JPS58101913A - Platform having floating tank - Google Patents

Platform having floating tank

Info

Publication number
JPS58101913A
JPS58101913A JP56198349A JP19834981A JPS58101913A JP S58101913 A JPS58101913 A JP S58101913A JP 56198349 A JP56198349 A JP 56198349A JP 19834981 A JP19834981 A JP 19834981A JP S58101913 A JPS58101913 A JP S58101913A
Authority
JP
Japan
Prior art keywords
platform
oil
lower body
oil storage
storage tank
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.)
Granted
Application number
JP56198349A
Other languages
Japanese (ja)
Other versions
JPS6035486B2 (en
Inventor
Satoshi Takatani
高谷 智
Kazumasa Inoue
井上 一正
Takanori Hirai
孝典 平井
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.)
Shimizu Construction Co Ltd
Penta Ocean Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
Penta Ocean Construction 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 Shimizu Construction Co Ltd, Penta Ocean Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP56198349A priority Critical patent/JPS6035486B2/en
Publication of JPS58101913A publication Critical patent/JPS58101913A/en
Publication of JPS6035486B2 publication Critical patent/JPS6035486B2/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

Landscapes

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

Abstract

PURPOSE:To increase the buoyance of a platform by a method in which a recession larger than the outside diameter of an oil storage tank is formed at the center of a lower body, and the sea water is introduced into the recession to float the oil storage tank in it. CONSTITUTION:An upwardly opened recession 7 larger than the outside of an oil storage tank 6 is formed at the center of a lower body 2, and the sea water is introduced into the recession through a water conveyance path 8 with a valve piercingly provided on the side of the lower body, whereby permitting the oil storage tank 6 to be floated. Thus, when the water conveyance path 8 is closed and the inside of the recession 7 of the lower body 2 is vacated during the towing period of the platform, sufficient buoyance can be obtained in the portion. Accordingly, the platform on which a deck and various modules, etc., are mounted can be towed and the draft during the towing period can be lessened.

Description

【発明の詳細な説明】 本発明は浮遊式タンクを内蔵するプラクドアオーム、特
に海上での石油採掘に用いる浮遊式タンクを内蔵するプ
ラクドアオームに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a plaque door ohm incorporating a floating tank, and more particularly to a plaque door ohm incorporating a floating tank used in offshore oil drilling.

従来貯油タンク付重力式プラットフォームとしては種々
のものがあるがその何れもそO貯油タンクが油水置換型
のものである。
There are various conventional gravity platforms with oil storage tanks, all of which have oil storage tanks of the oil/water displacement type.

油水置換蓋とは、貯油タンク内の油面の高さを常に一定
に保つ為に、貯油タンク下llK海水を入れてお1タン
ク内の油量が増えれば油の下の海水を排出し逆に油量が
減れば水量を増やす量の事である。
The oil/water displacement lid is used to keep the oil level in the tank constant at all times by filling it with seawater at the bottom of the tank.When the amount of oil in the tank increases, the seawater underneath the oil is drained out and vice versa. If the amount of oil decreases, it means increasing the amount of water.

このような油水置換型ではタンク内から排出される海水
は通常油分を含んでいる。日本ではこの排水の油分濃度
は10ppm以下に規制されている。仁の様な油分濃度
で排出するにはプラットフォームKjl大なオイルセパ
レーター管設備する必要がhb、不経済となる。
In such oil-water displacement type, the seawater discharged from the tank usually contains oil. In Japan, the oil concentration of this wastewater is regulated to 10 ppm or less. In order to discharge the oil with a concentration like oil, it is necessary to install a large oil separator pipe on the platform, which becomes uneconomical.

又日本近海、中国沿岸の油はワックス分を多く含んでい
るので、油水置換型では油と水の境界面に同化現象が発
生する。この同化現象を解決する唯一の方法は、油を6
0℃〜70℃に加温する事であるが、これには膨大な装
置を必要とし経済的ではない。
In addition, since oil from the seas near Japan and the coast of China contains a large amount of wax, an assimilation phenomenon occurs at the interface between oil and water in the oil-water displacement type. The only way to solve this assimilation phenomenon is to
The method is to heat it to 0°C to 70°C, but this requires a huge amount of equipment and is not economical.

さらに、油水境界面付近に、互の混合によるエマルジ曹
ンが発生し、又、油水境界面上にはスラッジが堆積する
。これらは、タンクの運転に支障をきたす。
Furthermore, emulsion carbon is generated near the oil-water interface due to mutual mixing, and sludge is deposited on the oil-water interface. These interfere with tank operation.

以上の理由によシ、油水置換型が許されない場合には油
のみを入れる貯油タンクを用い、従って油を払い出した
時、貯油タンクが空に々る状態を考えてプラットフォー
ムを設計しなければならない。
For the above reasons, if an oil-water displacement type is not allowed, an oil storage tank that only holds oil should be used, and the platform must be designed with the assumption that the oil storage tank will be empty when the oil is discharged. .

とζで問題になるのは、建設基地で建造されたブックド
アオームはなるべく小吉な吃水の浮体′として現地へ曳
航、設置できるのが好ましく、裾付は完了後は、たとえ
貯油タンク内が空になっても浮んでは仁ないという二律
背反の現実である。
The problem with ζ is that the book door ohm built at the construction base should be towed and installed at the site as a floating body with as little water as possible. It is a contradictory reality that it is not benevolent to stay afloat even when you are in the middle of something.

これを解決する為に、従来のプラットフォームでは、設
置に伜ってカウンターウェイトとして余分のパラストを
現場打コンクリートによりあるいは石材または鉱石等を
兜填することKよって形成してい友。この場合貯油タン
クが空になっても地震力(対する必要な水平抵抗力を有
するようにする必要があった。
To solve this problem, in conventional platforms, extra pallast is formed as a counterweight during installation by casting in-situ concrete or by filling it with stone, ore, etc. In this case, it was necessary to ensure that the oil storage tank had the necessary horizontal resistance against seismic forces even when it was empty.

叉日本近海の設置場所は概ね軟弱地盤であυ、かつ吃水
に制限がある場合が多い。即ち建造場所が日本の場合、
吃水はドック−1港、航路の水深から一10+a乃至−
1s禦に限定され、曳航途中の水深、据付場所の水深も
一3owに限定されてしまう。この吃水側@に対処する
為には、ブックドアオームの浮力を増す必要があるが、
軟弱地盤対策としてプラットフォームの下にスカートを
設けた場合、従来蓋のプラットフォームでは本体形状に
大きな制約を受ける欠点があるO 従ってこのような場合、従来においてはドック内でブッ
クドアオームの本体コンクリートの一部分のみを構鏑し
、洋上に曳き出し、水深の充分くある洋上に索留してW
A〕の本体を構簗すると込う様な方法によってい友。然
しなからこのような方法は、工期、工費の点で不利益を
有する。
The installation locations near Japan are generally on soft ground, and there are often restrictions on drainage. In other words, if the construction site is Japan,
The dry water is at dock -1 port, from 110+a to - from the water depth of the channel.
The water depth during towing and the water depth at the installation site is also limited to 13 ow. In order to deal with this stagnant side @, it is necessary to increase the buoyancy of the book door ohm,
When a skirt is provided under the platform as a countermeasure against soft ground, a conventional platform with a lid has the drawback of severely restricting the shape of the main body. Therefore, in such cases, conventionally, a part of the concrete main body of the book door ohm was installed inside the dock. Build a chisel, tow it out to sea, and anchor it in deep enough water.
[A] by a method that involves trying to understand the main body of A]. However, such a method has disadvantages in terms of construction period and construction cost.

更に貯油タンクが空くなった状態ではジーの/(’)ス
トタンクとの間に大きさ水圧差が作用し、全体としても
外圧容器となる為、部材厚を大きくしなければならず不
餞済となり、又その為に吃水も大会くなシ更に不利とな
る。
Furthermore, when the oil storage tank is empty, a size water pressure difference acts between it and the G/(') storage tank, and the whole becomes an external pressure vessel, so the thickness of the parts must be increased, which is a problem. , and because of this, hiccups are even more disadvantageous in tournaments.

本発明の浮遊式タンクを内蔵するプラットフォームは上
記の欠点t#〈ようにしえものであって、上部本体と、
下部本体と、前記上部本体と下部本体を連結する部分と
、前記下部本体に形成し九上方に開いたくぼみを、この
くぼみ内に海水を導入するため前記下部本体を貫通して
設け′#−開閉弁付導水路と、前記くぼみ内の海水に浮
遊せしめるようにし九貯油タンクとよ構成ることを轡黴
とする。
The platform incorporating the floating tank of the present invention may suffer from the above-mentioned drawbacks, but the upper body and
a lower body, a portion connecting the upper body and the lower body, and a recess formed in the lower body and opening upwardly, penetrating the lower body to introduce seawater into the recess. The mold consists of a water conduit with an on-off valve and nine oil storage tanks that are suspended in the seawater in the depression.

以下図面によって本発明の詳細な説明する。The present invention will be explained in detail below with reference to the drawings.

図中1はその上部に例えば掘削設備、デツキ、各種モジ
エール等を載置するためのプラットフォームの上部本体
、2は下部本体、3は前記上部本体1と下部本体2間を
連結する脚、4は軟弱地盤、5はこの軟弱地盤4内に挿
入されるよう前記下部本体2の下面に突設したスカート
、6は貯油タンクを示し、本発明においては前記下部本
体30中央部に貯油タンク6の外径よ〕大会い上方に開
いえくぼみ7を形成し、この〈。
In the figure, 1 is the upper body of the platform on which, for example, excavation equipment, decks, various mosieres, etc. are placed, 2 is the lower body, 3 is the leg that connects the upper body 1 and the lower body 2, and 4 is the leg that connects the upper body 1 and the lower body 2. soft ground, 5 a skirt protruding from the lower surface of the lower body 2 to be inserted into the soft ground 4, and 6 an oil storage tank. This diameter forms a large concave 7 that opens upwards.

ぼみ7内に下部本体2の側面を貫通して設けた開閉弁付
導水路8を介して海水を導入できるようにすると共に、
このくぼみ7内に前記貯油タンク・を遊嵌せしめるよう
Kする〇 尚前記〈ぼみ7の内情面には必要によ〕クツレ曹ン用ツ
イエング(図示せず)を施す。
In addition to allowing seawater to be introduced into the recess 7 through a conduit 8 with an on-off valve provided through the side surface of the lower body 2,
The oil storage tank is fit loosely into the recess 7. If necessary, a tweezers (not shown) are applied to the inside of the recess 7.

本発明プラットフォームは上記のような構成であるから
貯油タンク6は下部本体ZC)(ぼみ7内の海水に浮遊
した状態にあシ貯油タンク6内O油の増減に応じて導水
路8を介してくぼみ7内から海水を吐出し又は引き人・
糺るようにして常時貯油タンク6内の油を含めたプラッ
トフォームの全重量を一定に保つことができ、間接的に
は油水置換型とすることができ地震時における水平抵抗
の問題も解決できるばかシでなく、油と海水は直接に接
触することはないので環境汚染及び油水混合によシ生ず
る諸問題を一掃することができる。
Since the platform of the present invention has the above-mentioned configuration, the oil storage tank 6 is suspended in the seawater in the recess 7 through the conduit 8 according to the increase or decrease of O oil in the oil storage tank 6. Discharge seawater from inside the depression 7 or
The total weight of the platform, including the oil in the oil storage tank 6, can be kept constant at all times, and indirectly it can be made into an oil/water displacement type, which also solves the problem of horizontal resistance during earthquakes. Since oil and seawater do not come into direct contact with each other, environmental pollution and various problems caused by oil and water mixing can be eliminated.

又本発明プラットフォームにお−ては貯油りyり6が下
部本体2の外壁によって取[1まれ丸形で#)夛、ζO
外壁はプラットフォーム据付後には波、風勢O外力を遣
蔽して貯油タンクの安全性を向上ぜしめるように作用す
ると共に1万−貯油タンクから油が流出し九場合はその
防油堤として機能するようになる。
In addition, in the platform of the present invention, the oil reservoir 6 is taken by the outer wall of the lower body 2 and has a round shape.
After the platform is installed, the outer wall acts to improve the safety of the oil storage tank by shielding external forces from waves and wind forces, and also functions as an oil barrier in the event that oil leaks from the oil storage tank. It becomes like this.

更に本発明プラットフォームにおいてはその曳航時導水
路虐を塞ぎ下部本体2のくぼみ7内を空にすればこの部
分によシ十分な浮力を得ることができ、従ってプラット
フォームをこれにデツキ、各種モジュール等を搭載し九
ままで曳航でき又曳航時の吃水を少なくすることが可能
となる。
Furthermore, in the platform of the present invention, if the conduit 7 of the lower body 2 is emptied when the platform is towed, sufficient buoyancy can be obtained in this part. Equipped with this, it can be towed at 900 degrees, and it is possible to reduce the amount of water produced during towing.

尚本発明プラットフォームに用いる貯油タンク6は貯油
量、水深等の条件により、鋼製又はコンクリート製とす
ることが可能であシ、又平面形状も円形、矩形等自由に
選定できる。しかも波力等の外力を受けない為に薄い経
済的な断面とする事ができ、地震力に対しても、プラッ
トフォーム本体と貯油タンクの固有周波数が異なってい
る為に有利である。更に貯油時の温度応力に対して4J
IIt)の下部本体外壁と切シ離されている為に余分の
力が発生することがない。
The oil storage tank 6 used in the platform of the present invention can be made of steel or concrete depending on conditions such as oil storage amount and water depth, and the planar shape can be freely selected such as circular or rectangular. Moreover, since it is not subject to external forces such as wave forces, it can be made to have a thin and economical cross section, and is advantageous against earthquake forces because the natural frequencies of the platform body and the oil storage tank are different. Furthermore, 4J against temperature stress during oil storage
Since it is separated from the outer wall of the lower main body of IIt), no extra force is generated.

又上記実施例におけるプラットフォームはその上にデツ
キ等を配置し九、掘削、生産、処理、貯油機能があるい
わゆる多目的プラットフォームとしているが、これを貯
油機能だけを持たせたものとする事もで書、文句のジャ
ケット構造のものとの併用も考え得ることは勿論である
In addition, the platform in the above embodiment has a deck etc. placed on it, making it a so-called multi-purpose platform that has the functions of drilling, production, processing, and oil storage, but it is also possible to make it have only the oil storage function. Of course, it is also conceivable to use it in combination with a similar jacket structure.

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

第1図は本発明プラットフォームの縦断正面図、第3図
はそ■A−人線断線断面図る。 1・・・上部本体、2・・・下部本体、3・・・脚、4
・・・軟弱地盤、5・・・スカート、6・−・貯油タン
ク、7・・・くぼみ、8・・・導水路。
FIG. 1 is a longitudinal sectional front view of the platform of the present invention, and FIG. 3 is a sectional view taken along the line A--Person. 1... Upper body, 2... Lower body, 3... Legs, 4
... Soft ground, 5... Skirt, 6 - Oil storage tank, 7... Hollow, 8... Headrace.

Claims (1)

【特許請求の範囲】[Claims] (1)上部本体と、下部本体と、前記上部本体と下部本
体を連結する部分と、前記下部本体に形成した上方に一
一九くぼみと、このくぼみ内に海水を導入する為前記下
部本体を貫通して設は九開閉弁付導水路と、前記くぼみ
内の海水に浮遊せしめる様にし九貯油夕/りとよシ成る
ことを特徴とする浮遊式夕/、りを内蔵するプラクドア
オーム。
(1) An upper body, a lower body, a portion connecting the upper body and the lower body, a 119 recess formed in the upper part of the lower body, and a portion of the lower body for introducing seawater into the recess. A plaque door ohm having a built-in floating oil conduit characterized by a water conduit with nine opening/closing valves extending through it, and nine oil storage conduits which are made to float on the seawater in the recess.
JP56198349A 1981-12-11 1981-12-11 Platform with built-in floating tank Expired JPS6035486B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56198349A JPS6035486B2 (en) 1981-12-11 1981-12-11 Platform with built-in floating tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56198349A JPS6035486B2 (en) 1981-12-11 1981-12-11 Platform with built-in floating tank

Publications (2)

Publication Number Publication Date
JPS58101913A true JPS58101913A (en) 1983-06-17
JPS6035486B2 JPS6035486B2 (en) 1985-08-15

Family

ID=16389628

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56198349A Expired JPS6035486B2 (en) 1981-12-11 1981-12-11 Platform with built-in floating tank

Country Status (1)

Country Link
JP (1) JPS6035486B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4973200A (en) * 1987-01-14 1990-11-27 Allseas Engineering B.V. Method for manoeuvering a superstructure element relative to a fixed construction arranged in water, method for constructing a building structure and building structure constructed according to such a method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4973200A (en) * 1987-01-14 1990-11-27 Allseas Engineering B.V. Method for manoeuvering a superstructure element relative to a fixed construction arranged in water, method for constructing a building structure and building structure constructed according to such a method

Also Published As

Publication number Publication date
JPS6035486B2 (en) 1985-08-15

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