JPH10101191A - Low temperature tank - Google Patents

Low temperature tank

Info

Publication number
JPH10101191A
JPH10101191A JP8254540A JP25454096A JPH10101191A JP H10101191 A JPH10101191 A JP H10101191A JP 8254540 A JP8254540 A JP 8254540A JP 25454096 A JP25454096 A JP 25454096A JP H10101191 A JPH10101191 A JP H10101191A
Authority
JP
Japan
Prior art keywords
tank
low
temperature
outer tank
inner 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.)
Pending
Application number
JP8254540A
Other languages
Japanese (ja)
Inventor
Tadataka Nakachi
唯渉 仲地
Nobumi Karasuno
信美 烏野
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP8254540A priority Critical patent/JPH10101191A/en
Publication of JPH10101191A publication Critical patent/JPH10101191A/en
Pending legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PROBLEM TO BE SOLVED: To inexpensively realize a low temp. tank capable of preventing the leakage of low temp. liquefied gas to the outside of an outer tank when an inner tank is damaged by an earthquake or the like by construction due to easy execution control. SOLUTION: In a low temp. tank 19 having a double shell structure consisting of an inner tank 2 and the outer tank 3 surrounding the inner tank 2, the side plate 4 and bottom plate 5 of the outer tank are constituted of the same material for low temp. as the inner tank 2 and a bottom part cold heat-resistant relaxing material 20 having heat insulating properties is liquidtlghtly laid on the upper surface of the bottom plate 5 of the outer tank and the inner tank 2 is arranged on this bottom part cold heat-resistant relaxing material 20 and the outer tank 3 and the inner tank 2 are respectively connected so as to be capable of permitting relative displacement at a time of low temp. shrinkage to the foundation 6 and the side plate 4 of the outer tank is made possible to function as a liquid preventing bank without hindrance.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、内槽と外槽とから
成る二重殻構造の低温タンクに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-shell cryogenic tank comprising an inner tank and an outer tank.

【0002】[0002]

【従来の技術】図3はLNG、LPG等の低温液化ガス
12を貯蔵する低温タンク1の一例を示すもので、この
種の低温タンク1は、内槽2と該内槽2を包囲する外槽
3とから成る二重殻構造となっており、前記内槽2と外
槽3との間には、パーライト等の保冷材が充填されてタ
ンク内外の断熱が図られるようになっている。
2. Description of the Related Art FIG. 3 shows an example of a low-temperature tank 1 for storing a low-temperature liquefied gas 12 such as LNG, LPG, etc. This kind of low-temperature tank 1 has an inner tank 2 and an outer tank surrounding the inner tank 2. It has a double shell structure composed of a tank 3, and a space between the inner tank 2 and the outer tank 3 is filled with a cooling material such as pearlite so as to provide heat insulation inside and outside the tank.

【0003】前記外槽3は、その胴部分を成す円筒状の
外槽側板4の下面を外槽底板5により閉塞されて基礎6
上に設置され且つ前記外槽側板4の上面をドーム型の外
槽屋根7により閉塞された構造となっており、また、前
記内槽2は、胴部分を成す円筒状の内槽側板8の下面を
内槽底板9により閉塞されて前記外槽底板5上に底部保
冷層10を介して設置され且つ前記内槽側板8の上面を
ドーム型の内槽屋根11により閉塞された構造となって
おり、直接的に低温液化ガス12に接触することになる
内槽側板8、内槽底板9、内槽屋根11については脆化
遷移温度が低い低温用材料により構成され、断熱構造を
隔てた外槽側板4、外槽底板5、外槽屋根7については
通常の常温用材料で構成されている。
The outer tub 3 has a cylindrical outer tub side plate 4 forming a body portion, the lower surface of which is closed by an outer tub bottom plate 5 to form a foundation 6.
The inner tub 2 has a structure in which the upper surface of the outer tub side plate 4 is closed by a dome-shaped outer tub roof 7, and the inner tub 2 has a cylindrical inner tub side plate 8 forming a body portion. The lower surface is closed by the inner tank bottom plate 9, installed on the outer tank bottom plate 5 via the bottom insulating layer 10, and the upper surface of the inner tank side plate 8 is closed by a dome-shaped inner tank roof 11. The inner tank side plate 8, inner tank bottom plate 9, and inner tank roof 11, which come into direct contact with the low-temperature liquefied gas 12, are made of a low-temperature material having a low embrittlement transition temperature. The tank side plate 4, the outer tank bottom plate 5, and the outer tank roof 7 are made of a normal room temperature material.

【0004】図4に示す如く、前記内槽2の基礎6に対
する連結は、低温液化ガス12の貯蔵により低温収縮す
る内槽2の基礎6に対する相対変位を許容し得るよう複
数本の可撓性を有するアンカーストラップ13により行
われており、該アンカーストラップ13は基礎6に埋設
されたアンカーストラップボックス14の底部に下端を
固定して縦方向に延び且つ上端を内槽側板8の下側部分
における円周方向複数箇所に夫々固定してある。
[0004] As shown in FIG. 4, the connection of the inner tank 2 to the base 6 is performed by a plurality of flexible members so as to allow relative displacement of the inner tank 2 to the base 6, which contracts at a low temperature due to the storage of the low-temperature liquefied gas 12. The anchor strap 13 has a lower end fixed to the bottom of an anchor strap box 14 embedded in the foundation 6, extends vertically, and has an upper end in the lower portion of the inner tank side plate 8. Each is fixed at a plurality of positions in the circumferential direction.

【0005】一方、前記外槽3の基礎6に対する連結
は、通常において外槽3の低温収縮を考慮する必要がな
い為、外槽側板4の下側部分における円周方向複数箇所
に突設された孔あきブラケット15に対し、基礎6に植
設されたアンカーボルト16を通してナット17で締結
固定することにより行われている。
On the other hand, the connection of the outer tub 3 to the foundation 6 is usually provided at a plurality of circumferential locations on the lower portion of the outer tub side plate 4 because it is not necessary to consider the low temperature shrinkage of the outer tub 3. This is performed by fastening and fixing with a nut 17 to the perforated bracket 15 through an anchor bolt 16 implanted in the foundation 6.

【0006】このように構成された低温タンク1におい
ては、大型の地震が発生した場合、内部に低温液化ガス
12を貯蔵している内槽2には大きな慣性力が作用する
ことになるので、外槽3側が地震力に耐え得る十分な強
度を有していたとしても、内槽2側が破損して低温液化
ガス12が漏出してしまう虞れがある。
In the low temperature tank 1 configured as described above, when a large earthquake occurs, a large inertial force acts on the inner tank 2 storing the low temperature liquefied gas 12 therein. Even if the outer tub 3 has sufficient strength to withstand seismic force, the inner tub 2 may be damaged and the low-temperature liquefied gas 12 may leak.

【0007】万一、低温液化ガス12が内槽2から漏出
した場合には、常温用材料から成る外槽側板4や外槽底
板5が急激に冷却されて低温脆化により破損したり、或
いは、アンカーボルト16及びナット17により孔あき
ブラケット15を介して基礎6に固定締結されている部
分に外槽底板5の急激な低温収縮による応力が集中して
破損し、外槽3の外部にまで低温液化ガス12が漏出し
てしまう可能性がある。
If the low-temperature liquefied gas 12 leaks from the inner tank 2, the outer tank side plate 4 and the outer tank bottom plate 5, which are made of a material for normal temperature, are rapidly cooled and are damaged by low-temperature embrittlement, or The stress caused by the sudden low-temperature shrinkage of the outer tank bottom plate 5 concentrates on the portion fixed and fastened to the foundation 6 through the perforated bracket 15 by the anchor bolts 16 and the nuts 17 and breaks down to the outside of the outer tank 3. The low temperature liquefied gas 12 may leak.

【0008】この為、一般的には、周辺環境の汚染等の
二次災害を未然に防止する為、低温タンク1の周囲を防
液堤18(図3参照)により距離を隔てて取り囲むか、
或いは、図5に示す如く、PC(プレストレストコンク
リート)製の防液堤18’を低温タンク1の外槽側板4
に極力近づけて配置するようにしていた。
For this reason, in general, in order to prevent secondary disasters such as pollution of the surrounding environment, the surroundings of the low-temperature tank 1 may be surrounded by a dike 18 (see FIG. 3) at a distance,
Alternatively, as shown in FIG. 5, a liquid barrier 18 'made of PC (prestressed concrete) is attached to the outer tank side plate 4 of the low-temperature tank 1.
Was arranged as close as possible.

【0009】[0009]

【発明が解決しようとする課題】しかしながら、前者の
ように、低温タンク1の周囲を防液堤18により距離を
隔てて取り囲むようにした場合には、防液堤18によっ
て占有される敷地面積が広くなり、土地代や防液堤18
内の安全対策費が高騰するという問題があった。
However, when the periphery of the low-temperature tank 1 is surrounded by the dike 18 at a distance as in the former case, the area of the site occupied by the dike 18 is reduced. It becomes wide, land cost and dike 18
There was a problem that the cost of safety measures in the house would rise.

【0010】一方、後者のように、PC製の防液堤1
8’を低温タンク1の外槽側板4に極力近づけて配置す
るようにした場合には、PC製の防液堤18’自体の建
設費が高くつく上に、その建設時に土木工事と機械工事
とが錯綜する為に施工管理が困難であるという問題があ
った。
On the other hand, as in the latter, a PC-made dike 1
If 8 'is arranged as close as possible to the outer tank side plate 4 of the low-temperature tank 1, the construction cost of the PC-made liquid barrier 18' itself is high, and civil and mechanical work is required at the time of construction. However, there is a problem that construction management is difficult because of complicated operations.

【0011】本発明は上述の実情に鑑みてなしたもの
で、地震等による内槽の破損時に低温液化ガスが外槽外
部にまで漏出することを防止し得る低温タンクを、安価
に且つ容易な施工管理による建設で実現することを目的
としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and provides an inexpensive and easy-to-use low-temperature tank that can prevent low-temperature liquefied gas from leaking to the outside of the outer tank when the inner tank is damaged due to an earthquake or the like. It is intended to be realized by construction by construction management.

【0012】[0012]

【課題を解決するための手段】本発明は、内槽と該内槽
を包囲する外槽とから成る二重殻構造の低温タンクにお
いて、外槽側板及び外槽底板を内槽と同様の低温用材料
により構成し、前記外槽底板上面に断熱性を有する底部
冷熱抵抗緩和材を液密に敷設して該底部冷熱抵抗緩和材
上に内槽を設置し、前記外槽及び内槽の夫々を基礎に対
し低温収縮時の相対変位を許容し得るよう連結したこと
を特徴とするものである。
SUMMARY OF THE INVENTION The present invention is directed to a low temperature tank having a double shell structure comprising an inner tank and an outer tank surrounding the inner tank, wherein the outer tank side plate and the outer tank bottom plate have the same low temperature as the inner tank. A heat insulating material having a heat insulating property on the bottom surface of the outer tank bottom plate in a liquid-tight manner, and installing an inner tank on the lower heat resistance reducing material, and each of the outer tank and the inner tank. Are connected to the base so as to allow relative displacement during shrinkage at low temperature.

【0013】従って本発明では、地震等による内槽の破
損時に低温液化ガスが低温タンクの外部に漏出しても、
外槽側板及び外槽底板が低温用材料で構成されているの
で、これら外槽側板及び外槽底板が低温脆化により破損
することがなく、また、外槽底板は断熱性を有する底部
冷熱抵抗緩和材により液密に被覆されているので、外槽
側板が低温液化ガスと直に接触して急激に低温収縮する
ことが回避されて外槽底板と基礎との間の相対変位が少
なくなり、しかも、外槽についても内槽側と同様に低温
収縮時における基礎に対する相対変位を許容し得るよう
基礎に連結してあるので、外槽底板の低温収縮による応
力集中で破損が生じることもなくなる。
Therefore, according to the present invention, even if the low-temperature liquefied gas leaks out of the low-temperature tank when the inner tank is damaged by an earthquake or the like,
Since the outer tub side plate and the outer tub bottom plate are made of a material for low temperature, the outer tub side plate and the outer tub bottom plate are not damaged by low-temperature embrittlement, and the outer tub bottom plate has a heat insulating bottom heat resistance. Since the outer tank side plate is in direct contact with the low-temperature liquefied gas and is prevented from rapidly shrinking at a low temperature, the relative displacement between the outer tank bottom plate and the base is reduced, Moreover, since the outer tank is connected to the foundation so as to allow relative displacement with respect to the foundation at the time of low-temperature shrinkage similarly to the inner tank side, breakage due to stress concentration due to low-temperature shrinkage of the outer tank bottom plate does not occur.

【0014】これによって、外槽側板を支障なく防液堤
として機能させることが可能となり、内槽から漏出した
低温液化ガスを外槽内に留めて低温タンクの外部への漏
出を防止することが可能となる。
This makes it possible for the outer tank side plate to function as a liquid barrier without hindrance, and to keep the low-temperature liquefied gas leaked from the inner tank in the outer tank to prevent the low-temperature tank from leaking outside. It becomes possible.

【0015】[0015]

【発明の実施の形態】以下本発明の実施の形態を図面を
参照しつつ説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0016】図1及び図2は本発明を実施する形態の一
例を示すもので、図3と同一の符号を付した部分は同一
物を表わしている。
FIGS. 1 and 2 show an example of an embodiment of the present invention, in which the same reference numerals as in FIG. 3 denote the same parts.

【0017】前述した図3の低温タンク1と略同様に構
成した二重殻構造の低温タンク19において、外槽側板
4及び外槽底板5を内槽2と同様の脆化遷移温度が低い
低温用材料により構成し、前記外槽底板5上面に断熱性
を有する底部冷熱抵抗緩和材20を液密に敷設し、該底
部冷熱抵抗緩和材20上に底部保冷層10を介して内槽
2を設置する。
In the low temperature tank 19 having a double shell structure substantially similar to the low temperature tank 1 of FIG. 3 described above, the outer tank side plate 4 and the outer tank bottom plate 5 are connected to the low temperature tank having the same low embrittlement transition temperature as the inner tank 2. A lower heat resistance reducing material 20 having heat insulating properties is laid in a liquid-tight manner on the upper surface of the outer tank bottom plate 5, and the inner bath 2 is placed on the lower cooling heat resistance reducing material 20 via the bottom cold insulating layer 10. Install.

【0018】ここで、底部冷熱抵抗緩和材20には、例
えばパーライトコンクリート等を使用すれば良く、ま
た、液密性を持たせる為に上面にガラスクロス等の被膜
を施すようにしても良い。
Here, for example, perlite concrete or the like may be used as the bottom thermal resistance reducing material 20, and a coating such as glass cloth may be applied to the upper surface in order to impart liquid tightness.

【0019】また、前記内槽2の基礎6に対する連結に
ついては、従来と同様にアンカーストラップ13を用い
て行うが、従来においてアンカーボルトにより締結固定
されていた外槽3についても、内槽2側と同様に複数本
のアンカーストラップ21を用いて基礎6に連結し、低
温収縮時における基礎6に対する相対変位を許容し得る
ようにする。
The connection of the inner tub 2 to the foundation 6 is performed by using an anchor strap 13 in the same manner as in the prior art. However, the outer tub 3 conventionally fixed by anchor bolts is also connected to the inner tub 2. Similarly to the above, the anchor 6 is connected to the foundation 6 using a plurality of anchor straps 21 so that relative displacement with respect to the foundation 6 at the time of low-temperature shrinkage can be allowed.

【0020】即ち、前記外槽3を基礎6に連結している
アンカーストラップ21は、基礎6に埋設されたアンカ
ーストラップボックス22の底部に下端を固定して縦方
向に延び且つ上端を外槽側板4の下側部分における円周
方向複数箇所に夫々固定されている。
That is, the anchor strap 21 connecting the outer tub 3 to the base 6 extends vertically with the lower end fixed to the bottom of an anchor strap box 22 embedded in the base 6 and the upper end is connected to the outer tub side plate. 4 are respectively fixed at a plurality of locations in the circumferential direction in the lower portion.

【0021】而して、地震等による内槽2の破損時に低
温液化ガス12が低温タンク19の外部に漏出しても、
外槽側板4及び外槽底板5が低温用材料で構成されてい
るので、これら外槽側板4及び外槽底板5が低温脆化に
より破損することがなく、また、外槽底板5は断熱性を
有する底部冷熱抵抗緩和材20により液密に被覆されて
いるので、外槽側板4が低温液化ガス12と直に接触し
て急激に低温収縮することが回避されて外槽底板5と基
礎6との間の相対変位が少なくなり、しかも、外槽3に
ついても内槽2側と同様にアンカーストラップ21を用
いて低温収縮時における相対変位を許容し得るよう基礎
6に連結してあるので、外槽底板5の低温収縮による応
力集中で破損が生じることもなくなる。
Therefore, even if the low-temperature liquefied gas 12 leaks out of the low-temperature tank 19 when the inner tank 2 is damaged due to an earthquake or the like,
Since the outer tank side plate 4 and the outer tank bottom plate 5 are made of a material for low temperature, the outer tank side plate 4 and the outer tank bottom plate 5 are not damaged by low-temperature embrittlement. , The outer tank side plate 4 is prevented from being in direct contact with the low-temperature liquefied gas 12 and rapidly shrinking at a low temperature, so that the outer tank bottom plate 5 and the foundation 6 can be prevented. And the outer tub 3 is connected to the foundation 6 using the anchor straps 21 similarly to the inner tub 2 so as to allow relative displacement during low-temperature contraction. Breakage due to stress concentration due to low-temperature shrinkage of the outer tank bottom plate 5 does not occur.

【0022】これによって、外槽側板4を支障なく防液
堤18として機能させることが可能となり、内槽2から
漏出した低温液化ガス12を外槽3内に留めて低温タン
ク19の外部への漏出を防止することが可能となる。
This makes it possible for the outer tank side plate 4 to function as a liquid barrier 18 without hindrance. The low-temperature liquefied gas 12 leaked from the inner tank 2 is retained in the outer tank 3 and is transferred to the outside of the low-temperature tank 19. Leakage can be prevented.

【0023】尚、内槽2から漏出した低温液化ガス12
を外槽3内に留めた後の処理としては、内槽2内に設置
されている図示しない液払い出しポンプにより低温液化
ガス12の抜き出しを行えば良く、このようにすれば、
内槽2内の液位の低下に応じて内槽2と外槽3との間の
液位も低下するので、低温タンク19を空にすることが
可能である。
The low-temperature liquefied gas 12 leaked from the inner tank 2
After leaving the inside of the outer tank 3, the low-temperature liquefied gas 12 may be extracted by a liquid discharging pump (not shown) provided in the inner tank 2.
Since the liquid level between the inner tank 2 and the outer tank 3 decreases in accordance with the decrease in the liquid level in the inner tank 2, the low-temperature tank 19 can be emptied.

【0024】また、低温タンク19内に充満した気化ガ
スについては、例えば内槽屋根11及び外槽屋根7に装
備されている図示しないガス払い出しライン等から安全
弁を介して大気に放出するようにすれば良い。
The vaporized gas filled in the low-temperature tank 19 is discharged to the atmosphere from a gas discharge line (not shown) provided on the inner tank roof 11 and the outer tank roof 7 via a safety valve. Good.

【0025】従って上記形態例によれば、低温タンク1
9の一構成要素である外槽側板4を防液堤18として機
能させることにより、地震等による内槽2の破損時に低
温液化ガス12が外槽3外部にまで漏出することを防止
できるので、低温タンクの周囲を防液堤により距離を隔
てて取り囲むようにした場合の如く、防液堤によって占
有される敷地面積が広くなることにより土地代や防液堤
内の安全対策費が高騰するという問題を回避でき、しか
も、PC製の防液堤を低温タンクの外槽側板に極力近づ
けて配置する場合よりも建設費が安くすみ、しかも、建
設時に土木工事と機械工事とが錯綜するような不具合も
なくなって施工管理が容易となる。
Therefore, according to the above embodiment, the low-temperature tank 1
By making the outer tank side plate 4 which is one of the components 9 function as the liquid barrier 18, it is possible to prevent the low-temperature liquefied gas 12 from leaking out of the outer tank 3 when the inner tank 2 is damaged due to an earthquake or the like. The problem that the land area occupied by the dike increases and the cost of land and safety measures inside the dike rises, as in the case of surrounding the cryogenic tank with a dike at a distance. In addition, the construction cost can be reduced compared with the case where the PC-made liquid barrier is placed as close as possible to the outer tank side plate of the low-temperature tank, and the civil engineering work and the mechanical work are complicated at the time of construction. The construction management becomes easy.

【0026】尚、本発明の低温タンクは、上述の形態例
にのみ限定されるものではなく、本発明の要旨を逸脱し
ない範囲において種々変更を加え得ることは勿論であ
る。
Incidentally, the low-temperature tank of the present invention is not limited to the above-described embodiment, and it is needless to say that various changes can be made without departing from the gist of the present invention.

【0027】[0027]

【発明の効果】上記した本発明の低温タンクによれば、
低温タンクの一構成要素である外槽側板を防液堤として
機能させることにより、地震等による内槽の破損時に低
温液化ガスが外槽外部にまで漏出することを防止できる
ので、低温タンクの周囲を防液堤により距離を隔てて取
り囲むようにした場合の如く、防液堤によって占有され
る敷地面積が広くなることにより土地代や防液堤内の安
全対策費が高騰するという問題を回避でき、しかも、P
C製の防液堤を低温タンクの外槽側板に極力近づけて配
置する場合よりも建設費が安くすみ、しかも、建設時に
土木工事と機械工事とが錯綜するような不具合もなくな
って施工管理が容易となる等種々の優れた効果を奏し得
る。
According to the low temperature tank of the present invention described above,
By making the outer tank side plate, which is one component of the low-temperature tank, a barrier, the low-temperature liquefied gas can be prevented from leaking out of the outer tank when the inner tank is damaged due to an earthquake or the like. As a result, the land area occupied by the dike increases and the cost of safety measures inside the dike increases, as in the case where the dike is surrounded at a distance by the dike. Moreover, P
The construction cost is lower than in the case where the C dike is placed as close as possible to the outer tank side plate of the low-temperature tank. In addition, there is no trouble that civil engineering and mechanical work are complicated at the time of construction, and construction management is reduced. Various excellent effects, such as ease, can be obtained.

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

【図1】本発明を実施する形態の一例を示す断面図であ
る。
FIG. 1 is a cross-sectional view illustrating an example of an embodiment of the present invention.

【図2】図1のII部の詳細を示す拡大図である。FIG. 2 is an enlarged view showing details of a portion II in FIG. 1;

【図3】従来例を示す断面図である。FIG. 3 is a sectional view showing a conventional example.

【図4】図3のIV部の詳細を示す拡大図である。FIG. 4 is an enlarged view showing details of an IV section in FIG. 3;

【図5】別の従来例を示す断面図である。FIG. 5 is a sectional view showing another conventional example.

【符号の説明】[Explanation of symbols]

2 内槽 3 外槽 4 外槽側板 5 外槽底板 6 基礎 19 低温タンク 20 底部冷熱抵抗緩和材 2 Inner tank 3 Outer tank 4 Outer tank side plate 5 Outer tank bottom plate 6 Foundation 19 Low-temperature tank 20 Bottom cold resistance

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 内槽と該内槽を包囲する外槽とから成る
二重殻構造の低温タンクにおいて、外槽側板及び外槽底
板を内槽と同様の低温用材料により構成し、前記外槽底
板上面に断熱性を有する底部冷熱抵抗緩和材を液密に敷
設して該底部冷熱抵抗緩和材上に内槽を設置し、前記外
槽及び内槽の夫々を基礎に対し低温収縮時の相対変位を
許容し得るよう連結したことを特徴とする低温タンク。
1. A low temperature tank having a double shell structure comprising an inner tank and an outer tank surrounding the inner tank, wherein an outer tank side plate and an outer tank bottom plate are made of the same low temperature material as the inner tank. A bottom heat-resistance reducing material having heat insulating properties is laid down in a liquid-tight manner on the upper surface of the tank bottom plate, and an inner tank is installed on the bottom heat-resistance reducing material. A low-temperature tank, which is connected to allow relative displacement.
JP8254540A 1996-09-26 1996-09-26 Low temperature tank Pending JPH10101191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8254540A JPH10101191A (en) 1996-09-26 1996-09-26 Low temperature tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8254540A JPH10101191A (en) 1996-09-26 1996-09-26 Low temperature tank

Publications (1)

Publication Number Publication Date
JPH10101191A true JPH10101191A (en) 1998-04-21

Family

ID=17266468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8254540A Pending JPH10101191A (en) 1996-09-26 1996-09-26 Low temperature tank

Country Status (1)

Country Link
JP (1) JPH10101191A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005016647A (en) * 2003-06-26 2005-01-20 Tokyo Electric Power Co Inc:The Substitutional construction method for heat insulation structure for ground surface inside dike of low-temperature tank and heat insulation structure
JP2007197061A (en) * 2006-01-27 2007-08-09 Taisei Corp Anchor, structure for jointing sidewall and base bottom plate and reservoir tank
WO2011093227A1 (en) 2010-01-28 2011-08-04 大阪瓦斯株式会社 Low-temperature tank
JP6450495B1 (en) * 2018-08-23 2019-01-09 六菱ゴム株式会社 Vent pipe closing device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005016647A (en) * 2003-06-26 2005-01-20 Tokyo Electric Power Co Inc:The Substitutional construction method for heat insulation structure for ground surface inside dike of low-temperature tank and heat insulation structure
JP4540312B2 (en) * 2003-06-26 2010-09-08 東京電力株式会社 Alternative construction method and heat insulation structure of the ground surface heat insulation structure in the breakwater of low temperature tank
JP2007197061A (en) * 2006-01-27 2007-08-09 Taisei Corp Anchor, structure for jointing sidewall and base bottom plate and reservoir tank
WO2011093227A1 (en) 2010-01-28 2011-08-04 大阪瓦斯株式会社 Low-temperature tank
US8757422B2 (en) 2010-01-28 2014-06-24 Osaka Gas Co., Ltd. Cryogenic tank
JP6450495B1 (en) * 2018-08-23 2019-01-09 六菱ゴム株式会社 Vent pipe closing device
WO2020039637A1 (en) 2018-08-23 2020-02-27 六菱ゴム株式会社 Balloon for blocking vent pipe of liquefied gas storage tank and vent pipe blocking instrument
JP2020029918A (en) * 2018-08-23 2020-02-27 六菱ゴム株式会社 Vent pipe closing instrument
KR20200051728A (en) 2018-08-23 2020-05-13 무쓰비시 고무 가부시키가이샤 Balloon for obstructing vent piping of liquefied gas storage tanks and mechanism for obstructing vent piping
US11572970B2 (en) 2018-08-23 2023-02-07 Mutsubishi Rubber Co., Ltd. Vent pipe isolation balloon for liquefied gas storage tank and vent pipe isolation device

Similar Documents

Publication Publication Date Title
EP2320123B1 (en) Double barrier for liquefied gas storage tank and method of constructing the same
JPH10101191A (en) Low temperature tank
JP2022186098A (en) Multiple shell tank
KR100310637B1 (en) Landfill Storage Tanks and their Installation
JP7498848B2 (en) Triple-shell tank
JP4337168B2 (en) Low temperature tank
CN108861170B (en) Anti-seismic structure for inner tank of double-shell low-temperature tank
JPH0448400Y2 (en)
JP2001227700A (en) Low temperature tank
JP2003247699A (en) Anchor equipment structure of tank
CN112849796B (en) Full soil covering tank system with built-in valve chamber
JPH10220697A (en) Anchor structure for inner bath of low temperature tank
JPH0480280B2 (en)
JP2001349499A (en) Low-temperature tank
JP2671176B2 (en) Storage tank for low temperature liquid
JPH09165090A (en) Low temperature storage tank
JPH03144197A (en) Low temperature liquefide gas tank
JPS6350560Y2 (en)
JPS6244240Y2 (en)
JP2003227596A (en) Metallic double-shell low temperature tank
JP2000346296A (en) Cryogenic tank
JP2527351Y2 (en) Piping structure of double shell storage tank
JP2006132564A (en) Bottom structure for low temperature pc tank
JPS6227760Y2 (en)
JPS6192399A (en) Superlow temperature storage tank of double-shell made of concrete

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050720

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050726

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20051206