている。また、該浮沈式ブイ5
の側壁には、上記浮上式フエンス1との接合部1
4が設置されており、該接合部14は欠円管状を
なし、浮上式フエンス1の短部に設けられたピン
15を該欠用管状の接合部14に挿入することに
より接続する。16は浮沈式ブイ5を所定の位置
に安定した状態で維持するため、海底に沈められ
たアンカー17と該浮沈式ブイ5とを連結するア
ンカーチエンである。
Here, FIG. 1 is a plan view showing a floating fence according to the present invention installed on the coast of a reclamation construction site. Figure Note 1 is a floating type polluted water diffusion prevention fence, and the fence 1 is always maintained floating on the water surface due to the presence of floaters 2 installed at appropriate intervals. 3 is fence 1
This is an anchor chain that connects the fence 1 of the anchor 4 sunk to the seabed in order to stably extend it to a predetermined position on the coast. Reference numeral 5 denotes a floating buoy installed at the corner of the expanded fence 1, and as shown in FIGS. It has a robust constant buoyancy chamber,
A variable buoyancy chamber 7, which is larger than the constant buoyancy chamber 6 and is also robust, is connected below the constant buoyancy chamber 6. On the upper surface of the variable buoyancy chamber 7, a supply/exhaust pipe 8 for supplying and exhausting the air in the variable buoyancy chamber 7 is provided to protrude through the constant buoyancy chamber 6, as shown in FIG. A seawater inflow/outflow pipe 9 is protrudingly provided for introducing or discharging seawater into the variable buoyancy chamber 7. The supply/exhaust pipe 8 is connected to an air supply valve 11 and an exhaust valve 12 via a hose 10, and a hose 13 having an open end is connected to the seawater inflow/outflow pipe 9. In addition, the floating buoy 5
On the side wall of, there is a joint part 1 with the above-mentioned floating fence 1.
4 is installed, and the joint 14 has a hollow tubular shape, and the pin 15 provided on the short part of the floating fence 1 is inserted into the hollow tubular joint 14 to connect. Reference numeral 16 designates an anchor chain that connects the floating buoy 5 with an anchor 17 sunk on the seabed in order to maintain the floating buoy 5 in a predetermined position in a stable state.

本発明にかかる浮沈式ブイ5は、上述の如く、
海岸等に展張された浮上式フエンス1の漂流物が
集積しやすい少なくともコーナ部に設置し、該漂
流物が通過し得るように、浮上式フエンス1のせ
き止め作用の一部を開放するために使用する。
As mentioned above, the floating type buoy 5 according to the present invention has the following features:
It is installed at least at the corner of the floating fence 1 extended on the coast, etc., where floating debris tends to accumulate, and is used to release a part of the damming action of the floating fence 1 so that the floating debris can pass through. do.

その操作は、可変浮力室7に接続された排気バ
ルブ12を開放し、該可変浮力室7内の空気をパ
イプ8、ホース10、排気バブル12を経て大気
中に放出する。これと同時に下面に接続された海
水流出入用のパイプ9からは、可変浮力室7内に
海水が流入し、浮沈式ブイ5は徐々にその浮力を
失い沈下を始める。この場合、該浮沈式ブイ5に
はその上方に不変浮力室6が設置されているた
め、該ブイ5は垂直状態を維持したまま安定した
状態で沈下し、かつ、可変浮力室7内の空気が海
水に完全に置換した場合においても、該浮沈式ブ
イ5には一定の浮力が働き、第2図に示す如く海
中の所定の位置に停止することができる。そのた
め海底に衝突することによる浮沈式ブイ5、ある
いは浮上式フエンス1の破損を防止することがで
き、また浮沈式ブイ5の下面に突出した海水流出
入用のパイプの下端は海底に埋没してしまうこと
がなく、常に開放した状態に維持される。
In this operation, the exhaust valve 12 connected to the variable buoyancy chamber 7 is opened, and the air inside the variable buoyancy chamber 7 is discharged into the atmosphere through the pipe 8, the hose 10, and the exhaust bubble 12. At the same time, seawater flows into the variable buoyancy chamber 7 from the seawater inflow and outflow pipe 9 connected to the lower surface, and the floating buoy 5 gradually loses its buoyancy and begins to sink. In this case, since the floating buoy 5 has a constant buoyancy chamber 6 installed above it, the buoy 5 sinks in a stable state while maintaining its vertical state, and the air inside the variable buoyancy chamber 7 Even when the buoy is completely replaced with seawater, a certain buoyancy acts on the floating buoy 5, allowing it to stop at a predetermined position in the sea as shown in FIG. Therefore, damage to the floating buoy 5 or floating fence 1 due to collision with the seabed can be prevented, and the lower end of the seawater inflow and outflow pipe protruding from the bottom of the floating buoy 5 is buried in the seabed. It is never stored away and is always kept open.

逆に、該浮沈式ブイ5を浮上させる場合には、
可変浮力室7に連通する給気バルブ11を操作
し、圧縮空気供給源(図示せず)からの空気を可
変浮力室7内に導入し、該可変浮力室7内の海水
を海水流出入パイプ9より排水させることにより
浮上させる。浮上後は海水流出入パイプ9から空
気が排出されることを確認して給気バルブ11を
閉じる。
Conversely, when floating the floating buoy 5,
The air supply valve 11 communicating with the variable buoyancy chamber 7 is operated to introduce air from a compressed air supply source (not shown) into the variable buoyancy chamber 7, and the seawater in the variable buoyancy chamber 7 is transferred to the seawater inlet/outlet pipe. 9 to float the water to the surface. After surfacing, confirm that air is discharged from the seawater inflow/outflow pipe 9, and then close the air supply valve 11.

e 発明の効果 本発明にかかる浮沈式ブイは、上述した如く、
浮上式フエンスの漂流物が集積しやすい少なくと
もコーナ部に設置し、該浮沈式ブイを操作するこ
とにより、漂流物を通過除去させることができる
ため、設備に与える損傷を未然に防止するとが可
能となる。
e Effects of the invention As described above, the floating buoy according to the present invention has the following features:
By installing the floating fence at least in the corners where floating debris tends to accumulate, and operating the floating buoy, the floating debris can be passed through and removed, making it possible to prevent damage to the equipment. Become.

また、該浮沈式ブイは、上方に不変浮力室を下
方に該不変浮力室より大型の可変浮力室を各々設
置したものであるため、沈下持に、該浮沈式ブイ
を、垂直状態に維持したまま安定した状態で沈下
させることができ、また可変浮力室内の気体が液
体に完全に置換した場合においても、一定の浮力
が働くため、該ブイは海中の所定の位置に停止
し、そのた浮沈式ブイあるいは浮上式フエンスが
海底に衝突することがなく、その損傷を防止する
ことができる。また浮沈式ブイの下面に突出した
海水等の流出入用パイプが海底に埋没してしまう
ことがなく、常に開放した状態に維持されるた
め、可変浮力室への海水等の流出入をスムーズに
行なうことができる。
In addition, since the floating buoy has a constant buoyancy chamber above and a variable buoyancy chamber larger than the constant buoyancy chamber below, the floating buoy is maintained vertically. Even when the gas in the variable buoyancy chamber is completely replaced by liquid, a certain buoyancy force acts, so the buoy will stop at a predetermined position in the sea and will continue to float and sink. The type buoy or floating fence will not collide with the seabed, and damage to it can be prevented. In addition, the pipes for the inflow and outflow of seawater etc. that protrude from the underside of the floating buoy will not be buried in the seabed and will always be kept open, allowing smooth inflow and outflow of seawater etc. to the variable buoyancy chamber. can be done.

さらに、本願発明においては、上記可変浮力室
内の気体を給排気するためのパイプを、該可変浮
力室の上方に連設された堅牢な不変浮力室を貫通
した状態で該可変浮力室の上面に接続したため、
堅牢な不変浮力室がパイプの接続部を保護する作
用を果し、該浮沈式ブイが海面上に浮遊している
場合においても、漂流物あるいは波浪による衝撃
がパイプの接続部に直接作用することがなく、長
期の使用に耐え得る浮沈式ブイを提供することが
できる。
Furthermore, in the present invention, a pipe for supplying and exhausting gas in the variable buoyancy chamber is connected to the upper surface of the variable buoyancy chamber while passing through a robust constant buoyancy chamber connected above the variable buoyancy chamber. Because it is connected,
The robust unchanging buoyancy chamber protects the pipe connections, and even when the floating buoy is floating on the sea surface, impacts from floating objects or waves will not directly act on the pipe connections. It is possible to provide a floating type buoy that can withstand long-term use.

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

第1図〜第4図は本発明の実施例を示したもの
であつて、第1図は本発明にかかる浮沈式ブイを
展張した浮上式フエンスのコーナ部に設置した状
態を示す平面図、第2図は浮沈式ブイを沈下させ
た状態を示す側面図である。第3図及び第4図は
各々浮沈式ブイの断面図及び平面図である。第5
図は従来の浮上式フエンスの展張状態を示す平面
図である。 1……浮上式フエンス、2……フローター、
3,16……アンカーチエン、4、17……アン
カー、5……浮沈式ブイ、6……不変浮力室、7
……可変浮力室、8……給排気パイプ、9……流
出入パイプ、10,13……ホース、11……給
気バルブ、12……排気バルプ、14……接合
部、15……ピン。
1 to 4 show embodiments of the present invention, and FIG. 1 is a plan view showing a floating type buoy according to the present invention installed at a corner of an expanded floating type fence; FIG. 2 is a side view showing the floating buoy in a lowered state. FIG. 3 and FIG. 4 are a sectional view and a plan view of the floating type buoy, respectively. Fifth
The figure is a plan view showing a conventional floating fence in an expanded state. 1...Floating fence, 2...Floater,
3, 16...Anchor chain, 4, 17...Anchor, 5...Floating and sinking buoy, 6...Unchangeable buoyancy chamber, 7
... Variable buoyancy chamber, 8 ... Supply and exhaust pipe, 9 ... Inflow and outflow pipe, 10, 13 ... Hose, 11 ... Air supply valve, 12 ... Exhaust valve, 14 ... Joint, 15 ... Pin .

Claims (1)

【特許請求の範囲】[Claims] 1 展張される浮上式フエンスの少なくともコー
ナー部に設置する浮沈式ブイであつて、該浮沈式
ブイは上方に堅牢な不変浮力室を、下方に該不変
浮力室より大型の堅牢な可変浮力室を各々有し、
前記可変浮力室の上面には、該可変浮力室内の空
気等の気体を給排気するためのパイプが上記上方
に連接された不変浮力室を貫通して接続され、か
つ可変浮力室の下面には、該可変浮力室内に海水
等の液体を流出入させるためのパイプが接続さ
れ、更に該浮沈式ブイの側面には、上記浮上式フ
エンスの接続部が設けられていることを特徴とす
る浮沈式ブイ。
1. A floating buoy installed at least at a corner of a floating fence to be expanded, which has a robust constant buoyancy chamber above and a robust variable buoyancy chamber larger than the constant buoyancy chamber below. Each has
A pipe for supplying and exhausting gas such as air in the variable buoyancy chamber is connected to the upper surface of the variable buoyancy chamber, passing through the constant buoyancy chamber connected above, and connected to the lower surface of the variable buoyancy chamber. A floating type buoy, characterized in that a pipe is connected to the variable buoyancy chamber to allow liquid such as seawater to flow in and out, and a connection part for the floating type fence is provided on a side surface of the floating type buoy. buoy.
JP58154087A 1983-08-25 1983-08-25 Floating buoy Granted JPS6047788A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58154087A JPS6047788A (en) 1983-08-25 1983-08-25 Floating buoy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58154087A JPS6047788A (en) 1983-08-25 1983-08-25 Floating buoy

Publications (2)

Publication Number Publication Date
JPS6047788A JPS6047788A (en) 1985-03-15
JPH0311324B2 true JPH0311324B2 (en) 1991-02-15

Family

ID=15576607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58154087A Granted JPS6047788A (en) 1983-08-25 1983-08-25 Floating buoy

Country Status (1)

Country Link
JP (1) JPS6047788A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165325U (en) * 1987-02-07 1988-10-27
JPH039994U (en) * 1989-06-19 1991-01-30
JP4637194B2 (en) * 2008-02-25 2011-02-23 海和テック株式会社 Aiba

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4429971Y1 (en) * 1964-11-30 1969-12-10
JPS4944371A (en) * 1972-09-04 1974-04-26
JPS51133936A (en) * 1975-05-14 1976-11-20 Sumitomo Electric Industries Cylindrical oil fence

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5198434U (en) * 1975-02-06 1976-08-06
JPS5235839U (en) * 1975-09-05 1977-03-14

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4429971Y1 (en) * 1964-11-30 1969-12-10
JPS4944371A (en) * 1972-09-04 1974-04-26
JPS51133936A (en) * 1975-05-14 1976-11-20 Sumitomo Electric Industries Cylindrical oil fence

Also Published As

Publication number Publication date
JPS6047788A (en) 1985-03-15

Similar Documents

Publication Publication Date Title
US3879951A (en) Underwater drilling pollution control curtain
US2622404A (en) Offshore drilling apparatus and method of installing the same
US20050025573A1 (en) Liquid control structure
US3431879A (en) Method and apparatus for offshore anchoring
US20080206077A1 (en) Wave Pump Device
WO1982001387A1 (en) Equipment for the recovery of oil flowing out of sub-water ground
JP2010001615A (en) Installation method for water cut-off box and water cut-off box
JP4636985B2 (en) Pollution prevention device
US3289419A (en) Sea raft
BR112021004748A2 (en) device for the underwater removal of silt and/or sand from the bottom of a swampy area, and use of the same
JPH0311324B2 (en)
WO2000058598A1 (en) System with a guide frame for petroleum production risers; a guide frame for risers; riser buoyancy elements and a semi-submersible production platform
US4296706A (en) Anchor
US665826A (en) Drainage apparatus.
GB1367881A (en) Hydraulic engineering installations
JP4153913B2 (en) Facility for recovering contaminated fluid contained within at least one horizontal section of a sunken ship tank
JP5684742B2 (en) Self-sinking device for floating body protection
KR20110116814A (en) Underwater beam of lifting fuction using river water
KR102067255B1 (en) Buoyancey anchor block for maritime work
JP4024048B2 (en) Water bottom improvement method using cover member
JPH06219372A (en) Mooring method for floatable and sinkable floating body
KR100620609B1 (en) Lifting apparatus of the deep water
JPS60212512A (en) Ocean structure for producing sea bottom resources
JPH06264432A (en) Ground solidification device of sea bottom
JPS5810747Y2 (en) flotation device