JPS6199798A - Ultralow temperature liquid accommodating tank - Google Patents

Ultralow temperature liquid accommodating tank

Info

Publication number
JPS6199798A
JPS6199798A JP21858084A JP21858084A JPS6199798A JP S6199798 A JPS6199798 A JP S6199798A JP 21858084 A JP21858084 A JP 21858084A JP 21858084 A JP21858084 A JP 21858084A JP S6199798 A JPS6199798 A JP S6199798A
Authority
JP
Japan
Prior art keywords
tank
wall
outer tank
temperature liquid
temperature
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
JP21858084A
Other languages
Japanese (ja)
Other versions
JPH0440600B2 (en
Inventor
Riichi Kobayashi
小林 理市
Kenichi Noguchi
憲一 野口
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP21858084A priority Critical patent/JPS6199798A/en
Publication of JPS6199798A publication Critical patent/JPS6199798A/en
Publication of JPH0440600B2 publication Critical patent/JPH0440600B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C3/00Vessels not under pressure
    • F17C3/02Vessels not under pressure with provision for thermal insulation
    • F17C3/025Bulk storage in barges or on ships
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2203/00Vessel construction, in particular walls or details thereof
    • F17C2203/06Materials for walls or layers thereof; Properties or structures of walls or their materials
    • F17C2203/0634Materials for walls or layers thereof
    • F17C2203/0636Metals
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2223/00Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
    • F17C2223/01Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
    • F17C2223/0146Two-phase
    • F17C2223/0153Liquefied gas, e.g. LPG, GPL
    • F17C2223/0161Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
    • F17C2270/00Applications
    • F17C2270/01Applications for fluid transport or storage
    • F17C2270/0102Applications for fluid transport or storage on or in the water
    • F17C2270/0105Ships

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PURPOSE:To obtain an ultralow temperature liquid accommodating tank free from the restriction for the construction ground by constituting the captioned tank from an outer tank constituted of double walls made of concrete and an inner tank made of metal which accommodates the ultralow temperature liquid and forming the outer tank into a construction which can be towed. CONSTITUTION:An outer tank 1 consists of a hollow box body which can be towed and made of prestressed concrete, etc. The outer tank has a double structure consisting of outer wall 11 and the inner walls 12, and an inner tank 2 is built into the inner wall 12. The gap between the inner wall 12 and the outer wall 11 serves as the flow passage 13 for the air supplied from a temperature adjusting apparatus 3. Said temperature adjusting apparatus 3 is installed onto the upper surface of the outer wall 11. The temperature adjusting apparatus 3 keeps the temperature of the supplied air always at 0 deg.C according to the signals of a plurality of sensors S installed onto the inner wall 12 of the outer tank 1.

Description

【発明の詳細な説明】 <I>産業上の利用分野 本発明はLNG等の超低温の液体を貯蔵するタンクに関
するものである。
DETAILED DESCRIPTION OF THE INVENTION <I> Industrial Application Field The present invention relates to a tank for storing ultra-low temperature liquid such as LNG.

<fl>従来の技術 例えば、マイナス100度以下の超低温の液体を貯蔵す
るタンクでは、タンク自体はもちろん、その周囲の地盤
までが凍結してタンクが損傷したり、タンクをおしあげ
る力が発生したりする。
<fl> Conventional technology For example, in a tank that stores liquid at an ultra-low temperature of -100 degrees Celsius or less, not only the tank itself but also the ground around it may freeze, damaging the tank or creating a force that pushes the tank down. I do things.

また外気温が高くなると液化された貯蔵物が蒸発を促進
して、品質管理からも好ましくない情況を生じる。
Furthermore, when the outside temperature rises, the liquefied stored material accelerates evaporation, resulting in an unfavorable situation from a quality control perspective.

さらに超低温液収納タンクのように、巨大で複雑な構造
物を構築するための立地条件がととのっている場所は、
楡めて限定されている。
Furthermore, in places where the location conditions are suitable for constructing huge and complex structures such as ultra-low temperature liquid storage tanks,
It is strictly limited.

<l[>本発明が解決しようとする問題点本発明はこう
した点に鑑み成されたもので、外部やタンク自体に低温
による悪い影響を与えることがなく、また超低温液収納
タンクを、諸設備の十分整った港湾施設等で、曳航可能
な構造に構築して目的地まで曳航し、着底、埋め戻しを
行うことによって、建設立地による制限を受けることの
ない、超低温液収納タンクを提供することを目的とする
<l[>Problems to be Solved by the Present Invention The present invention has been developed in view of these points, and it does not have any negative effects due to low temperature on the outside or the tank itself, and also allows the ultra-low temperature liquid storage tank to be used in various facilities. To provide a cryogenic liquid storage tank that is not limited by the construction location by constructing a towable structure in a well-equipped port facility, towing it to the destination, landing on the bottom, and backfilling. The purpose is to

く■〉問題点を解決するための手段 本発明では、プレストレストコンクリートによる二重構
造の曳航可能な外槽と、この外檜内に内蔵された、超低
温液を収納する金属製の内槽とで構成する。
■〉Means for solving the problem The present invention has a double-structured towable outer tank made of prestressed concrete, and a metal inner tank that stores ultra-low temperature liquid built into the outer tank. Configure.

なお内槽、外槽間には保冷層を設番プでおく。In addition, a cold insulation layer is installed between the inner tank and the outer tank.

そして、外槽の二重g1間を空気の流路とし、流路に加
熱または冷却した空気を送込む温調装置を設置する。
Then, the space between the double g1 of the outer tank is used as an air flow path, and a temperature control device is installed to feed heated or cooled air into the flow path.

さらに外槽の内壁の数箇所に温調装置と連絡するセンサ
ーを設置し、流路を常にO”Cに保っておくよう構成し
た。
Furthermore, sensors communicating with the temperature control device were installed at several locations on the inner wall of the outer tank to keep the flow path at O''C at all times.

<V>実施例 次に本発明の一実施例について図面をもとに説明する。<V> Example Next, one embodiment of the present invention will be described based on the drawings.

本発明に使用する超低温液収納タンクは、二重構造で曳
航可能な外槽1内に、内槽2を内蔵した構造である。
The ultra-low temperature liquid storage tank used in the present invention has a double-structured structure in which an inner tank 2 is built into an outer tank 1 that can be towed.

(イ)外槽 外槽1はプレストレストコンクリート等による曳航可能
な中空の箱体である。
(a) Outer tank The outer tank 1 is a towable hollow box made of prestressed concrete or the like.

そして外壁11、内壁12による二重構造となっており
、内壁12内に後述の内槽2を内蔵する。
It has a double structure with an outer wall 11 and an inner wall 12, and an inner tank 2, which will be described later, is built into the inner wall 12.

内壁12と外壁11間の間隙は、後述する温調装置3か
らの空気の流路13とする。
The gap between the inner wall 12 and the outer wall 11 serves as a flow path 13 for air from the temperature control device 3, which will be described later.

そして外壁11の上面に温!l1ii13を設iする。And there is warmth on the top of the outer wall 11! Set up l1ii13.

111@13は、外部から空気を取入れて加熱もしくは
冷却し、流路13に送込む装置である。
111@13 is a device that takes in air from the outside, heats or cools it, and sends it into the flow path 13.

温調装置3からの空気は、流路13内に送り込まれ内槽
2の周囲を循環する。
Air from the temperature control device 3 is sent into the flow path 13 and circulated around the inner tank 2 .

そして温調装置3は外槽1の内壁12に複数箇所設置し
たセンサーSの信号によって、送込む空気の温度を常に
0℃に保つよう構成する。
The temperature control device 3 is configured to constantly maintain the temperature of the air being fed at 0° C. based on signals from sensors S installed at a plurality of locations on the inner wall 12 of the outer tank 1.

なお流路13内の空気を循環させずに、内槽2の底面を
回って来た空気を外部に放出するよう構成することも考
えられる。
It is also conceivable that the air flowing around the bottom of the inner tank 2 be discharged to the outside without circulating the air in the flow path 13.

(ロ)内槽 内槽2は、メンブレンあるいはセミメンブレンタイプ等
の従来の貯蔵タンクを使用する。
(b) Inner tank The inner tank 2 uses a conventional storage tank such as a membrane or semi-membrane type.

そして外槽1の内壁12内の中空部分に内蔵できる大き
ざとする。
The size is such that it can be built into the hollow part of the inner wall 12 of the outer tank 1.

このとき外槽1と内槽2Bには保冷材4を設置する。At this time, cold insulators 4 are installed in the outer tank 1 and the inner tank 2B.

また外槽1内を幾つかに区切ってそれぞれの空間内に内
12を内蔵させることも考えられる。
It is also conceivable to divide the inside of the outer tank 1 into several spaces and incorporate the inner tank 12 into each space.

この場合は各ブロックごとに流路13を設け、外槽1に
は各ブロックごとに温調装ai3を設置することも考え
られる。
In this case, it is also conceivable to provide a flow path 13 for each block, and to install a temperature control device ai3 in each block in the outer tank 1.

次に上記の超低温液収納タンクの作動状態について説明
する。
Next, the operating state of the above cryogenic liquid storage tank will be explained.

ドック等で建設が終了したら目的地まで曳航し、着底、
埋め戻しを行ない半地下式の貯蔵タンクとして使用する
Once construction is completed at the dock, etc., the vessel is towed to its destination, reaches the bottom, and
It will be backfilled and used as a semi-underground storage tank.

(イ)超低温液の貯蔵 内槽2内の貯蔵物が超低温液であるがら、外槽1の内壁
12や外壁11が冷却されてしまい損傷が生じることが
ある。
(a) Storage of ultra-low-temperature liquid Although the stored material in the inner tank 2 is an ultra-low-temperature liquid, the inner wall 12 and outer wall 11 of the outer tank 1 may be cooled and damaged.

そこで外槽1の外壁11、内!!12を常に0℃に保つ
ように流路13に加熱した流体を送込む。
So, the outer wall 11 of the outer tank 1, inside! ! A heated fluid is sent into the channel 13 so that the temperature of the fluid 12 is always maintained at 0°C.

流路13は、外槽1の内壁12の複数箇所に設置された
センサーSによって、常に流路13が0℃を保っている
ように温調装置3が働く。
The temperature control device 3 operates so that the flow path 13 is always kept at 0° C. by sensors S installed at multiple locations on the inner wall 12 of the outer tank 1.

(ロ)外気温が高くなった場合 外気温が轟くなると、貯蔵物が蒸発する恐れがある。(b) When the outside temperature becomes high If the outside temperature becomes roaring, there is a risk that the stored material will evaporate.

この場合は、流路13内の温度が0℃より上昇すると、
それを感知したセンサーSが1111i113に信号を
送る。
In this case, when the temperature inside the flow path 13 rises above 0°C,
Sensor S detects this and sends a signal to 1111i113.

温調装置3は冷却した空気を流路13に送り込んで流路
13内の温度が0℃より上昇しないよう調整する。
The temperature control device 3 feeds cooled air into the flow path 13 and adjusts the temperature within the flow path 13 so that it does not rise above 0°C.

< Vl >発明の効果 本発明は、以上説明したようになるので、次のような効
果を期待することができる。
<Vl> Effects of the Invention Since the present invention has been described above, the following effects can be expected.

(イ)外槽は内壁、外壁からなる二重構造であり、内壁
は二次防壁、外壁は防波堤の機能をはたし、さらにガス
漏れや液漏れに対しての安全性も高められる。
(b) The outer tank has a double structure consisting of an inner wall and an outer wall, with the inner wall functioning as a secondary barrier and the outer wall functioning as a breakwater, and further improving safety against gas and liquid leaks.

(ロ)半地下構造のため土圧、液圧のほか寒冷地におい
では凍土圧等の外力を受けるが、それらに対してはまず
外壁の変形で外力エネルギーを吸収することにより、直
接タンクあるいは二次防壁としての内壁に力が加わらず
、従来の防波堤以上に構造及び機能上の安全性が高めら
れる。
(b) Because it is a semi-underground structure, it is subject to external forces such as earth pressure, hydraulic pressure, and frozen soil pressure in cold regions, but by first absorbing the external force energy by deforming the outer wall, it is possible to deal with these forces directly by tank or secondary tank. Since no force is applied to the inner wall as a secondary breakwater, structural and functional safety is improved compared to conventional breakwaters.

(ハ)底板にダブルハル構造を採用すると剛性が大きく
、不同沈下の発生する可能性も小さいので構造上の安全
性が高められる。
(c) Adopting a double-hull structure for the bottom plate increases rigidity and reduces the possibility of uneven settlement, increasing structural safety.

また外槽に低温脆性のないコンクリートを用いると、二
次防壁、防液堤としてさらに構造的に信頼度の高いもの
となる。
Furthermore, if concrete, which is free from low-temperature brittleness, is used for the outer tank, it will have even higher structural reliability as a secondary barrier or liquid barrier.

(ニ)二重構造の内外壁内の流路は、単に流路としてだ
けでなく、ガス漏れ、液漏れの監視スペースとして利用
できる。
(d) The channels in the inner and outer walls of the double structure can be used not only as channels but also as spaces for monitoring gas and liquid leaks.

(ホ)流路内に複数箇所設けたセンサーの信号によって
、流路内の温度を常に0℃に保つ温調itを設置した。
(e) Temperature control IT was installed to constantly maintain the temperature in the flow path at 0° C. using signals from sensors installed at multiple locations within the flow path.

従って、貯蔵タンクとして使用する際に環境の温度変化
等によって貯蔵物が変質したり、超低温液収納タンク自
体が損傷を受ける恐れがない。
Therefore, when used as a storage tank, there is no risk that the stored material will be altered due to environmental temperature changes or that the ultra-low temperature liquid storage tank itself will be damaged.

またほぼ0℃にコントロールすることにより、ボイルオ
フ門もその範囲で経済的なバランスをとることができる
Furthermore, by controlling the temperature to approximately 0°C, the boil-off gate can also be economically balanced within that range.

(へ)外壁はコンクリート製であるため補修が可能であ
る。
(f) The exterior walls are made of concrete, so they can be repaired.

(ト)超低温液を収納する内槽を、曵11A nJ能な
外槽内に内蔵した。
(g) The inner tank for storing the ultra-low temperature liquid was built into the outer tank with a capacity of 11A nJ.

従って巨大でi雑なu4造の超低温液収納タンクを、陸
上に建設するとぎのように建設立地に制限を受けない。
Therefore, there are no restrictions on the location of construction, as there would be if a huge and crude U4-shaped ultra-low temperature liquid storage tank were built on land.

すなわち、設備が充分整ったドック等の製作場所で建設
し、どこでも所定の目的地に曳航して設置することがで
きる。
That is, it can be constructed at a production site such as a dock with sufficient equipment, and then towed and installed at any predetermined destination.

したがって高精度、高品質の機能をそなえることができ
、さらに工期を十分とれない寒冷地にも容易に設置する
ことができる。
Therefore, it is possible to provide high-precision, high-quality functions, and it can also be easily installed in cold regions where construction time is not sufficient.

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

第1図:本発明の超低温液収納タンクの斜視図第2図:
本発明の超低温液収納タンクの断面説明1:外槽 2:
内槽 3:温調装置
Figure 1: Perspective view of the ultra-low temperature liquid storage tank of the present invention Figure 2:
Cross-sectional description of the ultra-low temperature liquid storage tank of the present invention 1: Outer tank 2:
Inner tank 3: Temperature control device

Claims (1)

【特許請求の範囲】 コンクリート製の二重の壁によって構成した外槽と、 超低温液を収納する金属製の内槽から構成し、外槽を曳
航可能な構造物に形成し、 外槽の二重壁の間を空気流通路として連通し、この流通
路内の温度を零度に維持するように構成した、 超低温液収納タンク。
[Claims] Consisting of an outer tank with double walls made of concrete and an inner tank made of metal for storing ultra-low temperature liquid, the outer tank is formed into a towable structure, and the outer tank has two walls: An ultra-low temperature liquid storage tank configured to communicate between heavy walls as an air flow path and maintain the temperature within this flow path at zero degrees.
JP21858084A 1984-10-19 1984-10-19 Ultralow temperature liquid accommodating tank Granted JPS6199798A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21858084A JPS6199798A (en) 1984-10-19 1984-10-19 Ultralow temperature liquid accommodating tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21858084A JPS6199798A (en) 1984-10-19 1984-10-19 Ultralow temperature liquid accommodating tank

Publications (2)

Publication Number Publication Date
JPS6199798A true JPS6199798A (en) 1986-05-17
JPH0440600B2 JPH0440600B2 (en) 1992-07-03

Family

ID=16722174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21858084A Granted JPS6199798A (en) 1984-10-19 1984-10-19 Ultralow temperature liquid accommodating tank

Country Status (1)

Country Link
JP (1) JPS6199798A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49111215A (en) * 1973-01-31 1974-10-23
JPS54158042A (en) * 1978-06-02 1979-12-13 Mitsubishi Heavy Ind Ltd Construction method for low-temperature tank

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49111215A (en) * 1973-01-31 1974-10-23
JPS54158042A (en) * 1978-06-02 1979-12-13 Mitsubishi Heavy Ind Ltd Construction method for low-temperature tank

Also Published As

Publication number Publication date
JPH0440600B2 (en) 1992-07-03

Similar Documents

Publication Publication Date Title
US4718459A (en) Underwater cryogenic pipeline system
US2896416A (en) Means for the transportation and storage of cold boiling liquefied hydrocarbon gas
US3407606A (en) Underground cavern storage for liquefied gases near atmospheric pressure
US2986011A (en) Cold liquid storage tank
US20100058780A1 (en) Liquefied Gas Storage Tank and Marine Structure Including the Same
US3313116A (en) Method for cooling and filling liquefied gas transport and storage tanks
EP2320123A1 (en) Double barrier for liquefied gas storage tank and method of constructing the same
JPS6199798A (en) Ultralow temperature liquid accommodating tank
JP2016531793A (en) Floating marine structure and temperature control method for floating marine structure
DE2156420B2 (en) DEVICE FOR FLOOR FREEZING USING LIQUID NITROGEN
JPH04312297A (en) Entire underground type cold liquefied gas tank
WO2018019434A1 (en) Method and apparatus for freezing ground areas bordering a shaft by means of a liquefied gas
GB1040181A (en) Improvements in or relating to underground gas storage tanks
JP3051895B2 (en) Rock tank for high pressure gas storage
KR20110133658A (en) Insulation structure of cargo hold
KR20100127470A (en) Floating structure having storage tanks arranged in plural rows
JPS5817394B2 (en) Refrigerator inside bedrock
US3095107A (en) Stabilization means for storage tanks
KR101177819B1 (en) Lng cargo pumping system in 2-row type lng cargo containment system
EP3850263A1 (en) Tank
JP3309143B2 (en) LNG rock storage tank
JPH0792196B2 (en) Safety device for injection pipe of underground facility for pressure liquefied gas storage
KR20150011436A (en) Insulation system of floating marine structure
KR101599292B1 (en) Loading and unloading apparatus for storage tanks and floating structure having the apparatus
JPS6126720Y2 (en)