JPS5913606B2 - Tank yard for offshore storage of flammable liquids - Google Patents
Tank yard for offshore storage of flammable liquidsInfo
- Publication number
- JPS5913606B2 JPS5913606B2 JP54020362A JP2036279A JPS5913606B2 JP S5913606 B2 JPS5913606 B2 JP S5913606B2 JP 54020362 A JP54020362 A JP 54020362A JP 2036279 A JP2036279 A JP 2036279A JP S5913606 B2 JPS5913606 B2 JP S5913606B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- oil
- yard
- mooring
- offshore
- 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
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】
この発明は可燃性液体の洋上備蓄用タンクヤードに関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tank yard for offshore storage of flammable liquids.
近年、石油の安定持続的な供給および安全な貯蔵を企図
して、石油の洋上備蓄が考えられている。In recent years, offshore oil stockpiling has been considered in order to provide a stable and sustainable supply of oil and to safely store it.
このような目的に沿うタンクヤードは、50〜80万k
t級の巨大なタンク船を数隻ヤード内に係留するもので
あるため、万一事故があればそれによって起る災害も甚
大であり、そのためとくに防災上の措置が要求される。Tank yards that meet this purpose are 500,000 to 800,000 km
Since several huge T-class tank ships are moored within the yard, if an accident were to occur, the resulting disaster would be enormous, so special disaster prevention measures are required.
例えば上記のような大型のタンク船では空荷時と満載時
とでは喫水が15〜20mも変化するが、この場合にお
いてもタンク船の水平移動を防止し、例え暴風に遭遇し
ても確実に係留が保たれること、また一つのタンク船か
ら石油が漏洩したり、万一火災が発生しても、それを一
つのタンク船周囲の区域内にとどめて、ヤード内の他の
区域への石油の流出および災害の拡散を防止するばかり
でなく、ヤード外への影響をも確実に防止することが必
要である。For example, the draft of a large tank ship like the one mentioned above changes by 15 to 20 meters between when it is empty and when it is fully loaded, but even in this case, it is possible to prevent horizontal movement of the tank ship and ensure that even if it encounters a storm, it will It is important that the mooring is maintained and that if oil leaks or a fire breaks out from one tank ship, it is contained within the area around the tank ship and cannot be spread to other areas within the yard. It is necessary not only to prevent oil spills and the spread of disasters, but also to reliably prevent impacts outside the yard.
従来公知のこの種タンクヤードとしては特開昭52−5
2216号公報があるが、これでは、上記のタンク船係
留とか防災構造の問題について明らかにされていない。The conventionally known tank yard of this type is JP-A-52-5.
There is Publication No. 2216, but it does not clarify the problems of the above-mentioned tank ship mooring and disaster prevention structure.
この発明は上記のタンク船係留、防油壁構造について検
討し、洋上備蓄に適合しつるすぐれた構造の可燃性液体
の洋上備蓄用タンクヤードを提供することを目的とする
。The purpose of this invention is to study the above-mentioned tank ship mooring and oil barrier structure, and to provide a tank yard for offshore storage of flammable liquids that is suitable for offshore storage and has an excellent structure.
以下、この発明を図示実施例に基づいて具体的に説明す
る。Hereinafter, the present invention will be specifically explained based on illustrated embodiments.
図において、1は埋立て地でできた陸上管理ヤード、2
はその護岸壁、3は護岸壁2の海上側に設けられたこの
発明による直方形の洋上石油タンクヤード、4は護岸壁
2とともにタンクヤード3の外郭をなす防波堤である。In the figure, 1 is a land management yard made of reclaimed land, 2
3 is a rectangular offshore oil tank yard according to the present invention provided on the sea side of the sea wall 2, and 4 is a breakwater forming the outer shell of the tank yard 3 together with the sea wall 2.
なおり−ド3は全体が防波堤のみで囲われでいてもよい
。The entire navigation door 3 may be surrounded only by a breakwater.
防波堤4は。第2図に示されるように、捨石でできた海
底マウンド5上にコンクリートケーソン6を一列に設置
した構造の混成堤である。Breakwater 4. As shown in Fig. 2, it is a hybrid embankment with a structure in which concrete caissons 6 are installed in a row on an underwater mound 5 made of rubble.
そしてこれは防油壁の働きをも果すように、各ケーソン
6の継目に漏油流出防止用目地が施こされている。In order to function as an oil-proof wall, joints for preventing oil leakage are provided at the joints of each caisson 6.
また防波堤4には水面下に多数の通水孔があけられるこ
ともある。In addition, the breakwater 4 may have a large number of water holes formed below the water surface.
この場合、通水孔はもちろん漏油が通過しないような位
置に設けられる。In this case, the water passage hole is of course provided at a position where oil leakage does not pass through.
この通水孔には海水か自由に流通するため、潮の干満に
よって防波堤4に海水圧力が及ぼされるおそれは全くな
い。Since seawater freely flows through this water hole, there is no fear that seawater pressure will be applied to the breakwater 4 due to the ebb and flow of the tide.
一般にタンクヤード3を構築したのちに後述するタンク
船9をヤード3内に導入するので、屈曲した防波堤4の
一辺、例えば護岸壁2と対向する対向部4aには、タン
ク船9の巾よりやや大きい間隔を保って係留ケーソンT
を配置し、その間の部分をタンク船9の導入後に締切る
構造としている。Generally, after constructing the tank yard 3, a tank ship 9, which will be described later, is introduced into the yard 3. Therefore, one side of the bent breakwater 4, for example, the opposing part 4a facing the seawall 2, has a width slightly larger than the width of the tank ship 9. Caisson T moored with large intervals
The structure is such that the part between them is closed off after the tank ship 9 is introduced.
この具体例としては、複数のコンクリートケーソンを海
底マウンド5上に注水沈設し、各ケーソンの間の側面を
防油板で連結して漏油しないようにした構造が挙げられ
る。A specific example of this is a structure in which a plurality of concrete caissons are submerged on the seabed mound 5 and the sides between each caisson are connected with oil-proof plates to prevent oil leakage.
この例の場合は施工が比較的容易であり、またタンク船
9をタンクヤード3から引出す必要がある場合にも防油
板を比較的容易に撤去できる。In this example, the construction is relatively easy, and even when it is necessary to pull out the tank ship 9 from the tank yard 3, the oil-proof plate can be relatively easily removed.
また他の具体例としては、各係留ケーソン7の間に防油
のための適当な高さを有する鋼製又は鉄筋コンクリート
製の箱型扉を注水架設した構造が挙げられている。Another specific example is a structure in which a box-shaped door made of steel or reinforced concrete and having an appropriate height for oil-proofing is installed between each mooring caisson 7 for water injection.
この例の場合には注水、排水によって設置および撤去が
さらに容易となるが、長大なスパンを有するために潮の
干満に伴なう浮力および重力による撓みの問題、係留ケ
ーソン7に対する荷重の問題等の対策が必要となる。In the case of this example, installation and removal are made easier by water injection and drainage, but since the span is long, there are problems with buoyancy due to the ebb and flow of the tide and deflection due to gravity, and problems with the load on the mooring caisson 7. Measures are required.
このため箱型扉を長さ方向に多数の独立タンクに区画し
て、浮力タンク、バラストタンクおよび外水と流通する
タンクを適宜に組合せた構造とする。For this reason, the box-shaped door is divided into a number of independent tanks in the length direction, and the structure is such that a buoyancy tank, a ballast tank, and a tank that communicates with outside water are appropriately combined.
なお、上記の防波堤4に設けられる係留ケーソン7は後
述のようにタンク船を係留する機能も有する。The mooring caisson 7 provided on the breakwater 4 also has the function of mooring a tank ship, as will be described later.
8はコンクリートケーソンで構成された複数対の係留ド
ルフィンで、タンクヤード3内において後述するタンク
船9をその両端で巾方向に挾むように所定間隔置きに配
置され、その自重によって海底に安定に設置されている
。Reference numeral 8 denotes a plurality of pairs of mooring dolphins made of concrete caissons, which are arranged at predetermined intervals in the tank yard 3 so as to sandwich a tank ship 9 (described later) at both ends in the width direction, and are stably installed on the seabed by their own weight. ing.
9は各対の係留ドルフィン8の間に1隻ずつ配置された
箱型洋上タンク船で、第3図、第4図に示されるように
、底板10ならびに周側壁すなわち船側壁11、両端壁
12および横置隔壁13がいずれも二重殻構造となされ
ている。Reference numeral 9 denotes a box-shaped offshore tank ship placed between each pair of moored dolphins 8, and as shown in FIGS. Both of the horizontal bulkheads 13 and 13 have a double shell structure.
これら二重殻間には常時海水が満たされて水封タンク1
4が形成されている。These double shells are always filled with seawater and water seal tank 1
4 is formed.
これら水封タンク14は深さのほぼ中央で水平仕切壁1
5によって上下に2分されており、空荷時の水封水によ
る水圧の軽減が図られている。These water seal tanks 14 have a horizontal partition wall 1 at approximately the center of the depth.
It is divided into upper and lower halves by 5, and is designed to reduce water pressure due to water sealing when empty.
16は上甲板17の下面に縦方向に設けられた上甲板縦
通肋骨、18は上甲板17の上面に所定間隔保って巾方
向に配された上甲板横桁で、上甲板17に立設されてい
る。16 is an upper deck longitudinal rib provided vertically on the lower surface of the upper deck 17, and 18 is an upper deck transverse beam placed on the upper surface of the upper deck 17 at a predetermined interval in the width direction. has been done.
19は上甲板17の両側部分およびその中間の適宜位置
に立設された縦通コーミングで、これら縦通コーミング
19とこれとは別に設けられた横通コーミングとによっ
て、万一の火災時等に上甲板上に注水できるように貯水
槽20が形成されている。Reference numeral 19 denotes longitudinal coamings that are installed upright on both sides of the upper deck 17 and at appropriate positions in the middle.These longitudinal coamings 19 and horizontal coamings that are installed separately provide protection in the event of a fire. A water tank 20 is formed so that water can be poured onto the upper deck.
そしてこれら水封タンク14および貯水槽20によって
、火災、爆発、漏油等に対する安全性が十分確保されて
いる。These water seal tank 14 and water storage tank 20 ensure sufficient safety against fire, explosion, oil leakage, etc.
また各タンク船9の内部は、第4図に見るように6枚の
横置隔壁13と2枚の縦通制水隔壁21を有し、これら
によって多数の貯油タンク22に区画されている。Further, the interior of each tank ship 9 has six horizontal bulkheads 13 and two longitudinal water control bulkheads 21, as shown in FIG. 4, and is divided into a large number of oil storage tanks 22 by these.
そして各タンク船9は1基当り65万ktの原油を貯蔵
でき、またいかなる事態が発生しても底板10が海底に
接触しないように満載吃水(22m)が決められている
。Each tank ship 9 can store 650,000 kt of crude oil, and is designed to have a full capacity (22 m) so that the bottom plate 10 will not come into contact with the seabed under any circumstances.
第4図において、23は各タンク船9の長さの中央部両
舷と係留ドルフィン8とを連結する複数の係留チェーン
で、これらによって、タンク船9は、大きな吃水変化に
対しても対応できチェーンに弛みを生ぜずに上下動しう
るようになされている。In FIG. 4, reference numeral 23 denotes a plurality of mooring chains that connect both sides of the central part of the length of each tank ship 9 to the mooring dolphin 8. These chains allow the tank ship 9 to cope with large changes in water. The chain is designed to be able to move up and down without causing any slack.
第5図乃至第7図において、24は複数対の係留ドルフ
ィン8上に対ごとに架設された複数本の管理道路橋で、
各両端がそれぞれ護岸壁2および防波堤4の対向部4a
まで延びている。In FIGS. 5 to 7, reference numeral 24 denotes a plurality of managed road bridges constructed in pairs on a plurality of pairs of moored dolphins 8,
Each end is a facing part 4a of the seawall 2 and the breakwater 4, respectively.
It extends to
25は管理道路橋24の一側部に長さ方向に間隙を置い
て連続配置された複数の防油壁で、下端は水中に没する
。Reference numeral 25 denotes a plurality of oil-proof walls that are continuously arranged with gaps in the length direction on one side of the administrative road bridge 24, and the lower ends thereof are submerged in water.
26は管理道路橋24のコンクリート製橋脚頂板、27
はその上に設けられた通行路橋梁、28は橋脚頂板26
の側部にアンカーボルト29で固定されたH型鋼製の取
付部材、30はトラス構造をなす防油壁の取付枠で、こ
れがボルト31を介して取付部材28に固定されること
により水中防油壁25が橋脚頂板26に取付けられてい
る。26 is the concrete pier top plate of the administrative road bridge 24, 27
28 is the pier top plate 26.
A mounting member made of H-shaped steel is fixed to the side with anchor bolts 29, and 30 is a mounting frame for an oil-proof wall having a truss structure, which is fixed to the mounting member 28 via bolts 31 to provide underwater protection. An oil wall 25 is attached to the pier top plate 26.
32は介防油壁25の間隙を埋めるための防油板、33
はその固定ボルト、34は同ナツト、35は橋脚頂板2
6を支持する支柱である。32 is an oil-proof plate for filling the gap between the intervening oil-proof walls 25; 33
34 is the same nut, 35 is the pier top plate 2
This is a support that supports 6.
この防油壁25によって、漏油かタンクヤード3内の他
の水域に拡散するのが防止される。This oil-proof wall 25 prevents oil leakage from spreading to other water areas within the tank yard 3.
また防油壁は、管理道路橋24の下方において洋上に浮
遊する方式%式%
なお、第1図には示されていないが、各タンク船9の囲
りには第8図に示される定置式オイルフェンス36が設
けられることもある。In addition, the oil barrier is a type of oil barrier floating on the ocean below the administrative road bridge 24.Although not shown in Figure 1, there is a fixed oil barrier installed around each tank ship 9 as shown in Figure 8. A type oil boom 36 may also be provided.
これは不燃材でできており、管状フロート37とこれの
上下に連設された垂直フェンス38とフロート37およ
びフェンス38にまたがって設けられた多数のリブ39
とからなる。This is made of noncombustible material, and includes a tubular float 37, a vertical fence 38 connected above and below it, and a large number of ribs 39 provided across the float 37 and the fence 38.
It consists of
また垂直フェンス38は同図用こ示されるように波板で
できていてもよい。The vertical fence 38 may also be made of corrugated sheet metal as shown in the figure.
さらに管状フロート37は同図ハ、二に示されるように
水平方向に湾曲または屈曲されていて、波によってフェ
ンスが傾くのを防止している。Furthermore, the tubular float 37 is curved or bent in the horizontal direction, as shown in Figures C and 2, to prevent the fence from tilting due to waves.
管状フロート37は両端に設けられた連結板40を介し
て突合わせ状に連結されている。The tubular floats 37 are connected in a butt-like manner via connecting plates 40 provided at both ends.
41は連結ボルトである。41 is a connecting bolt.
またフェンス36の係留はワイヤまたはチェーンによっ
てなされる。The fence 36 is also moored by wire or chain.
このオイルフェンス36を設置することによって、各タ
ンク船9に万一漏油が生じた場合にもオイルフェンス3
6で囲まれた区画からの油の流出を防止することができ
る。By installing this oil fence 36, even if an oil leak occurs in each tank ship 9, the oil fence 36
It is possible to prevent oil from flowing out from the area surrounded by 6.
なお、第1図において42はシーバース、43はシーバ
ース配管橋、44はタンカー、45は船溜り防波堤、4
6は船溜りである。In addition, in Fig. 1, 42 is a sea berth, 43 is a sea berth pipe bridge, 44 is a tanker, 45 is a shipyard breakwater, and 4 is a sea berth.
6 is a boat pool.
この発明は、以上のとおり構成されているので、各タン
ク船9を確実に係留することができ、火災爆発、漏油等
に対し極めて高い安全性を確保することができる。Since the present invention is configured as described above, each tank ship 9 can be reliably moored, and extremely high safety can be ensured against fires, explosions, oil leaks, etc.
また防波堤4および防油壁25によって防油対策が二重
三重に施こされているため、万一タンク船9からの漏油
があってもヤード3外への油の拡散を確実に防ぐことが
できる。In addition, since the breakwater 4 and the oil barrier wall 25 provide double and triple oil prevention measures, even if oil leaks from the tank ship 9, it will surely prevent the oil from spreading outside the yard 3. I can do it.
図面はこの発明の実施例を示すもので、第1図はヤード
の平面図、第2図は防波堤の横断面図、第3図は洋上石
油タンクの部分横断面図、第4図は第1図の部分拡大図
、第5図は管理道路橋の側面図、第6図は同部分拡大横
断面図、第7図は同部分拡大平面図、第8図イ、用まオ
イルフェンスの部分斜視図、同図ハ、二は管状フロート
の平面図である。
2・・・・・・護岸壁、3・・・・・・タンクヤード、
4・・・・・・防波堤、8・・・・・・係留ドルフィン
。
9・・・・・・箱型洋上タンク船、23・・・・・・係
留チェーン、24・・・・・・管理道路橋、25・・・
・・・防油壁。The drawings show an embodiment of the present invention; Fig. 1 is a plan view of a yard, Fig. 2 is a cross-sectional view of a breakwater, Fig. 3 is a partial cross-sectional view of an offshore oil tank, and Fig. 4 is a partial cross-sectional view of an offshore oil tank. Figure 5 is a side view of the maintenance road bridge, Figure 6 is an enlarged cross-sectional view of the same part, Figure 7 is an enlarged plan view of the same part, Figure 8 A is a partial perspective view of the oil fence. Figures 1 and 2 are plan views of the tubular float. 2... Seawall, 3... Tank yard,
4... Breakwater, 8... Moored dolphin. 9... Box-shaped offshore tank ship, 23... Mooring chain, 24... Management road bridge, 25...
...Oilproof wall.
Claims (1)
波堤4と、同ヤード3内にタンク船をその両端において
巾方向に挾むように所定間隔置きに配置された複数対の
係留ドルフィン8と、これら各対の係留ドルフィン8の
間に1隻ずつ配置され、かつ少なくとも底壁および周側
壁が二重殻構造となされている複数の箱型洋上タンク船
9と、これらタンク船9の長さの中央部両舷と各係留ド
ルフィン8とを連結する複数の係留チェーン23と、前
記複数対の係留ドルフィン8上に各対ごとに架設され、
各両端がそれぞれ護岸壁2および防波堤4まで延びてい
る複数本の管理道路橋24と、これら管理道路橋24に
取付けられて下端が水中に没するか、または同橋24の
下方において洋上に浮遊する防油壁25とからなる可燃
性液体の洋上備蓄用タンクヤード。1 A seawall 2 and a breakwater 4 forming the outer shell of an offshore tank yard 3, a plurality of pairs of mooring dolphins 8 arranged at predetermined intervals in the same yard 3 so as to sandwich the tank ship in the width direction at both ends thereof, and each of these pairs. A plurality of box-shaped offshore tank ships 9 each arranged between a pair of moored dolphins 8 and having at least a bottom wall and a circumferential side wall having a double shell structure, and a central portion of the length of these tank ships 9. A plurality of mooring chains 23 connecting both sides and each mooring dolphin 8, each pair being installed on the plurality of pairs of mooring dolphins 8,
A plurality of managed road bridges 24 each extending to the seawall 2 and breakwater 4 at both ends, and which are attached to these managed road bridges 24 and whose lower ends are submerged in water or floating on the ocean below the bridges 24. A tank yard for offshore stockpiling of flammable liquids, consisting of an oil-proof wall 25.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54020362A JPS5913606B2 (en) | 1979-02-22 | 1979-02-22 | Tank yard for offshore storage of flammable liquids |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54020362A JPS5913606B2 (en) | 1979-02-22 | 1979-02-22 | Tank yard for offshore storage of flammable liquids |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55111510A JPS55111510A (en) | 1980-08-28 |
| JPS5913606B2 true JPS5913606B2 (en) | 1984-03-30 |
Family
ID=12024973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54020362A Expired JPS5913606B2 (en) | 1979-02-22 | 1979-02-22 | Tank yard for offshore storage of flammable liquids |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5913606B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011521818A (en) * | 2008-04-25 | 2011-07-28 | ナショナル ユニバーシティ オブ シンガポール | Offshore fuel storage facility |
-
1979
- 1979-02-22 JP JP54020362A patent/JPS5913606B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55111510A (en) | 1980-08-28 |
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