JPS59164499A - Double shell low temperature tank structure - Google Patents

Double shell low temperature tank structure

Info

Publication number
JPS59164499A
JPS59164499A JP3585583A JP3585583A JPS59164499A JP S59164499 A JPS59164499 A JP S59164499A JP 3585583 A JP3585583 A JP 3585583A JP 3585583 A JP3585583 A JP 3585583A JP S59164499 A JPS59164499 A JP S59164499A
Authority
JP
Japan
Prior art keywords
tank
outer tank
void space
liquid
roof
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.)
Pending
Application number
JP3585583A
Other languages
Japanese (ja)
Inventor
Tsutomu Tomita
冨田 勉
Katsujiro Hori
堀 勝次郎
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.)
Kawasaki Heavy Industries Ltd
Kawasaki Motors Ltd
Original Assignee
Kawasaki Heavy Industries Ltd
Kawasaki Jukogyo KK
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 Kawasaki Heavy Industries Ltd, Kawasaki Jukogyo KK filed Critical Kawasaki Heavy Industries Ltd
Priority to JP3585583A priority Critical patent/JPS59164499A/en
Publication of JPS59164499A publication Critical patent/JPS59164499A/en
Pending 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
    • F17C13/00Details of vessels or of the filling or discharging of vessels
    • F17C13/12Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures
    • F17C13/126Arrangements or mounting of devices for preventing or minimising the effect of explosion ; Other safety measures for large storage containers for liquefied gas
    • 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
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01Shape
    • F17C2201/0104Shape cylindrical
    • F17C2201/0109Shape cylindrical with exteriorly curved end-piece
    • 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
    • F17C2203/0602Wall structures; Special features thereof
    • F17C2203/0612Wall structures
    • F17C2203/0626Multiple walls
    • F17C2203/0629Two walls
    • 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
    • F17C2260/00Purposes of gas storage and gas handling
    • F17C2260/03Dealing with losses
    • F17C2260/035Dealing with losses of fluid
    • F17C2260/038Detecting leaked fluid
    • 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
    • F17C2260/00Purposes of gas storage and gas handling
    • F17C2260/04Reducing risks and environmental impact

Landscapes

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

Abstract

PURPOSE:To prevent breakdown of tank body by supporting the outer tank roof with liquid prevention bank thereby preventing destruction of outer tank even when it is damaged. CONSTITUTION:When the inner tank 5 is cracked due to earthquake while the outer tank 3' is damaged due to thermal shock to flow out the stored liquid 6, the entirety of outer tank is never destroyed because the outer tank roof 3'' installed with various pipes and machineries is supported by a liquid prevention bank 8', and never cause secondary or tertiary disaster. When low temperature liquidized gas 6 starts to flow out through crack, it is detected by a sensor 17 to input a signal to a controller 19 thus to remote open a valve provided in exhaust gas pipe 15. Liquidized gas 6 is gasified to increase pressure in a void space 9' then discharged through a discharge gas pipe 15 to a vent stack 16.

Description

【発明の詳細な説明】 く技術分類、分野〉 開示技術はLPG、LNG等の低温・液化ガス貯蔵タン
クの防液堤構造技術の分野シて属する。
[Detailed Description of the Invention] Technical Classification and Field The disclosed technology belongs to the field of liquid barrier structure technology for storage tanks for low-temperature and liquefied gases such as LPG and LNG.

〈要旨の解説〉 而して、この出、@の発明は炭素鋼製外槽の内部K バ
ーライ)・等の断熱材を介して9%Nl鋼、アルミ合金
等の低温材製の内槽が設けられ、そのタンク本体の外槽
側板外側に環状に筒状空間のボイドスペースを介してコ
ンクリート製防液堤が全周的に囲繞して設置されている
二重殻低温タンク構造るで関する発明であり、特に、核
防液堤かボイドスペースを狭くされ高さを外槽側板外側
まで在るよ51c して容量的には充分にl−て外槽側
板1.乞近接させて設け、更に該防液堤頂部に外漕屋根
を有隙的に、或は全周密閉的((、しかも、断熱材を付
設して支承させるようにし、而して、該ボイドスペース
土部にベントスタック、或は、フレアスタック等の排ガ
ス処理設備に連通ずる排ガスパイプ等の非常用漏出ガス
排出装置を設けた二重殻低温タンク構造に係る発明であ
る。
〈Explanation of the gist〉 Therefore, the invention of @ is that the inner tank made of low-temperature material such as 9%Nl steel or aluminum alloy is connected to the inside of the carbon steel outer tank through a heat insulating material such as 9% Nl steel or aluminum alloy. An invention relating to a double-shell low-temperature tank structure in which a concrete dike is installed around the entire circumference of the tank body through a void space of a cylindrical space on the outside of the outer tank side plate of the tank body. In particular, the void space of the nuclear liquid dike is narrowed and the height is extended to the outside of the outer tank side plate, so that the capacity is sufficiently l-1. The roof of the outer tank should be installed close to the top of the dike, and the roof of the outer tank should be installed on the top of the dike, either with a gap or sealed all around. This invention relates to a double-shell low-temperature tank structure in which an emergency leakage gas discharge device such as a vent stack or an exhaust gas pipe communicating with exhaust gas treatment equipment such as a flare stack is provided in the soil part of the space.

〈従来技術〉 周知の如く、LNG、LPG等の低温液化ガスタンクは
近時のエネルギー事情を反映して大型化が促進され、建
造のし易さ、コスト、運転条件、容量等の点から平底円
筒ドーム屋根の二重殻低温タンクが多く採用され、第1
図に示す様に設定エリヤ1に設けた基礎2上に炭素鋼製
の外槽3を設け、その内部にパーライト等の断熱材4を
介して9%Nl鋼、アルミ合一金製等の内槽5が設けら
れ、該内槽5内1cLNG、LPG等の低温液化ガス6
を貯溜受は払い運転するようにしている。
<Prior art> As is well known, low-temperature liquefied gas tanks such as LNG and LPG are becoming larger in size reflecting the recent energy situation, and flat-bottomed cylindrical tanks are being used in view of ease of construction, cost, operating conditions, capacity, etc. Double-shell cryogenic tanks with dome roofs were widely adopted, and
As shown in the figure, an outer tank 3 made of carbon steel is installed on a foundation 2 provided in a setting area 1, and an inner tank made of 9% Nl steel, aluminum alloy, etc. A tank 5 is provided, and in the inner tank 5 1 c of low-temperature liquefied gas 6 such as LNG, LPG, etc.
I try to pay the savings and drive.

而して、運転中タンク本体7に地震動等の荷重が印加さ
れて不測にして貯液が漏出した場合広範囲に流出して二
次災害の発生を防ぐためにタンク本体7の外側所定距離
々隔した部位にコンクリート製の防液堤8を設置して該
タンク本体7との間に全貯液量収納スペースのボイドス
ペース9を形成するようにしている。
Therefore, if a load such as an earthquake is applied to the tank body 7 during operation and the stored liquid leaks unexpectedly, the tank body 7 is spaced a predetermined distance apart from the outside of the tank body 7 to prevent it from leaking over a wide area and causing a secondary disaster. A concrete liquid barrier 8 is installed at the site to form a void space 9, which is a storage space for the total amount of liquid stored, between the tank body 7 and the tank body 7.

〈従来技術の問題点〉 さりながら、上述在来の二重殻低温タンクの構造ではタ
ンク本体7と防液堤8とが実質的に別体で離隔された構
造とされているために、不測にして万一内槽5に欠損が
生じ、低温貯液6が外槽3に流出接触するとその熱衝撃
、或は、外層3の低温靭性不足により該外槽3が破損す
る場合があり、この場合、外槽白木の重量、及び、屋根
、配管、付属機器の重量は相当なものであるため第2図
に示す様′VC該外43は勿論、該屋根、付属機器類も
全て倒壊するおそれがある欠点があった。
<Problems with the Prior Art> However, in the structure of the conventional double-shell cryogenic tank described above, the tank body 7 and the dike 8 are substantially separated and separated, so that unexpected problems may occur. If a defect occurs in the inner tank 5 and the low-temperature storage liquid 6 flows out and comes into contact with the outer tank 3, the outer tank 3 may be damaged due to the thermal shock or lack of low-temperature toughness of the outer layer 3. In this case, the weight of the outer tank plain wood, roof, piping, and attached equipment is considerable, so there is a risk that not only the VC 43 but also the roof and attached equipment will collapse as shown in Figure 2. There was a certain drawback.

これ1(より一挙に貯液6が流出し防液堤8をその流出
エネルギーによりオーバーフa、−して二次、三次の災
害を招来する可能性も出て来る不具合があった。
This (1) caused the problem that the stored liquid 6 leaked out all at once, causing the dike 8 to overflow due to the energy of the spill, potentially causing secondary and tertiary disasters.

特に、流出ガスが上昇して外槽屋根に触れる確率は高く
、それにょつ外槽と外槽に多く設けられている付属装備
機器損壊のおそれがある不利点があった。
In particular, there is a high probability that the effluent gas will rise and touch the roof of the outer tank, which has the disadvantage that there is a risk of damage to the outer tank and many of the attached equipment installed in the outer tank.

又、この様な外槽3の損壊が無かったとしても第3図に
示す様に内槽5がらの流出が外槽3を介してボイドスペ
ース9に及び、該ボイドスペース9に流出した貯液6は
常温状態の防液堤8、外槽3、及ヒ、ボイドスペース9
内の気体の顕熱を吸収して蒸発して第4図の様にガス6
′が増加し、防液堤8をオーバーフローし、外部の入熱
を得て第5図るで示す様に着火、爆発、火災発生をひき
起すおそれかあった。
Furthermore, even if the outer tank 3 had not been damaged in this way, as shown in FIG. 6 is a dike 8, an outer tank 3, a tank 3, and a void space 9 at room temperature.
It absorbs the sensible heat of the gas inside and evaporates, forming gas 6 as shown in Figure 4.
′ increased, overflowing the dike 8, and gaining heat from the outside, which could cause ignition, explosion, and fire as shown in Figure 5.

〈発明の目的〉 この出願の発明の目的は上述従来技術に基づく防液堤を
有する二重殻低温タンクの貯泥流出の問題点を解決すべ
き技術的課題とし、不測の事態による内外槽からの貯液
流出を不可避的なf@堤としながらも、ボイドスペース
で確実に安全に貯溜及び排出し、又、タンク屋根を防液
堤に支承させ、タンク本体の損壊を防止するようにして
エネルギー産業におけるタンク利用分野に益する優れた
二重殻低温タンク構造を提供せんとするものである。
<Object of the Invention> The object of the invention of this application is to solve the problem of mud leakage from a double-shell cryogenic tank having a liquid barrier based on the above-mentioned prior art, and to Although the leakage of stored liquid is caused by an unavoidable f@@bank, it is ensured and safely stored and discharged in the void space, and the tank roof is supported by the liquid protection bank to prevent damage to the tank body. It is an object of the present invention to provide an excellent double-shell cryogenic tank structure that is beneficial to the field of tank application in industry.

〈発明の構成〉 上述目的1(沿い先述特許請求の範囲を要旨とするこの
出願の発明の構成は前述問題点を解決するために、二重
殻低温タンクにLNG、LPG等の低温液化ガスを貯液
運転している際に不測にして内槽に亀裂等が生じ、貯液
が内外槽がらボイドスペースに流出すると外槽外Ill
 Kて近接して設置した防液堤間のボイドスペースでガ
ス化し該ボイドスペース上部に設けた漏出ガス排出装置
に捕集され、タンク外のフレアスタック、ベントスタッ
ク等により充分処理されるようにして防液堤外にガス拡
散した弘引火したりして二次、三次災害が生じないよう
にし、この場合、外層屋根を防液堤上端に支持させ、不
測にして外槽υζ損壊が生じても外槽の倒壊を防止し、
外槽屋根、付属機器類の損壊を防止するようにし、又、
その支持支承部を少なくとも異常時には密閉化すると共
に必要に応じ断熱材を内面π句設し、構造物としての耐
低温信頼性を良くし、更に支承部の熱衝撃を弱めるよう
にした技術的手段を講じたものである。
<Structure of the Invention> In accordance with the above-mentioned objective 1, the structure of the invention of this application whose gist is the scope of the above-mentioned claims is to solve the above-mentioned problems by storing low-temperature liquefied gas such as LNG or LPG in a double-shell cryogenic tank. If a crack or the like occurs unexpectedly in the inner tank during liquid storage operation, and the stored liquid flows out from the inner and outer tanks into the void space, the outer tank will be damaged.
The gas is gasified in the void space between the dikes installed in close proximity to each other, collected by the leakage gas exhaust device installed above the void space, and sufficiently disposed of by the flare stack, vent stack, etc. outside the tank. To prevent secondary and tertiary disasters caused by gas spreading outside the dike and igniting, in this case, the outer layer roof should be supported on the top of the dike, so that even if the outer tank υζ is accidentally damaged, it will not cause a secondary or tertiary disaster. Preventing the tank from collapsing,
To prevent damage to the outer tank roof and attached equipment, and
Technical means to seal the support bearing part at least in abnormal situations, and to install insulation material on the inner surface as necessary, to improve the low temperature resistance reliability of the structure and further weaken the thermal shock of the support part. This study included the following.

〈実施例−構成〉 次にこの出願の発明の実施例を第6図以下の図面に基づ
いて説明すれば以下の通りである。尚、第1〜5図と同
一態様部分については同一符号を用いて説明するものと
する。
<Embodiment - Configuration> Next, an embodiment of the invention of this application will be described as follows based on the drawings from FIG. 6 onwards. Note that the same parts as in FIGS. 1 to 5 will be described using the same reference numerals.

7′はこの出願の発明の要旨を成す二重殻低温タンクで
あり、図示態様では、例えば、LNG貯蔵用に供され、
設定エリヤ1のコンクリート基礎2′と一体に或はその
周縁に同コンクリート製の防液堤8′が建造されている
7' is a double shell low temperature tank which constitutes the gist of the invention of this application, and in the illustrated embodiment, it is used, for example, for LNG storage;
A liquid barrier 8' made of concrete is constructed integrally with or around the concrete foundation 2' of the setting area 1.

そして、該防液堤8′内には従来一般のボイドスペース
よりは狭いが高さが充分なボイドスペース9′を介して
タンク本体の外槽3′が設けられ、その内部だパーライ
ト等の側部保冷材4、発泡コンクリート等の底部保冷材
4′を介して内槽5が設置され、LNG5を貯溜運転さ
れるようにされている。
Inside the liquid barrier 8', an outer tank 3' of the tank body is provided via a void space 9' which is narrower than a conventional general void space but has sufficient height, and inside the outer tank 3', there is a side wall such as perlite. An inner tank 5 is installed via a bottom cold insulating material 4 and a bottom cold insulating material 4' such as foamed concrete, and is operated to store LNG 5.

尚、図示の都合上受は払いパイプ、マンホール、その他
の付属装備品は省略されている。
For convenience of illustration, pipes, manholes, and other accessories are omitted.

而して、この出願の発明においては外槽側板は防液堤8
′よりや〜高い高さにあり、外槽屋根3”の端部は核防
液堤8′の頂部に固定されており、その成句態様は第7
図に示す様に屋根の梁10を胴板11′VC連結し、該
胴板11を防液堤8′の頂部8”に固定し、これらの梁
10に板抜12をカバーし連続屋根として密閉させ、し
たがって、防液堤8′と外槽3′とカバー12及び胴板
11とでボイドスペース9′を密閉式にしておく。
Therefore, in the invention of this application, the outer tank side plate is the liquid barrier 8.
The end of the outer tank roof 3'' is fixed to the top of the nuclear liquid dike 8', and its phraseological aspect is the seventh.
As shown in the figure, the beams 10 of the roof are connected to the body plates 11'VC, and the body plates 11 are fixed to the top 8'' of the dike 8', and these beams 10 are covered with the cutouts 12 to form a continuous roof. Therefore, the void space 9' is sealed by the liquid barrier 8', the outer tank 3', the cover 12, and the body plate 11.

さりながら、設計たより開放型にして適宜密閉するよ5
1/!:遮断弁を設ける等の手段を用いても良い。
However, I will make it an open type according to the design and seal it as appropriate5.
1/! :Means such as providing a shutoff valve may be used.

そして、漏出ガスによりこれらの支持材、カバー材が脆
化するおそれがある場合はNl鋼やアルミ合金等の低温
材を用いたり、耐低温ライニングしたりするようにする
If there is a risk that these support materials and cover materials may become brittle due to leaked gas, use a low temperature material such as Nl steel or aluminum alloy, or provide a low temperature resistant lining.

すなわち、第8図に示す態様の如く、不測に備えて支持
材tcウレタン断熱材13等を添設して漏出ガス接触に
対処して熱衝撃に対処するようにされている。
That is, as in the embodiment shown in FIG. 8, supporting material tc urethane heat insulating material 13 and the like are added in preparation for unexpected situations to cope with leakage gas contact and to cope with thermal shock.

而して、第6図に詳示する様に所定数の吸引口を多数開
口した非常用漏出ガス排出装置してのリングパイプ或は
ノズル14が上記ボイドスペース9′の任意の場所に設
置されており、上記防液堤8′の頂部8′/と外槽屋根
3“連続カバ一部11を貫通して排ガスパイプ15が接
続外延され、防液堤8′の外部所定位置に設げたベント
スタック16に図示しない吸引ポンプを介して接続され
ている。
As shown in detail in FIG. 6, a ring pipe or nozzle 14 as an emergency leakage gas discharge device having a predetermined number of suction ports is installed at any location in the void space 9'. An exhaust gas pipe 15 is connected and extended through the top part 8'/ of the liquid barrier 8' and the continuous cover part 11 of the outer tank roof 3, and a vent is provided at a predetermined position outside the liquid barrier 8'. It is connected to the stack 16 via a suction pump (not shown).

なお、この場合、設計によっては第7図に点線で示すよ
うに排ガスパイプ15は同時に外槽内空間と連結しても
よい。
In this case, depending on the design, the exhaust gas pipe 15 may be connected to the outer tank interior space at the same time as shown by the dotted line in FIG.

そして、該ボイドスペース9′の底部或は外槽内の保冷
4内には周知の適宜の漏出ガス(液)センサ17が設け
られてケーブル18を介して上記ベントスタック16に
併設された制御装置19に電気的に接続されて上記吸引
ポンプを発停制御するようにされている。
A well-known suitable leakage gas (liquid) sensor 17 is installed at the bottom of the void space 9' or inside the cold storage 4 in the outer tank, and is connected to a control device attached to the vent stack 16 via a cable 18. 19 to control the start and stop of the suction pump.

〈実施例−作用〉 上述構成において、二重殻低温タンク7にLNG6を貯
溜して受は払い運転を行う過程(において、地震等によ
り不測のクラックが内槽5に発生し、外槽3′にも熱衝
撃により破損20が生じて貯液6が流出し始めても上述
の如く、各種パイプ、装備機器を付設する外槽屋根3“
が支持材10により防液堤8′に支持されているため核
外JlvJ3′が先述第2図に示す様に劣化しても屋根
部が防液堤8′に支持されているため外槽全体として倒
壊するおそれがなく、したがって、外、磨倒壊による内
槽の一層の破壊と言った二次三次の災害が無く、また補
1亦がし易く原状構造が維持される。
<Embodiment - Effect> In the above-described configuration, during the process of storing LNG 6 in the double-shell low temperature tank 7 and performing receiving and discharging operation (during the process, an unexpected crack occurs in the inner tank 5 due to an earthquake or the like, and the outer tank 3' Even if damage 20 occurs due to thermal shock and the stored liquid 6 begins to flow out, the outer tank roof 3" on which various pipes and equipment are attached, as described above,
is supported by the dike 8' by the supporting material 10, so even if the outer JlvJ3' deteriorates as shown in FIG. 2, the roof is supported by the dike 8', so the entire outer tank Therefore, there is no risk of secondary or tertiary damage such as further destruction of the inner tank due to wear and tear, and the original structure can be easily repaired.

而して、第1I、12図の・罎rK、該クラック20か
らLNGの低温液化ガス6が流出し始めると、センサー
1γが直ちにこれを検出してケーブル18な介して制御
装置19に検出信号を入力し、それにより手動または自
動的に排ガスパイプ15に設けた弁を遠隔開放し、排ガ
ス処理系統の機能を開始させる。
As shown in FIGS. 1I and 12, when the low-temperature liquefied gas 6 of LNG begins to flow out from the crack 20, the sensor 1γ immediately detects this and sends a detection signal to the control device 19 via the cable 18. is input, thereby manually or automatically remotely opening the valve provided in the exhaust gas pipe 15 and starting the function of the exhaust gas treatment system.

したがって、液化ガス26の流出ガス化によってボイド
スペース9′(及び外槽3′、3“)内の圧力が上昇す
ると、この圧力によってガスが排ガスバイブ15を経て
ベントスタック16に排出され所定に処理され、タンク
周囲には一切逸散しない。
Therefore, when the pressure inside the void space 9' (and the outer tanks 3', 3'') increases due to the outflow gasification of the liquefied gas 26, the gas is discharged to the vent stack 16 via the exhaust gas vibrator 15 due to this pressure and is processed as specified. and does not dissipate around the tank at all.

そのため、系外の蒸発ガスの放出、引火、爆発等は発生
しない。
Therefore, release of evaporative gas outside the system, ignition, explosion, etc. do not occur.

この間、エマ−ジエンシイ装置が作動して内槽5内の残
留貯液6は他タンクに移し代えられ、所定のパージのの
ち、適宜に破損部位の検査補修を開始子る。
During this time, the emergency device is operated to transfer the remaining liquid 6 in the inner tank 5 to another tank, and after a predetermined purge, inspection and repair of the damaged area is started as appropriate.

〈他の実施し0〉 尚、この出願の発明の実施態様は上述実施例に限るもの
でないことは勿論であり、例えば、非常用ガス排出装置
が完全であれば外槽屋根支持材の断熱材添設は付設しな
いで良くしたり、タンク基礎に凍結防止用ヒ〜りを設け
たり、或は、対象タンクを地下タンクだしたり(この場
合、地下コンクリート壁が防液堤に相当する)、ボイド
スペースに安全弁を設ける等種々の態様が採用可能であ
る。
<Other implementations 0> It goes without saying that the embodiments of the invention of this application are not limited to the above-mentioned embodiments. For example, if the emergency gas discharge device is complete, the insulation material of the outer tank roof support material It may be possible to do without attaching an attachment, or to install a freeze prevention hole on the tank foundation, or to take the target tank underground (in this case, the underground concrete wall is equivalent to a dike), or to prevent voids. Various aspects can be adopted, such as providing a safety valve in the space.

〈発明の効果〉 以上この出願の発明によれば、基本的に二重殻低温タン
クの内槽から低温貯液が不測にして漏出して外槽が熱衝
撃等により損傷しても外槽屋根が防液堤に支承されてい
ることにより該外槽自身は勿論、外装付膜受は払いパイ
プ類、付属設備類も損壊せず、点検修復することが出来
、破損も大きくならない優れた効果が奏される。
<Effects of the Invention> According to the invention of this application, basically, even if low-temperature stored liquid accidentally leaks from the inner tank of a double-shelled low-temperature tank and the outer tank is damaged due to thermal shock, etc., the outer tank roof will remain intact. Because it is supported by the dike, not only the outer tank itself, but also the outer membrane receiver, pipes, and attached equipment can be inspected and repaired without damage, which has the excellent effect of preventing major damage. It is played.

又、防液堤と外槽間して形成したボイドスペースに漏出
したガスは上昇するにつれ、非常漏出ガス排出装置によ
り防液堤から系外に漏出しないように捕集されてことご
とく排出処理されることにより拡散、引火、爆発等の二
次、三次災害を招くおそれもない優れた効果が奏される
In addition, as the gas leaks into the void space formed between the dike and the outer tank, as it rises, it is collected and completely discharged by the emergency leakage gas exhaust device to prevent it from leaking out of the system from the dike. As a result, an excellent effect can be achieved without causing any risk of secondary or tertiary disasters such as diffusion, ignition, or explosion.

更に防液堤頂部に外槽屋根端部を支持させ、少なくとも
異常時には密閉させるようだすることにより漏出ガスは
確実に防液堤外だ流出しない効果があり、該支持部に断
熱材をライニングすることにより支持部が熱衝撃((よ
り破損するおそれもない効果もあり、耐久性が向上する
利点がある。
Furthermore, by supporting the outer tank roof end on the top of the dike and sealing it at least in the event of an abnormality, it is possible to ensure that leaked gas does not leak outside the dike, and by lining the supporting portion with a heat insulating material. This has the advantage that the support part is less likely to be damaged by thermal shock ((), and its durability is improved.

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

第1図は従来技術に基づく二重殻低温タンクの断面図、
第2図は同タンク本体の損壊説明断面図、第3.4.5
図は同漏出液による災害説明側面図、第6図以下はこの
出願の発明の詳細な説明図であり、第6図は二重殻低温
タンク断面図、第7図外槽屋根支持部拡大断面図、第8
図は同第7図相当他の実施例の断面図、第9.1o図は
タンク損壊説明側面図、第11.12.13図は漏出ガ
ス排出説明側面図である。 3′・・外槽、      4.4′・・・断熱材5 
・内4曹、9’・・・ホ゛イドスペース、8′・・防液
堤、     7′・・・二重殻低温タンク、8“・頂
部、     3“・・・外槽屋根、14・・非常用漏
出ガス排出装置、 13・断熱(オ 出願人  111崎重工業株式会社
Figure 1 is a cross-sectional view of a double-shell cryogenic tank based on the prior art;
Figure 2 is a cross-sectional view explaining damage to the tank body, Section 3.4.5
Figure 6 is a side view explaining the disaster caused by the leaked liquid, Figure 6 and subsequent figures are detailed explanatory views of the invention of this application, Figure 6 is a sectional view of the double shell low temperature tank, and Figure 7 is an enlarged cross section of the outer tank roof support. Figure, 8th
The figures are a sectional view of another embodiment equivalent to Fig. 7, Fig. 9.1o is a side view illustrating damage to the tank, and Figs. 11, 12, and 13 are side views illustrating leakage gas discharge. 3'...outer tank, 4.4'...insulation material 5
・Inner 4th tank, 9'...Hoid space, 8'...Dike, 7'...Double shell low temperature tank, 8"...Top, 3"...Outer tank roof, 14...Emergency Leakage gas exhaust device, 13・Insulation (Applicant: 111 Saki Heavy Industries Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] (1)外槽に対して断熱材を介して内槽が設けられ更K
m外槽側板の外側+Cボイドスペースを介して防液堤が
囲繞設置されている二重殻低温タンク構造において、核
防液堤が該ボイドスペースを狭くされて外槽側板に近接
して設けられ、その高さが外槽側板頂部近傍まであるよ
うにされ、又外槽屋根が該防液堤上端6で支承されてお
り、而して該ホ゛イドスペース上部に非常用漏出ガス排
出装置が設けられていることを特徴とする二重殻低温タ
ンク構造。
(1) An inner tank is installed through a heat insulating material to the outer tank.
In a double-shell cryogenic tank structure in which a liquid barrier is installed surrounding the outside of the outer tank side plate M + C void space, the nuclear liquid barrier is installed close to the outer tank side plate with the void space narrowed. , its height is set to near the top of the outer tank side plate, and the outer tank roof is supported by the upper end 6 of the liquid barrier, and an emergency leakage gas discharge device is provided above the void space. A double-shell cryogenic tank structure characterized by:
(2)外槽に対して断熱材を介して内槽が設けられ更に
該外槽側板の外側にボイドスペースを介して防液堤が囲
繞設置されている二重殻低温タンク構造において、核防
液堤が該ボイドスペースを狭くされて外槽ip+u板に
近接して設けられ、その高さが外槽側板頂部近傍まであ
るようにされ、又外槽屋根が該防液堤上端に全問的に密
封状Cてされて支承されると共に該支承部に断熱材が設
けられ、而17て該ボイドスペース上部に非常用漏出ガ
ス排出装置が設けられていることを特徴とする二重殻低
温タンク構造。
(2) In a double-shell cryogenic tank structure in which an inner tank is provided to the outer tank via a heat insulating material, and a liquid barrier is installed surrounding the outer tank side plate via a void space, nuclear protection The liquid bank is provided close to the outer tank IP+U plate by narrowing the void space, and its height is set to near the top of the outer tank side plate, and the outer tank roof is placed all over the upper end of the liquid bank. 17. A double-shell cryogenic tank, characterized in that the tank is supported in a sealed manner and a heat insulating material is provided on the support portion, and an emergency leakage gas exhaust device is provided above the void space. structure.
JP3585583A 1983-03-07 1983-03-07 Double shell low temperature tank structure Pending JPS59164499A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3585583A JPS59164499A (en) 1983-03-07 1983-03-07 Double shell low temperature tank structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3585583A JPS59164499A (en) 1983-03-07 1983-03-07 Double shell low temperature tank structure

Publications (1)

Publication Number Publication Date
JPS59164499A true JPS59164499A (en) 1984-09-17

Family

ID=12453599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3585583A Pending JPS59164499A (en) 1983-03-07 1983-03-07 Double shell low temperature tank structure

Country Status (1)

Country Link
JP (1) JPS59164499A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023080156A1 (en) * 2021-11-05 2023-05-11 川崎重工業株式会社 Low-temperature liquefied gas tank

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023080156A1 (en) * 2021-11-05 2023-05-11 川崎重工業株式会社 Low-temperature liquefied gas tank

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