JPS5947093B2 - Floating ice prevention device - Google Patents

Floating ice prevention device

Info

Publication number
JPS5947093B2
JPS5947093B2 JP6607281A JP6607281A JPS5947093B2 JP S5947093 B2 JPS5947093 B2 JP S5947093B2 JP 6607281 A JP6607281 A JP 6607281A JP 6607281 A JP6607281 A JP 6607281A JP S5947093 B2 JPS5947093 B2 JP S5947093B2
Authority
JP
Japan
Prior art keywords
buoyant body
ice
floating
drift ice
marine structure
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
JP6607281A
Other languages
Japanese (ja)
Other versions
JPS57180712A (en
Inventor
信良 八島
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP6607281A priority Critical patent/JPS5947093B2/en
Publication of JPS57180712A publication Critical patent/JPS57180712A/en
Publication of JPS5947093B2 publication Critical patent/JPS5947093B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0017Means for protecting offshore constructions
    • E02B17/0021Means for protecting offshore constructions against ice-loads

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 本発明は、従来の非耐水型海洋構造物の外周に配設する
浮遊式流氷防止装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating ice prevention device disposed around the outer periphery of a conventional non-waterproof marine structure.

従来の浮遊式石油掘削装置等の非耐水型海洋構造物を氷
海域で使用しようとした場合、流水による力がその海洋
構造物の係留能力を越えたり、その海洋構造物が水圧力
で破壊される危険性がある。
When attempting to use a non-waterproof offshore structure, such as a conventional floating oil rig, in icy waters, the force of flowing water may exceed the mooring capacity of the offshore structure, or the offshore structure may be destroyed by water pressure. There is a risk of

また、その海洋構造物が石油掘削装置の場合には、石油
掘削装置の係留装置が流氷力に耐えても、石油掘削装置
が大きく移動し、掘削作業ができなくなるという問題が
ある。
In addition, when the offshore structure is an oil drilling rig, there is a problem in that even if the mooring device of the oil rig can withstand the force of drift ice, the oil rig will move significantly and drilling operations will not be possible.

一方、従来の海洋構造物の構造及び形状は、流氷力を減
少させるような形状になっておらず、流氷が圧壊または
破壊を起すので流氷力の影響が犬きくなり、それら海洋
構造物を流氷から守る必要がある。
On the other hand, the structure and shape of conventional marine structures are not shaped to reduce the force of drift ice, and the influence of the force of drift ice becomes severe as the drift ice causes crushing or destruction. It is necessary to protect from

そこで本発明は、前記従来の問題点を解消するためにな
されたものであり、半潜水式の海上石油掘削装置等従来
の非耐水型海洋構造物を氷海域で使用した際でも流氷か
ら守ることができる浮遊式流氷防止装置を提供すること
を目的とするものである。
Therefore, the present invention was made to solve the above-mentioned conventional problems, and is to protect conventional non-waterproof marine structures such as semi-submersible offshore oil drilling rigs from drift ice even when used in icy areas. The purpose of the present invention is to provide a floating ice prevention device that can prevent floating ice.

即ち本発明の浮遊式流氷防止装置は、水面に浮遊する海
洋構造物の外周に、重力式アンカーに対し引張索によっ
て係留され超過浮力状態で円形状に浮遊する浮力体を配
設し、前記浮力体の外側壁を流氷押し曲げ傾斜面に形成
すると共に前記浮力体を複数個に分割して浮力体に設け
たバラスト装置により部分位置の浮力体のみを水面に対
し沈下および浮上可能に構成したことを特徴としている
That is, the floating ice prevention device of the present invention disposes a buoyant body moored to a gravity anchor by a tension cable around the outer periphery of a marine structure floating on the water surface and floats in a circular shape with excessive buoyancy. The outer wall of the body is formed into an inclined surface by bending the drift ice, and the buoyant body is divided into a plurality of pieces, and a ballast device provided on the buoyant body is configured so that only the buoyant body at a partial position can sink and float on the water surface. It is characterized by

以下図面を参照して本発明の詳細な説明するが、第1図
は例えば浮遊式石油掘削装置のような海洋構造物1の外
周に設けられた耐水型の浮力体2の側断面図であり、第
2図はその平面図、そして第3図は第1図においてサプ
ライ船舶6が海洋構造物1に接近する側の浮力体2を沈
下させた状態を示す側断面図、第4図は浮力体の変形例
を示す側断面図である。
The present invention will be described in detail below with reference to the drawings. FIG. 1 is a side sectional view of a water-resistant buoyant body 2 provided on the outer periphery of an offshore structure 1 such as a floating oil drilling rig. , FIG. 2 is a plan view thereof, FIG. 3 is a side sectional view showing the state in which the buoyant body 2 on the side where the supply vessel 6 approaches the marine structure 1 in FIG. 1 is sunk, and FIG. 4 is a buoyant force. It is a side sectional view showing a modification of the body.

まず、従来型の非耐水型海洋構造物1の外周に、海底に
沈設された重力式アンカー4に対して、複数本の引張索
3により係留され、かつ超過浮力状態で円形状に浮遊す
る耐水型の浮力体2を配設して、海洋構造物1の外周を
円形状に囲繞する浮遊式流氷防止装置を構成している。
First, a conventional non-waterproof marine structure 1 is moored by multiple tension ropes 3 to a gravity anchor 4 sunk on the seabed, and is floating in a circular shape with excessive buoyancy. A floating type buoyant body 2 is disposed to surround the outer periphery of the marine structure 1 in a circular shape to constitute a floating ice prevention device.

この浮力体2の外側壁には、第2図に示すように矢印F
方向に流れる流氷5を下方に押し曲げて割るように傾斜
させた傾斜面2aが形成してあり、この流氷押し曲げ傾
斜面2aにより流氷5の流氷力は小さくなると同時に、
浮力体2自体が円形状に配設しであるため、第2図に示
すように矢印F方向に流れる流氷5が円形状の浮力体2
外周に沿つて風下の左右方向に移動するから、流氷5の
流氷力は−・段と小さくなる。
The outer wall of this buoyant body 2 has an arrow F as shown in FIG.
A sloped surface 2a is formed so as to push and bend the drift ice 5 downward and break it, and the drift ice force of the drift ice 5 is reduced by this slope 2a, which pushes and bends the drift ice 5 downward.
Since the buoyancy body 2 itself is arranged in a circular shape, the drift ice 5 flowing in the direction of arrow F as shown in FIG.
Since the drift ice 5 moves in the leeward left-right direction along the outer circumference, the drift ice force of the drift ice 5 becomes -.

その際、流氷力により浮力体2は風下側に移動しようと
するが、超過浮力状態で浮遊している浮力体2は、さら
に鉛直に張られた複数本の引張索3により回転せずに、
水平方向の復元力を有するため、流氷カ一定のままで、
小さな移動量で停止する。
At that time, the buoyant body 2 tries to move to the leeward side due to the force of the ice, but the buoyant body 2, which is floating in a state of excessive buoyancy, is prevented from rotating by the plurality of tension ropes 3 stretched vertically.
Because it has horizontal restoring force, the drift ice force remains constant,
Stops after a small amount of movement.

従って、流氷5は、海洋構造物1の外周を円形状に囲繞
する浮力体2のみに衝突し、内側の海洋構造物1には直
接衝突しないため、海洋構造物1はほとんど移動しない
Therefore, the drift ice 5 collides only with the buoyant body 2 that circularly surrounds the outer periphery of the marine structure 1, and does not directly collide with the marine structure 1 inside, so the marine structure 1 hardly moves.

また、万一、外側の浮力体2が流氷5により大きく移動
しても、内側の海洋構造物1との間隔を充分に取ってお
けば、流氷力は海洋構造物1に直接には作用しない。
Furthermore, even if the outer buoyant body 2 moves significantly due to the drift ice 5, the ice force will not directly act on the marine structure 1 as long as a sufficient distance is maintained between it and the inner marine structure 1. .

次に、内側の海洋構造物1を資材等の供給のためサプラ
イ船舶6等が接近する場合には、外側の浮力体2をバラ
スト装置であるバラストタンク8を使用して、複数個に
分割された円形状の浮力体2を利用して、部分位置の浮
力体2のみを沈下させる。
Next, when a supply vessel 6 or the like approaches the inner marine structure 1 to supply materials, the outer buoyant body 2 is divided into multiple pieces using a ballast tank 8, which is a ballast device. Using the circular buoyancy body 2, only the buoyancy body 2 at a partial position is made to sink.

この際、沈下させる部分位置の浮力体2は、第2図に示
すように流氷5の流れる方向Fに対し、常に流氷5の風
下側になるように分割しておくことにより、残余の超過
浮力状態で水面に浮遊する風上側の浮力体2によって流
氷5の侵入を防止しながら、サプライ船舶6の通過を可
能にする。
At this time, the buoyant body 2 at the position of the part to be sunk is divided so that it is always on the lee side of the drift ice 5 with respect to the flowing direction F of the drift ice 5, as shown in Fig. 2, so that the remaining excess buoyancy A buoyant body 2 on the windward side floating on the water surface prevents drift ice 5 from entering and allows a supply ship 6 to pass through.

バラストタンク8により沈下させられた浮力体2は第3
図に示すとと(、水中で隣接の浮力体2に固定された複
数本の支持索7により支持される。
The buoyant body 2 sunk by the ballast tank 8 is the third
As shown in the figure, it is supported underwater by a plurality of support ropes 7 fixed to adjacent buoyant bodies 2.

第4図は、浮力体2の変形を示すものであって、側断面
において上半部Aを逆三角形とし、外壁2′はゆるやか
な曲線となるように形成するとともに下半部Bは矩形と
しているところを示している。
FIG. 4 shows the deformation of the buoyant body 2, in which the upper half A is formed into an inverted triangle in side cross section, the outer wall 2' is formed into a gentle curve, and the lower half B is formed into a rectangular shape. It shows where you are.

これを要するに本発明による浮遊式流氷防止装置は、水
面に浮遊する海洋構造物の外周に、重力式アンカーに対
し引張索によって係留され超過浮力状態で円形状に浮遊
する浮力体を配設し、前記浮力体の外側壁を流氷押し曲
げ傾斜面に形成すると共に、前記浮力体を複数個に分割
して浮力体に設けたバラスト装置により部分位置の浮力
体のみを水面に対し沈下および浮上可能に構成したから
、超過浮力状態で円形状に浮遊する浮力の内側に位置す
る海洋構造物には、流氷が直接的に衝突しないため、海
洋構造物を流氷域で使用する時でも海洋構造物自体を耐
水型に構成する必要がないものでありながら、しかも、
超過浮力状態で円形状に配置された浮力体の外側壁には
、流氷押し曲げ傾斜面が形成しであるため、流氷をその
傾斜面で下方に押し曲げて割ると共に、流氷を円形状に
配置した浮力体の周囲に沿って風下の左右方向に移動さ
せることができるので、流氷による浮力体の移動量を最
小限とすることができる。
In short, the floating ice prevention device according to the present invention has a buoyancy body moored to a gravity anchor by a tension cable and floating in a circular shape in an excessively buoyant state around the outer periphery of a marine structure floating on the water surface. The outer wall of the buoyant body is formed into an inclined surface by bending the drift ice, and the buoyant body is divided into a plurality of pieces, and a ballast device provided on the buoyant body allows only the buoyant body at a partial position to sink and float on the water surface. Because of this structure, drift ice does not directly collide with marine structures located inside the buoyancy that floats in a circular shape with excess buoyancy, so even when the marine structure is used in a drift ice area, the marine structure itself cannot be damaged. Although it does not need to be configured to be water resistant,
The outer wall of the buoyancy body, which is arranged in a circular shape under excessive buoyancy, has an inclined surface for pushing and bending the drift ice, so the drift ice is pushed downward by the slope and bent, breaking it and arranging the drift ice in a circular shape. Since the buoyancy body can be moved in the leeward left-right direction along the circumference of the buoyancy body, the amount of movement of the buoyancy body due to drift ice can be minimized.

その上、浮力体は複数個に分割して浮力体に設けたバラ
スト装置により部分位置の浮力体のみを水面に対し沈下
および浮上可能に構成しであるため、部分位置の浮力体
のみを水面よりも沈下させることによって、残余の超過
浮力状態で水面に浮遊している浮力体により流氷の侵入
を防止しながら船舶の通過を可能とすることが併せてで
きる効果を奏する。
In addition, the buoyant body is divided into multiple parts and the ballast device installed on the buoyant body allows only the buoyant body at a partial position to sink and float above the water surface, so only the buoyant body at a partial position can be lowered from the water surface. By sinking the vessel, the remaining buoyant body floating on the water surface in a state of excessive buoyancy can prevent the intrusion of drift ice while allowing ships to pass through.

また、浮力体は重力式アンカーに対し引張索によって係
留されているので、大水深の海域においても使用するこ
とができる。
Furthermore, since the buoyant body is moored to the gravity anchor by a tension cable, it can be used even in deep sea areas.

したがって、非耐水型の海洋構造物を氷海域で使用した
際でも流氷から守ることができる浮遊式流氷防止装置を
提供することができる。
Therefore, it is possible to provide a floating type ice drift prevention device that can protect a non-waterproof marine structure from drift ice even when it is used in an icy area.

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

第1図は本発明の実施例における海洋構造物の外周に設
げられた耐水型の浮力体の側断面図、第2図は第1図の
平面図、第3図は第1図においてザブライ船舶が海洋構
造物に接近する側の浮力体を沈下させた状態を示す側断
面図、第4図は他の浮力体の側断面図である。 1・・・海洋構造物、2・・・浮力体、2a・・・流氷
押し曲げ傾斜面、3・・・引張索、4・・・重量式アン
カー、5・・・流氷、8・・・バラストタンク。
FIG. 1 is a side cross-sectional view of a water-resistant buoyant body provided on the outer periphery of a marine structure according to an embodiment of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG. A side sectional view showing a state in which the buoyant body on the side where the ship approaches the marine structure is sunk, and FIG. 4 is a side sectional view of another buoyant body. DESCRIPTION OF SYMBOLS 1... Marine structure, 2... Buoyant body, 2a... Drift ice pushing bending slope, 3... Tension cable, 4... Weight type anchor, 5... Drifting ice, 8... ballast tank.

Claims (1)

【特許請求の範囲】[Claims] 1 水面に浮遊する海洋構造物の外周に、重力式アンカ
ーに対し引張索によって係留され超過浮力状態で円形状
に浮遊する浮力体を配設し、前記浮力体の外側壁を流氷
押し曲げ傾斜面に形成すると共に、前記浮力体を複数個
に分割して浮力体に設けたバラスト装置により部分位置
の浮力体のみを水面に対し沈下および浮上可能に構成し
たことを特徴とする浮遊式流氷防止装置。
1. A buoyant body that is moored to a gravity anchor by a tension cable and floats in a circular shape with excessive buoyancy is installed around the outer circumference of a marine structure floating on the water surface, and the outer wall of the buoyant body is bent by pushing ice drifts onto an inclined surface. A floating ice prevention device characterized in that the buoyant body is divided into a plurality of parts and a ballast device provided on the buoyant body allows only the buoyant body at a partial position to sink and float on the water surface. .
JP6607281A 1981-04-30 1981-04-30 Floating ice prevention device Expired JPS5947093B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6607281A JPS5947093B2 (en) 1981-04-30 1981-04-30 Floating ice prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6607281A JPS5947093B2 (en) 1981-04-30 1981-04-30 Floating ice prevention device

Publications (2)

Publication Number Publication Date
JPS57180712A JPS57180712A (en) 1982-11-06
JPS5947093B2 true JPS5947093B2 (en) 1984-11-16

Family

ID=13305266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6607281A Expired JPS5947093B2 (en) 1981-04-30 1981-04-30 Floating ice prevention device

Country Status (1)

Country Link
JP (1) JPS5947093B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS626224Y2 (en) * 1982-12-06 1987-02-12

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7287484B2 (en) * 2003-05-01 2007-10-30 David Charles Landry Berthing method and system
CN112411461B (en) * 2020-10-26 2022-06-24 中交路桥建设有限公司 Method suitable for changing ice layer displacement in high and cold reservoir area

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS626224Y2 (en) * 1982-12-06 1987-02-12

Also Published As

Publication number Publication date
JPS57180712A (en) 1982-11-06

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