JPS5820329B2 - Artificial island for oil drilling in frozen waters - Google Patents
Artificial island for oil drilling in frozen watersInfo
- Publication number
- JPS5820329B2 JPS5820329B2 JP14887778A JP14887778A JPS5820329B2 JP S5820329 B2 JPS5820329 B2 JP S5820329B2 JP 14887778 A JP14887778 A JP 14887778A JP 14887778 A JP14887778 A JP 14887778A JP S5820329 B2 JPS5820329 B2 JP S5820329B2
- Authority
- JP
- Japan
- Prior art keywords
- waterproof
- oil drilling
- artificial island
- ice
- waterproof body
- 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
Links
- 238000005553 drilling Methods 0.000 title claims description 28
- 239000003643 water by type Substances 0.000 title description 2
- 239000004576 sand Substances 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 238000010276 construction Methods 0.000 description 5
- 239000002002 slurry Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000013535 sea water Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Description
【発明の詳細な説明】
本発明は氷海域に建設す4石油掘^1」用人工島に関し
、詳しくは水深が約20m以下で、定着氷あるいは流氷
の移動量が少ない氷海域に建設するのに適した氷海域に
おける石油掘削用人工島に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an artificial island for oil drilling to be constructed in an icy area, and more specifically to an artificial island constructed in an icy area where the water depth is approximately 20 m or less and the movement of fast ice or drift ice is small. This paper concerns an artificial island for oil drilling in ice-cold waters suitable for
例えば北極海域などの定着氷海域では、定着氷の移動量
は少なく、−冬の間に最大20m程度であるといわれて
いる。For example, in fast-ice sea areas such as the Arctic Ocean, the amount of fast-ice movement is small, and is said to be about 20 m at most during winter.
このような定着氷海域で、かつ水深が浅い海域(20m
以下)における石油掘削に際しては、従来、砂、砂利あ
るいは水盤を利用して人工島を建設し、この人工島に石
油掘削設備を設置している。In such fast ice areas, and in shallow water areas (20m
Conventionally, when drilling for oil in the following areas, an artificial island is constructed using sand, gravel, or a basin of water, and oil drilling equipment is installed on this artificial island.
しかしこの場合は、
(1)流氷の乗り上げや強大な水力に耐えるために、必
要以上の大きな面積に人工島を建設する必要があり、
(2)従って人工島の建設に長い期間と多くの費用を必
要とするばかりでなく、
(3)人工島を砂や砂利で建設した場合には、掘削完了
後の人工島撤去作業が困難であり、環境汚染の問題があ
る。However, in this case, (1) it would be necessary to construct an artificial island over a larger area than necessary in order to withstand drifting ice and strong water forces, and (2) it would take a long time and cost a lot of money to construct the artificial island. (3) If the artificial island is constructed with sand or gravel, it is difficult to remove the artificial island after excavation is completed, and there is a problem of environmental pollution.
(4)さらに石油掘削機器や資材の全てを、人工島建設
後に陸から運ばねばならないので大変で、多くの費用を
要する。(4) Furthermore, all of the oil drilling equipment and materials would have to be transported from land after the construction of the artificial island, which would be difficult and costly.
(5)また人工島を水盤によって建設した場合には、掘
削可能期間が厳冬期の1〜2箇月間に限定されるばかり
でなく、水盤の移動によって掘削用のドリルなどが破損
する恐れがある。(5) Furthermore, if an artificial island is constructed using a water basin, not only will the period during which excavation is possible be limited to one to two months during the mid-winter season, but there is also the risk that drilling drills etc. will be damaged due to movement of the water basin. .
など、多くの解決すべき問題点があるのが現状である。Currently, there are many problems that need to be resolved.
そこで本発明は、上述の現状に鑑みなされたもので、上
記従来技術の各問題点を解決し、定着氷海域において、
冬期あるいは夏期にかかわらず、極めて安全に、かつ経
済的に石油掘削を行うことができる氷海域における石油
掘削用人工島を提供することを目的とするものである。Therefore, the present invention was made in view of the above-mentioned current situation, and solves each of the problems of the above-mentioned prior art, and in fast ice sea areas,
The object of the present invention is to provide an artificial island for oil drilling in an icy area, on which oil drilling can be carried out extremely safely and economically, regardless of whether it is winter or summer.
以下本発明の氷海域における石油掘削用人工島を実施例
により図面を参照して説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An artificial island for oil drilling in an icy area according to an embodiment of the present invention will be described below with reference to the drawings.
第1図および第2図に示す本発明の石油掘削用人工島は
、石油掘削設備Aを設置する海域aを、バラストタンク
1aを内蔵した防水体1で少なくとも内外二重に包囲し
、これら各防水体1を頂部1bが海面すから突出するよ
うそれぞれ沈設することにより防水堤Eを形成し、前記
防水体1のうちすくなくとも外側に位置する防水体には
、その外側面に砕氷傾斜壁1cを形成して構成されてい
る。The artificial island for oil drilling of the present invention shown in FIG. 1 and FIG. Waterproof embankments E are formed by sinking the waterproof bodies 1 so that their tops 1b protrude from the sea surface, and at least the outer waterproof bodies 1 have ice-breaking slope walls 1c on their outer surfaces. formed and composed.
前記防水体1は、本実施例においては鉄鋼または鉄筋コ
ンクリートあるいはその両方を材料として中空三角柱状
に成形されており、その長手方向の両端面には、それぞ
れ本防水体1を長手方向に連結する連結部1dが突設し
てあり、またこの防水体1の長手方向の一側下縁には適
宜間隔をおいて本防水体1を平行に連結する連結部1f
がそれぞれ突設しである。In this embodiment, the waterproof body 1 is made of steel, reinforced concrete, or both, and is formed into a hollow triangular prism shape, and has connections on both longitudinal end surfaces thereof that connect the waterproof body 1 in the longitudinal direction. A connecting portion 1d is provided protrudingly provided, and a connecting portion 1f connecting the waterproof body 1 in parallel is provided at an appropriate interval on the lower edge of one side in the longitudinal direction of the waterproof body 1.
are protruding from each other.
さらに本実施例において前記防水体1には、その下面に
、滑シ止め突起1gが間隔をおいて突設してあり、防水
体1のバラストタンク1a内に海水などを注入してこれ
を沈設した際、その重量により前記滑り止め突起1gを
海底にめシ込ませ、前述のように各防水体1を連結して
構成される防水堤Eが、定着氷や流氷の移動による押圧
力で、容易に移動しないようにしである。Furthermore, in this embodiment, the waterproof body 1 has anti-slip protrusions 1g protruding from its lower surface at intervals, and seawater or the like is injected into the ballast tank 1a of the waterproof body 1 to submerge it. When this occurs, the weight of the anti-slip protrusion 1g is driven into the seabed, and the waterproof embankment E, which is constructed by connecting each waterproof body 1 as described above, is damaged by the pressing force caused by the movement of fast ice and drift ice. Do not move easily.
しかしながら氷海域によっては、定着氷や流氷の移動量
が多く、前記滑り止め手段では、防水堤Eが移動する恐
れがあると予測される場合には、第3図に示すように、
前記防水体1を内外二重に前記各連結部1fによシ連結
することによシ、各防水体1の内壁で形成される空間部
2内に、内部に砂、砂利を充填したす′ノドチューブ3
を多数投入したり、または第4図に示すように、前記空
間部2内に、砂、砂利を充填した砂袋4あるいは砂、砂
利などを直接投入することにより、各防水体の。However, depending on the icy area, there is a large amount of movement of fast ice or drift ice, and if it is predicted that there is a risk that the waterproof embankment E will move with the above-mentioned anti-slip means, as shown in Fig. 3,
By connecting the waterproof bodies 1 both inside and outside by the connecting parts 1f, the space 2 formed by the inner wall of each waterproof body 1 is filled with sand and gravel. Nodotube 3
of each waterproof body, or by directly putting a sand bag 4 filled with sand or gravel into the space 2, or sand, gravel, etc., as shown in FIG.
重量を増加せしめて、前記防水堤Eの移動を防止するも
のである。This increases the weight and prevents the watertight embankment E from moving.
また本防水体1の沈設予定海域の海底が砂、砂利から構
成されている場合は、第5図に示すように、海底の砂、
砂利をスラリー化して直接防水体。In addition, if the sea floor in the sea area where this waterproof body 1 is planned to be sunk is composed of sand and gravel, as shown in Figure 5,
Waterproofing material made by turning gravel into slurry.
1内に、その圧入口1hから圧入し、スラリー中の海水
を海水排出口11から排出することによシ、防水体を極
めて容易に高重量化することができ、また石油掘削作業
が終了し本石油掘削用人工島を撤去する場合は、前記ス
ラリー圧入口1hから海。By pressurizing the seawater in the slurry from the injection port 1h and discharging it from the seawater discharge port 11, the waterproof body can be made extremely heavy and the weight of the waterproof body can be increased very easily. If this artificial island for oil drilling is to be removed, the slurry injection port 1h will be removed from the sea.
水を圧入して防水体1内の砂、砂利をスラリー化すると
共に防水体1の下方に設けられている排出口1nを負圧
にすることによって、容易に防水体1に浮力を附与する
ことができる。Buoyancy is easily imparted to the waterproof body 1 by pressurizing water to turn the sand and gravel in the waterproof body 1 into slurry, and by creating a negative pressure in the discharge port 1n provided below the waterproof body 1. be able to.
さらに前述のように、防水体1のうちすくなく。Furthermore, as mentioned above, most of the waterproof body 1.
とも外側に位置する防水体には、その外側面に前記砕氷
傾斜壁1cを形成するが、この砕氷傾斜壁1cの海面と
のなす角度は、押し寄せる流氷Cを、この砕氷傾斜壁1
cに乗り上がらせ、これを砕氷するには30°〜65°
が望ましいという実験結果を、本発明の発明者は得てい
る。The ice-breaking sloped wall 1c is formed on the outer surface of the waterproof body located on the outside of both of the bodies.
30° to 65° to break the ice
The inventor of the present invention has obtained experimental results showing that it is desirable.
従って防水体1のうちすぐなくとも外側に位置する防水
体の外側面すなわち砕氷傾斜壁1cを第3図に示すよう
に、底面に対して30°〜65°に傾斜させておけば、
流氷はこの砕氷傾斜壁1cに衝突して折れ曲り、傾斜面
を乗り越えるので、防水堤Eに大きな水力が作用するの
を回避することができる。Therefore, if the outer surface of the waterproof body located at least immediately outside of the waterproof body 1, that is, the ice-breaking inclined wall 1c, is inclined at 30° to 65° with respect to the bottom surface, as shown in FIG.
Since the drift ice collides with this ice-breaking slope wall 1c, bends, and climbs over the slope, it is possible to avoid a large hydraulic force acting on the waterproof embankment E.
次に上述した石油掘削用人工島の建設方法を第6図乃至
第11図を参照して説明する。Next, a method of constructing the above-mentioned artificial island for oil drilling will be explained with reference to FIGS. 6 to 11.
前記防水体1を、本石油掘削用人工島の建設海域まで建
設支援船により曳航し、1ず第6図に示すように、防水
体1を2基づつ長手方向に略平行に並べ、この各防水体
1をジヤツキ5を介在してワイヤ6により連結し、ジヤ
ツキ5を作動して相互に平行に引き寄せ、第7図に示す
ように、各防氷体1の長手方向−側下縁に突設しである
各連結部1fを、それぞれ重合し、ピン7で連結するこ
とにより、2基の防水体1を相互に平行に結合する。The waterproof bodies 1 are towed by a construction support vessel to the construction area of this artificial island for oil drilling, and as shown in FIG. The waterproof bodies 1 are connected by wires 6 through jacks 5, and the jacks 5 are operated to draw them parallel to each other, so that a protrusion is formed on the lower edge of each anti-icing body 1 in the longitudinal direction, as shown in FIG. The two waterproof bodies 1 are connected in parallel to each other by overlapping the connecting portions 1f and connecting them with pins 7.
本実施例のように、全体として平面視略六角形状の防水
堤E(第1図参照)を建設する場合は、上述の2基−組
の防水体を6組作成すればよい。When constructing a waterproof embankment E (see FIG. 1) that is generally hexagonal in plan view as a whole as in this embodiment, six sets of the above-mentioned two-piece waterproof bodies may be created.
次に、第8図に示すように、上記各2基−組とした防水
体の各端部を、ジヤツキ8を介してワイヤ9で連結し、
ジヤツキ8を作動しで相互に引き寄せ、第9図に示すよ
うに、各防水体1の長手方向両端面に突設しである各連
結部1dを、それぞれ重合し、ピン10で連結すること
により、第10図に示すように、石油掘削設備Aを搬入
する入口dを除いて平面視略六角形に各防水体を結合し
、潮流や風で移動しないよう適宜位置をアンカー11に
より海底に固定する。Next, as shown in FIG. 8, each end of each of the two sets of waterproof bodies is connected with a wire 9 via a jack 8.
By activating the jacks 8 to draw each other together, as shown in FIG. , as shown in Fig. 10, each waterproof body is connected in a substantially hexagonal shape in plan view except for the entrance d through which the oil drilling equipment A is brought in, and is fixed to the seabed with anchors 11 at appropriate positions so as not to move due to tides or wind. do.
ここで前記入口dから支援船により石油掘削設備Aを、
防水堤Eによって取シ囲まれた海域a内に曳航し、この
石油掘削設備Aをアンカーなど(図示しない)により海
底に固定するか、または石油掘削設備Aを搭載したリグ
を沈設し海底に固定する。Here, the oil drilling equipment A is transported from the entrance d by the support ship.
Either the oil drilling equipment A is towed into the sea area a surrounded by the waterproof dike E and is fixed to the seabed with an anchor or the like (not shown), or the rig carrying the oil drilling equipment A is sunk and fixed to the seabed. do.
もし流氷が移動する方向が例年同じである場合には、前
記入口dを流氷方向の反対側に設けておけば、入口dを
開口したまま、各防水体1を沈設してもよいが、一般に
は第11図に示すように入口dを防水体によって閉塞し
た後、各防水体1内のバラストタンク1a内に海水その
他を注入して沈設着底することにより、本石油掘削用人
工島の建設を完了するものである。If the direction in which the drift ice moves is the same every year, if the entrance d is provided on the opposite side of the direction of the drift ice, each waterproof body 1 may be sunk with the entrance d left open, but generally speaking As shown in Fig. 11, after closing the inlet d with a waterproof body, seawater or other water is injected into the ballast tank 1a in each waterproof body 1 and the oil sink is settled to the bottom, thereby constructing the artificial island for oil drilling. This completes the process.
なお、流氷などの水力によって前記防水堤が移動する恐
れがある場合には、前記平行に連結した各防水体1間に
形成された前記空間部2内に、前述のようにサンドチュ
ーブ3や砂袋4などを投入することにより、各防水体の
重量を増加せしめて前記防水堤Eの移動を防止するよう
にするものである。In addition, if there is a risk that the waterproof embankment may move due to hydraulic force such as drift ice, the sand tube 3 or sand should be placed in the space 2 formed between the waterproof bodies 1 connected in parallel as described above. By inserting the bag 4, etc., the weight of each waterproof body is increased and the movement of the waterproof embankment E is prevented.
本発明は上述のように構成したから、次のような効果を
奏する。Since the present invention is configured as described above, it has the following effects.
すなわち本発明は、防水体を少なくとも内外二重に石油
掘削設備の周囲を取り囲むように沈設するだけで、防水
堤を形成できるから、人工島の耕地建設工事が極めて簡
単となり、従って、前記従来の人工島建設と比較して短
期間で人工島を建設することができるので、人工島建設
コストを著しく低減することができるのは勿論、石油掘
削完了後の人工島撤去作業も容易であり、これによる環
境汚染の問題も引き起す恐れがない。In other words, the present invention makes it possible to form a waterproof embankment by simply depositing a waterproof body at least twice inside and outside so as to surround the oil drilling equipment, which greatly simplifies the construction of cultivated land for an artificial island. Compared to artificial island construction, it is possible to construct an artificial island in a shorter period of time, which not only significantly reduces the cost of constructing an artificial island, but also makes it easier to remove the artificial island after oil drilling is completed. There is no risk of causing environmental pollution problems.
また前記防水堤は、石油掘削設備の周囲を少なくとも内
外二重の防水体に取シ囲んでこれを形成したから、必要
に応じて、内外二重の防水体間により形成される空間に
有重量部材を投入することにより、各防水体の重量を増
加せしめて、前記防水堤Eの移動を防止することができ
るので、流氷などの移動に起因する石油掘削設備への種
々の悪影響を除去することができ、石油掘削作業の安全
性を著しく向上することができる。In addition, since the waterproof embankment is formed by surrounding the oil drilling equipment with at least double inner and outer waterproof bodies, if necessary, it is necessary to add weight to the space formed between the double waterproof bodies. By adding the members, it is possible to increase the weight of each waterproof body and prevent the movement of the waterproof embankment E, thereby eliminating various negative effects on oil drilling equipment caused by movement of drift ice, etc. This can significantly improve the safety of oil drilling operations.
さらにこの防水堤で囲まれた水盤は、移動しないので石
油掘削用資材基地として有効に利用することができ、従
来の人工島のように資材基地用の用地をわざわざ埋立る
必要がない。Furthermore, since the water basin surrounded by this waterproof embankment does not move, it can be effectively used as a material base for oil drilling, and unlike conventional artificial islands, there is no need to go to the trouble of reclaiming land for a material base.
また本発明は、前記防水体のうちすくなくとも外側に位
置する防水体の外側面に砕氷傾斜壁を形成したから、押
し寄せて来る流氷は、前記耐水傾斜壁に衝突して折れ囲
り、傾斜面を乗り越えるので、防水堤に大きな水力が作
用するのを回避することができる。Further, in the present invention, an ice-breaking sloped wall is formed on the outer surface of the waterproof body located at least on the outside of the waterproof body, so that the incoming drift ice collides with the water-resistant slope wall and bends around the slope. Since the water can be climbed over, it is possible to avoid large hydraulic forces acting on the waterproof embankment.
図面は本発明の実施例を示すもので、第1図は平面図、
第2図は第1図■−■矢視断面図、第3図および第4図
はそれぞれ内外二重の防水体間に有重量部材を投入した
状態を示す断面図、第5図は防水体内に砂、砂利などの
スラリーを圧入する状態を示す断面図、第6図乃至第1
1図は、それぞれ本発明の石油掘削用人工島を建設する
方法を示す説明図である。
1・・・・・・防氷体、1a・・・・・・砕氷傾斜壁、
E・・・・・・防氷堤。The drawings show an embodiment of the present invention, and FIG. 1 is a plan view;
Figure 2 is a cross-sectional view taken along arrows - ■ in Figure 1, Figures 3 and 4 are cross-sectional views showing the state in which a heavy member is inserted between the double waterproof bodies, respectively, and Figure 5 is a cross-sectional view of the inside of the waterproof body. Cross-sectional views showing the state in which slurry such as sand and gravel is press-fitted, Figures 6 to 1
FIG. 1 is an explanatory diagram showing a method of constructing an artificial island for oil drilling according to the present invention. 1...Ice protection body, 1a...Ice-breaking slope wall,
E... Ice breakwater.
Claims (1)
内蔵した防水体で少なくとも内外二重に包。 囲し、これら各防水体を頂部が海面から突出するようそ
れぞれ沈設することにより防水堤を形成し、前記防水体
のうちすくなくとも外側に位置する防水体には、その外
側面に砕氷傾斜壁を形成した氷海域におiる石油掘削用
人工島。[Claims] 1. The sea area where the oil drilling equipment is installed is covered at least twice, inside and out, with a waterproof body containing a built-in ballast tank. A waterproof embankment is formed by enclosing each of these waterproof bodies and sinking them so that their tops protrude above the sea surface, and at least one of the waterproof bodies located on the outside has an ice-breaking sloping wall formed on its outer surface. An artificial island for oil drilling located in an icy area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14887778A JPS5820329B2 (en) | 1978-11-30 | 1978-11-30 | Artificial island for oil drilling in frozen waters |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14887778A JPS5820329B2 (en) | 1978-11-30 | 1978-11-30 | Artificial island for oil drilling in frozen waters |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5575011A JPS5575011A (en) | 1980-06-06 |
| JPS5820329B2 true JPS5820329B2 (en) | 1983-04-22 |
Family
ID=15462712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14887778A Expired JPS5820329B2 (en) | 1978-11-30 | 1978-11-30 | Artificial island for oil drilling in frozen waters |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5820329B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0196422A (en) * | 1987-10-07 | 1989-04-14 | Hino Motors Ltd | Combustion chamber for diesel engine |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59195914A (en) * | 1983-04-18 | 1984-11-07 | Mitsui Eng & Shipbuild Co Ltd | Artificial islet |
-
1978
- 1978-11-30 JP JP14887778A patent/JPS5820329B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0196422A (en) * | 1987-10-07 | 1989-04-14 | Hino Motors Ltd | Combustion chamber for diesel engine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5575011A (en) | 1980-06-06 |
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