JPS6126720Y2 - - Google Patents

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Publication number
JPS6126720Y2
JPS6126720Y2 JP12041882U JP12041882U JPS6126720Y2 JP S6126720 Y2 JPS6126720 Y2 JP S6126720Y2 JP 12041882 U JP12041882 U JP 12041882U JP 12041882 U JP12041882 U JP 12041882U JP S6126720 Y2 JPS6126720 Y2 JP S6126720Y2
Authority
JP
Japan
Prior art keywords
tank
liquid barrier
partition
liquid
side wall
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
Application number
JP12041882U
Other languages
Japanese (ja)
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JPS5924600U (en
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
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Priority to JP12041882U priority Critical patent/JPS5924600U/en
Publication of JPS5924600U publication Critical patent/JPS5924600U/en
Application granted granted Critical
Publication of JPS6126720Y2 publication Critical patent/JPS6126720Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は防液堤付低温タンクに関する。[Detailed explanation of the idea] This invention relates to a low temperature tank with a dike.

たとえば液化石油ガス(LPG)などを貯蔵する
ための低温タンクとして、円筒状のタンク側壁の
周囲に円筒状の防液堤が設けられ、これらの間に
環状空間が形成された防液堤付低温タンクが知ら
れている。このような従来の防液堤付低温タンク
では、環状空間の酸欠防止策として強制換気装置
が設けられ、これをほとんど常時稼働させてい
る。防液堤は低温タンクの脆性破壊などによつて
内容液が流出したときにこれを全部収容して外部
への流出を防止するものであるが、内容液が大量
に流出するときには、防液堤に静液圧の約3〜6
倍の大きな動液圧がかかり、この動液圧は内容液
が流出する低温タンク破損箇所から180゜隔つた
反対側の部分で最も大きくなる。このため、従来
の防液堤付低温タンクでは、漏洩液による大きな
荷重に耐えうるように、厚肉のコンクリート製防
液堤を設けたり、盛土によつて防液堤を支持した
りしている。また、低温タンクから環状空間に流
出した液が動揺して部分的に液面高さが上昇する
おそれがあり、漏洩液が動揺しても防液堤によつ
て外部への流出を確実に防止する必要があるた
め、防液堤の高さがかなり高くなる。
For example, as a low-temperature tank for storing liquefied petroleum gas (LPG), etc., a cylindrical liquid barrier is provided around the cylindrical side wall of the tank, and an annular space is formed between them. Tank is known. In such a conventional cryogenic tank with a liquid barrier, a forced ventilation device is provided as a measure to prevent oxygen deficiency in the annular space, and this device is operated almost all the time. A liquid barrier is designed to contain all of the liquid that spills out due to brittle failure of a low-temperature tank and prevent it from leaking outside, but if a large amount of liquid spills out, the liquid barrier About 3 to 6 of the hydrostatic pressure to
A dynamic hydraulic pressure twice as large is applied, and this dynamic hydraulic pressure is greatest on the opposite side, 180 degrees away from the failure point of the cryotank, where the contents of the tank leak. For this reason, conventional low-temperature tanks with dikes require thick concrete dikes or embankments to be supported by embankments to withstand the large loads caused by leaked liquid. . In addition, there is a risk that the liquid leaked from the low-temperature tank into the annular space may become agitated and cause the liquid level to rise in some areas, and even if the leaked liquid becomes agitated, the liquid barrier will reliably prevent it from flowing outside. Therefore, the height of the dike will be quite high.

この考案は、上記の実情に鑑みてなされたもの
であつて、自然風を有効に利用してタンク側壁と
防液堤との間の環状空間の換気を行なうことがで
き、内容液が低温タンクから環状空間に流出する
ときに防液堤にかかる動液圧を軽減でき、かつ漏
洩液の動揺およびこれによる液面高さの上昇を抑
制できる安全で経済的な防液堤付低温タンクを提
供することを目的とする。
This idea was made in view of the above-mentioned circumstances, and it is possible to effectively utilize natural wind to ventilate the annular space between the tank side wall and the liquid barrier, and the liquid inside the tank can be kept at a low temperature. To provide a safe and economical low-temperature tank with a liquid barrier that can reduce the dynamic hydraulic pressure applied to the liquid dike when it flows out into the annular space, and can suppress the agitation of the leaked liquid and the resulting rise in liquid level. The purpose is to

この考案による防液堤付低温タンクは、円筒状
のタンク側壁の周囲に円筒状の防液堤が設けら
れ、タンク側壁と防液提との間に環状空間が形成
されている防液堤付低温タンクにおいて、環状空
間内に仕切円筒が配置されて、仕切円筒とタンク
側壁との間および仕切円筒と防液堤との間に下部
において互いに連通した環状通風路がそれぞれ形
成されており、タンク側壁外面および防液堤内面
の少なくともいずれか一方に、仕切円筒を支持す
るとともに環状通風路の少なくともいずれか一方
の下部を除く部分を仕切るために上下に真直ぐま
たは斜めに伸びた複数の仕切板が固定され、2つ
の環状通風路のいずれか一方の上部に自然風導入
用開口が設けられるとともに、同他方の上部に排
気用開口が設けられていることを特徴とするもの
である。
The low-temperature tank with a liquid barrier according to this invention has a cylindrical liquid barrier installed around a cylindrical tank side wall, and an annular space is formed between the tank side wall and the liquid barrier. In the low-temperature tank, a partition cylinder is arranged in an annular space, and an annular ventilation passage communicating with each other at the lower part is formed between the partition cylinder and the tank side wall and between the partition cylinder and the dike, respectively. A plurality of partition plates extending vertically straight or diagonally are provided on at least one of the outer surface of the side wall and the inner surface of the liquid barrier to support the partition cylinder and partition off a portion of at least one of the annular ventilation channels except for the lower part. It is characterized in that a natural wind introduction opening is provided in the upper part of one of the two annular ventilation passages, and an exhaust opening is provided in the upper part of the other annular ventilation passage.

この考案によれば、自然風導入用開口から導入
された自然風が一方の環状通風路を通つて環状空
間の下部まで導かれ、環状空間下部の空気が他方
の環状通風路を通つて排気用開口から排出され
る。そして、2つの環状通風路の少なくともいず
れか一方が仕切板によつて仕切られているため、
自然風による換気効果を高め、その結果、従来の
ような強制換気装置が必要でなくなり、省エネル
ギの効果があるばかりでなく、低温タンクの維
持、管理が容易で、安全性が向上する。そして、
無風時の換気のために強制換気装置を併設する場
合でも、その換気能力を小さくすることができ、
かつその運転時間が短くてすむ。また、仕切板の
緩衝効果により、低温タンクの脆性破壊などによ
つて内容液が環状空間に流出するときに防液堤に
かかる動液圧が軽減され、かつ漏洩液の動揺およ
びこれによる液面高さの上昇も仕切板によつて抑
制される。このため、防液堤の安全性が向上し、
かつ防液堤の高さを低くすることが可能になる。
According to this invention, the natural wind introduced from the natural wind introduction opening is guided to the lower part of the annular space through one annular ventilation passage, and the air at the lower part of the annular space is used for exhaust through the other annular ventilation passage. It is discharged from the opening. Since at least one of the two annular ventilation paths is partitioned by a partition plate,
The ventilation effect of natural wind is enhanced, and as a result, the need for conventional forced ventilation equipment is eliminated, which not only saves energy, but also makes it easier to maintain and manage the low-temperature tank, improving safety. and,
Even when a forced ventilation system is installed for ventilation during periods of no wind, the ventilation capacity can be reduced.
Moreover, the driving time is short. In addition, due to the buffering effect of the partition plate, the dynamic hydraulic pressure applied to the liquid barrier when the content liquid flows out into the annular space due to brittle failure of the low temperature tank, etc., is reduced, and the agitation of the leaked liquid and the resulting liquid level The increase in height is also suppressed by the partition plate. This improves the safety of the dike,
In addition, it becomes possible to lower the height of the dike.

以下図面を参照してこの考案の実施例を説明す
る。
Embodiments of this invention will be described below with reference to the drawings.

第1図および第2図において、防液堤付低温タ
ンクは地面に固定された基礎円板1上に設けられ
ている。基礎円板1は、地中に埋められた多数の
基礎杭(図示略)の上に支持されており、基礎円
板1の下部は地下にあり、同上部は地上にある。
基礎円板1の内部には凍結防止用の底部加熱装置
(図示略)が設けられ、基礎円板1の上面全体に
低温用鋼製またはPSコンクリート製の共通底板
4が設けられている。この底板4の上に円筒状の
外槽5が設けられ、外槽5の内側に保冷材6を介
して円筒状の内槽7が設けられている。従来の低
温タンクと同様、内槽7は内容液の1次容器とな
り、外槽5は保冷材6の格納容器となつている。
そして、内槽7側板、外槽5側板およびこれらの
間の保冷材6によつて二重殻構造のタンク側壁8
が形成されている。
In FIGS. 1 and 2, the cryogenic tank with a liquid barrier is installed on a base disk 1 fixed to the ground. The foundation disk 1 is supported on a large number of foundation piles (not shown) buried in the ground, and the lower part of the foundation disk 1 is underground and the upper part is above ground.
A bottom heating device (not shown) for freezing prevention is provided inside the base disk 1, and a common bottom plate 4 made of low-temperature steel or PS concrete is provided over the entire upper surface of the base disk 1. A cylindrical outer tank 5 is provided on the bottom plate 4, and a cylindrical inner tank 7 is provided inside the outer tank 5 with a cold insulator 6 interposed therebetween. As with conventional low-temperature tanks, the inner tank 7 serves as a primary container for the liquid content, and the outer tank 5 serves as a storage container for the cold insulating material 6.
A tank side wall 8 with a double shell structure is formed by the inner tank 7 side plate, the outer tank 5 side plate, and the cold insulation material 6 between them.
is formed.

外槽5から半径方向外側に所定距離(たとえば
1.5〜5m程度)離れた共通底板4の外周縁部上
に、上部が開口した円筒状の低温用鋼製防液堤
(ハイダイク)9が設けられ、外槽5と防液堤9
との間に環状空間10が形成されている。防液堤
9は、内槽7の破壊によつて内容液が流出したと
きにこれを全部収容して外部への流出を防止する
2次容器となつている。また、防液堤9はPSコ
ンクリート製であつてもよい。
A predetermined distance radially outward from the outer tank 5 (for example,
A cylindrical low-temperature steel liquid barrier (high-dike) 9 with an open top is provided on the outer peripheral edge of the common bottom plate 4, which is separated by approximately 1.5 to 5 m), and the outer tank 5 and liquid barrier 9 are connected to each other.
An annular space 10 is formed between the two. The liquid barrier 9 serves as a secondary container that stores all of the liquid contained therein and prevents it from flowing outside when the inner tank 7 is destroyed and the liquid inside flows out. Moreover, the liquid barrier 9 may be made of PS concrete.

環状空間10内に、共通底板4より若千上方の
位置から防液堤9上端より若千上方でタンク側壁
9上端より若千下方の位置まで伸びた仕切円筒1
1が配置され、これにより、仕切円筒11とタン
ク側壁8との間および仕切円筒11と防液堤9と
の間に、下部において互いに連通した環状通風路
12,13がそれぞれ形成されている。そして、
タンク側壁8の外面すなわち外槽5の外面に、仕
切円筒11を支持するとともに内側の環状通風路
12を仕切る複数の仕切板14が固定され、防液
堤9の内面に、仕切円筒11を支持するとともに
外側の環状通風路13を仕切る複数の仕切板14
が固定されている。これらの仕切板14は、仕切
円筒11のほぼ全高にわたつて上下に真直ぐ伸び
ている。外槽5頂板の外周縁に、仕切円筒11の
上方まで斜めに張出したウエザーシールド15が
設けられ、ウエザーシールド15の外周縁と仕切
円筒11上端との間が排気用開口16となつてい
る。また、仕切円筒11の上端部外面に、防液堤
9の上方を通つて外側に斜めに張出したウエザー
シールド17が設けられ、ウエザーシールド17
の中間部と防液堤9上端との間に複数の支柱18
が設けられており、これらの支柱18の間が自然
風導入用開口19となつている。これらのウエザ
ーシールド15,17は雨、雪などが環状空間1
0に入るのを防止するためのものである。
A partition cylinder 1 extends within the annular space 10 from a position above the common bottom plate 4 to a position above the upper end of the liquid barrier 9 and below the upper end of the tank side wall 9.
1 is arranged, thereby forming annular ventilation passages 12 and 13 that communicate with each other at the lower part between the partition cylinder 11 and the tank side wall 8 and between the partition cylinder 11 and the liquid barrier 9, respectively. and,
A plurality of partition plates 14 are fixed to the outer surface of the tank side wall 8, that is, the outer surface of the outer tank 5, to support the partition cylinder 11 and partition the inner annular ventilation passage 12, and to the inner surface of the liquid barrier 9, the partition cylinder 11 is supported. At the same time, a plurality of partition plates 14 partition the outer annular ventilation passage 13.
is fixed. These partition plates 14 extend straight up and down over almost the entire height of the partition cylinder 11. A weather shield 15 is provided on the outer periphery of the top plate of the outer tank 5 and extends obliquely to above the partition cylinder 11, and an exhaust opening 16 is formed between the outer periphery of the weather shield 15 and the upper end of the partition cylinder 11. Further, a weather shield 17 is provided on the outer surface of the upper end of the partition cylinder 11 and extends diagonally outwardly through the upper part of the liquid barrier 9.
A plurality of struts 18 are provided between the middle part of the embankment and the upper end of the dike 9.
are provided, and the space between these supports 18 serves as an opening 19 for introducing natural wind. These weather shields 15 and 17 protect rain, snow, etc. from the annular space 1.
This is to prevent it from going to 0.

環状空間10には、換気フアンおよび換気ダク
トを備えた強制換気装置(図示略)が設けられて
いる。この装置は、無風時の換気を行なうための
ものであるが、場合によつてはなくてもよい。ま
た、この装置の換気能力は従来のものに比べて小
さくてもよく、かつこれを従来のようにほとんど
常時運転する必要もない。
The annular space 10 is provided with a forced ventilation system (not shown) including a ventilation fan and a ventilation duct. This device is for ventilation when there is no wind, but it may not be necessary depending on the situation. Further, the ventilation capacity of this device may be smaller than that of conventional devices, and there is no need to operate it nearly all the time as in conventional devices.

上記において、自然風は、自然風導入用開口1
9から外側の環状通風路13内に導入され、さら
に仕切板14によつて環状空間10の下部まで導
かれる。そして、環状空間10下部の空気は仕切
板14に沿つて内側の環状通風路12内を上方に
流れ、排気用開口16から排出される。このよう
に、環状空間10が仕切円筒11によつて内外2
つの環状通風路12,13に仕切られ、かつ各通
風路12,13が仕切板14で仕切られているこ
とにより、自然風を有効に利用して環状空間10
の換気を行なうことができる。また、内槽7の脆
性破壊などによつて内容液が環状空間10に流出
する場合、仕切板14の緩衝効果により、防液堤
9にかかる動液圧が軽減されるとともに、内槽7
から流出する漏洩液の動揺およびこれによる液面
高さの上昇が抑制される。また、地震により内容
液が環状空間に流出した状態において余震が起き
たような場合も、仕切板14により、漏洩液の動
揺およびこれによる液面高さの上昇が軽減され
る。したがつて、防液堤9の高さを従来のものに
比べて低くすることが可能である。
In the above, the natural wind is the natural wind introduction opening 1.
9 into the outer annular ventilation passage 13 and further guided to the lower part of the annular space 10 by the partition plate 14. The air in the lower part of the annular space 10 flows upward in the inner annular ventilation passage 12 along the partition plate 14 and is discharged from the exhaust opening 16. In this way, the annular space 10 is divided into the inner and outer parts by the partition cylinder 11.
By partitioning into two annular ventilation passages 12, 13 and partitioning each ventilation passage 12, 13 with a partition plate 14, the annular space 10 can be effectively utilized to utilize natural wind.
Ventilation can be carried out. In addition, when the content liquid flows into the annular space 10 due to brittle fracture of the inner tank 7, the buffering effect of the partition plate 14 reduces the dynamic hydraulic pressure applied to the liquid barrier 9, and the inner tank 7
The agitation of the leaked liquid flowing out from the pipe and the rise in liquid level caused by this are suppressed. Further, even in the case where an aftershock occurs in a state where the liquid content has leaked into the annular space due to an earthquake, the partition plate 14 reduces the agitation of the leaked liquid and the resulting rise in the liquid level. Therefore, it is possible to make the height of the liquid barrier 9 lower than that of the conventional one.

仕切板14の配置は任意であり、仕切板14
は、第3図に示されているように内側の環状通風
路12内にだけ設けられてもよいし、第4図に示
されているように外側の環状通風路13内にだけ
設けられてもよい。なお、鋼製の防液堤9であつ
てかつ第3図のようにその内面に仕切板が設けら
れない場合には、台風などの風荷重による座屈を
防止するために、防液堤9の外面に複数の環状ウ
インドスチフナが設けられる。
The arrangement of the partition plate 14 is arbitrary.
may be provided only in the inner annular ventilation passage 12 as shown in FIG. 3, or may be provided only in the outer annular ventilation passage 13 as shown in FIG. Good too. In addition, when the liquid barrier 9 is made of steel and a partition plate is not provided on the inner surface as shown in FIG. 3, the liquid barrier 9 is A plurality of annular wind stiffeners are provided on the outer surface of the wind stiffener.

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

第1図はこの考案の1実施例を示す部分切欠き
側面図、第2図は第1図−線の断面図、第3
図および第4図はこの考案の他の2つの実施例を
それぞれ示す第2図相当の図面である。 8……タンク側壁、9……防液堤、10……環
状空間、11……仕切円筒、12,13……環状
通風路、14……仕切板、16……排気用開口、
19……自然風導入用開口。
Fig. 1 is a partially cutaway side view showing one embodiment of this invention, Fig. 2 is a sectional view taken along the line shown in Fig. 1, and Fig. 3
4 and 4 are drawings corresponding to FIG. 2 showing two other embodiments of this invention, respectively. 8... Tank side wall, 9... Liquid barrier, 10... Annular space, 11... Partition cylinder, 12, 13... Annular ventilation passage, 14... Partition plate, 16... Exhaust opening,
19...Opening for introducing natural wind.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 円筒状のタンク側壁8の周囲に円筒状の防液堤
9が設けられ、タンク側壁8と防液堤9との間に
環状空間10が形成されている防液堤付低温タン
クにおいて、環状空間10内に仕切円筒11が配
置されて、仕切円筒11とタンク側壁8との間お
よび仕切円筒11と防液堤9との間に下部におい
て互いに連通した環状通風路12,13がそれぞ
れ形成されており、タンク側壁8外面および防液
堤9内面の少なくともいずれか一方に、仕切円筒
11を支持するとともに環状通風路12,13の
少なくともいずれか一方の下部を除く部分を仕切
るために上下に真直ぐまたは斜めに伸びた複数の
仕切板14が固定され、2つの環状通風路12,
13のいずれか一方の上部に自然風導入用開口1
9が設けられるとともに、同他方の上部に排気用
開口16が設けられていることを特徴とする防液
堤付低温タンク。
In a low temperature tank with a liquid barrier, a cylindrical liquid barrier 9 is provided around a cylindrical tank side wall 8, and an annular space 10 is formed between the tank side wall 8 and the liquid barrier 9. A partition cylinder 11 is disposed within the tank 10, and annular ventilation passages 12 and 13 are formed between the partition cylinder 11 and the tank side wall 8 and between the partition cylinder 11 and the liquid barrier 9, which communicate with each other at the lower part. In order to support the partition cylinder 11 and partition off the lower part of at least one of the annular ventilation passages 12 and 13, a straight or vertical groove is formed on at least one of the outer surface of the tank side wall 8 and the inner surface of the liquid barrier 9. A plurality of diagonally extending partition plates 14 are fixed, and two annular ventilation passages 12,
Opening 1 for natural wind introduction at the top of either one of 13
9, and an exhaust opening 16 is provided in the upper part of the other.
JP12041882U 1982-08-06 1982-08-06 Low temperature tank with dike Granted JPS5924600U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12041882U JPS5924600U (en) 1982-08-06 1982-08-06 Low temperature tank with dike

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12041882U JPS5924600U (en) 1982-08-06 1982-08-06 Low temperature tank with dike

Publications (2)

Publication Number Publication Date
JPS5924600U JPS5924600U (en) 1984-02-15
JPS6126720Y2 true JPS6126720Y2 (en) 1986-08-09

Family

ID=30275993

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12041882U Granted JPS5924600U (en) 1982-08-06 1982-08-06 Low temperature tank with dike

Country Status (1)

Country Link
JP (1) JPS5924600U (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5983900A (en) * 1982-11-05 1984-05-15 Ishikawajima Harima Heavy Ind Co Ltd Gas diffusion accelerator
JPS60193843U (en) * 1984-06-04 1985-12-24 株式会社 カ−メイト Roof carrier mounting device
JP6008267B2 (en) * 2011-08-03 2016-10-19 株式会社石井鐵工所 Steel tank prefabricated concrete breakwater

Also Published As

Publication number Publication date
JPS5924600U (en) 1984-02-15

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