JPH08193909A - Coaxial vertical cylindrical tank and leak test method therefor - Google Patents
Coaxial vertical cylindrical tank and leak test method thereforInfo
- Publication number
- JPH08193909A JPH08193909A JP7023539A JP2353995A JPH08193909A JP H08193909 A JPH08193909 A JP H08193909A JP 7023539 A JP7023539 A JP 7023539A JP 2353995 A JP2353995 A JP 2353995A JP H08193909 A JPH08193909 A JP H08193909A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- flexible
- vertical cylindrical
- water
- tank body
- 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.)
- Withdrawn
Links
Landscapes
- Examining Or Testing Airtightness (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、同軸的竪円筒状タンク
及びその水張り試験方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a coaxial vertical cylindrical tank and a water filling test method therefor.
【0002】[0002]
【従来の技術】LNGタンク,原油タンク等において
は、従来、タンク完成時に、所定液位までタンク内に真
水を入れて、タンクの耐圧試験を行っている。2. Description of the Related Art Conventionally, in LNG tanks, crude oil tanks, etc., when a tank is completed, fresh water is poured into the tank up to a predetermined liquid level to perform a pressure resistance test of the tank.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、このよ
うな水張り試験方法では、例えば中近東等のように真水
を多量に入手することが難しい地区にあっては、次のよ
うな問題がある。 (1)必要量の真水の確保が困難である。 (2)真水の入手及び確保に長日時を要するため工期が
長期化する。 (3)真水の価格が高く、工事費高の要因となってい
る。 そこで、中近東等の真水の入手し難い地域でタンクを建
設する場合には、タンク完成時に必要な水張り試験用水
は、脱塩装置製造し、仮設の池に貯めた真水、又は
タンカーで運搬した真水、あるいは海水を使用するこ
とになる。しかしながら、又はは非常に高価な水を
使うことになり、はタンクを発錆させるので望ましく
ない。特に、9%Ni鋼で建造されるLNGタンクにあ
っては、溶接部が異材となる関係上、海水を使用すると
電蝕が生ずるので、の方法は採用できない。However, such a water filling test method has the following problems in a region where it is difficult to obtain a large amount of fresh water, such as the Middle East. (1) It is difficult to secure the required amount of fresh water. (2) Since it takes a long time to obtain and secure fresh water, the construction period will be prolonged. (3) The price of fresh water is high, which causes a high construction cost. Therefore, when constructing a tank in an area where it is difficult to obtain fresh water, such as the Middle East, the water for water filling test required when the tank is completed was manufactured by a desalination device and transported by fresh water stored in a temporary pond or by a tanker. Fresh water or seawater will be used. However, or will result in the use of very expensive water, which is undesirable because it rusts the tank. In particular, in the case of an LNG tank constructed of 9% Ni steel, the method cannot be adopted because seawater causes galvanic corrosion due to the fact that the weld is a dissimilar material.
【0004】本発明はこのような事情に鑑みて提案され
たもので、タンクの試験に必要とする真水の量を削減
し、その入手に要する時間を短縮し、工費を削減する経
済的な同軸的竪円筒状タンク及びその水張り試験方法を
提供することを目的とする。The present invention has been proposed in view of such circumstances, and it is an economical coaxial system that reduces the amount of fresh water required for tank testing, shortens the time required to obtain the fresh water, and reduces the construction cost. An object of the present invention is to provide a vertical cylindrical tank and a water filling test method therefor.
【0005】[0005]
【課題を解決するための手段】そのために請求項1のタ
ンク構造は、中径の竪円筒状タンクと、同中径竪円筒状
タンクの内部に同軸的に支持された可撓性膜からなる小
径竪円筒状可撓性槽体とからなることを特徴とする。To this end, the tank structure according to claim 1 comprises a medium diameter vertical cylindrical tank and a flexible membrane coaxially supported inside the medium diameter vertical cylindrical tank. It is characterized by comprising a small-diameter vertical cylindrical flexible tank body.
【0006】請求項2の試験方法は、請求項1のタンク
の水張り試験を行うに際して、その小径竪円筒状可撓性
槽体には海水を入れ、同小径可撓性槽体とその中径竪円
筒状タンクとの間には真水を入れることを特徴とする。According to the test method of claim 2, seawater is put into the small-diameter vertical cylindrical flexible tank body when the water filling test of the tank of the first embodiment is performed, and the small-diameter vertical flexible tank body and the medium-diameter The feature is that fresh water is put in between the vertical cylindrical tank.
【0007】請求項3の試験方法は、請求項1のタンク
の水張り試験を行うに際して、その小径竪円筒状可撓性
槽体には海水を入れ、同小径可撓性槽体とその中径竪円
筒状タンクとの間に海水とほぼ同一の比重を有するとと
もに、同中径竪円筒状タンクを腐食しない液体を入れる
ことを特徴とする。According to the test method of claim 3, when performing the water filling test of the tank of claim 1, seawater is put into the small-diameter vertical cylindrical flexible tank body, and the same small-diameter flexible tank body and its medium diameter are used. It is characterized in that it has a specific gravity that is almost the same as that of seawater between it and a vertical cylindrical tank, and that it contains a liquid that does not corrode the medium diameter vertical cylindrical tank.
【0008】[0008]
【作用】このような構成によれば、下記の作用が行われ
る。 (1)可撓性膜は、その内外圧力がバランスするので、
周方向の膜応力が生じない。ちなみに、タンク内部に海
水(比重1.03)を入れ、外部に水(比重1.00)
を張った場合、膜の直径70m,水深34mとすれば、
比重差による膜応力は σ=PR=(1.03−1.00)×3.4×3500
=357kg/cm となり、膜強度30〜120kg/cm以上となる。し
かしながら、実用的には、安全率を取る必要があるの
で、発生応力を30kg/cm以下にしなければならな
い。したがって、内外圧力をバランスさせる必要があ
る。 (2)また、可撓性槽体にその内外に密度差がある水を
同一水位まで入れた場合、その差により圧力差が生ず
る。いま、可撓性槽体の内部に海水(密度1.03),
外部に水(密度1.00)を入れた場合、可撓性槽体の
直径70m,水深34mとすれば、密度差による最深部
の差圧Δpは、 Δp=(1.03−1.00)×10-3×3400=
0.102kgf/cm この差圧に耐える可撓性槽体を採用することが必要とな
る。According to such a configuration, the following operation is performed. (1) Since the internal and external pressures of the flexible film are balanced,
No film stress is generated in the circumferential direction. By the way, put seawater (specific gravity 1.03) inside the tank and water (specific gravity 1.00) outside.
If the membrane diameter is 70m and the water depth is 34m,
The film stress due to the difference in specific gravity is σ = PR = (1.03-1.00) × 3.4 × 3500
= 357 kg / cm 2, and the film strength is 30 to 120 kg / cm or more. However, in practice, it is necessary to take a safety factor, so the generated stress must be 30 kg / cm or less. Therefore, it is necessary to balance the internal and external pressures. (2) In addition, when water having a difference in density between the inside and the outside of the flexible tank is put to the same water level, a pressure difference occurs due to the difference. Now, inside the flexible tank, seawater (density 1.03),
When water (density 1.00) is put into the outside, assuming that the diameter of the flexible tank body is 70 m and the water depth is 34 m, the pressure difference Δp at the deepest part due to the density difference is Δp = (1.03-1.00 ) × 10 −3 × 3400 =
0.102 kgf / cm It is necessary to employ a flexible tank body that withstands this differential pressure.
【0009】[0009]
【実施例】本発明の実施例を図面について説明すると、
図1はその第1実施例を示すタンクの縦断面図、図2は
その第2実施例を示すタンクの縦断面図、図3は図2の
可撓性内槽を示す部分断面側面図である。Embodiments of the present invention will now be described with reference to the drawings.
1 is a longitudinal sectional view of a tank showing the first embodiment thereof, FIG. 2 is a longitudinal sectional view of a tank showing the second embodiment thereof, and FIG. 3 is a partial sectional side view showing the flexible inner tank of FIG. is there.
【0010】まず、図1に示す第1実施例において、1
は外槽であり、外槽1は内槽2を適宜間隔を存して同軸
的に囲繞する大径竪円筒状をなし、後記する中径竪円筒
状内槽2の外面を保護している。2は大径竪円筒状外槽
1の内部に同軸的かつ懸吊的に上下左右方向に支持され
ている中径竪円筒状内槽、3は吊り屋根、4は可撓性
膜、5は膜支持材であり、可撓性膜4及び膜支持材5に
より補強形成された小径竪円筒状可撓性槽体4aを形成
する。6は海水、7は酸化鉄粉末等を混入して海水と同
一比重にした混合水である。First, in the first embodiment shown in FIG.
Is an outer tub, and the outer tub 1 has a large-diameter vertical cylindrical shape that coaxially surrounds the inner tub 2 at appropriate intervals, and protects the outer surface of the medium-diameter vertical cylindrical inner tub 2 described later. . 2 is a medium-diameter vertical cylindrical inner tank which is coaxially and suspended vertically and horizontally supported inside the large-diameter vertical cylindrical outer tank 1, 3 is a suspended roof, 4 is a flexible membrane, and 5 is A small-diameter vertical cylindrical flexible tank body 4a, which is a membrane support material and is reinforced by the flexible membrane 4 and the membrane support material 5, is formed. 6 is seawater, and 7 is mixed water in which iron oxide powder or the like is mixed to have the same specific gravity as seawater.
【0011】このような構造によれば、水張り試験に必
要な水の大部分には海水を使うことができるので経済的
であり、しかもタンクに触れる部分は混合水つまり水で
あるから、タンク腐食の心配がない。According to such a structure, since most of the water required for the water filling test can use seawater, it is economical, and the portion that comes into contact with the tank is mixed water, that is, water. No worries.
【0012】次に、図2〜図3に示す第2実施例におい
て、図1と同一の符号はそれぞれ同図と同一の部材を示
し、本第2実施例が第1実施例と大きく異なるところ
は、その可撓性膜からなる可撓性タンクの構造及びその
水張り試験要領にある。Next, in the second embodiment shown in FIGS. 2 to 3, the same reference numerals as those in FIG. 1 denote the same members as those in the same drawing, and the present second embodiment is greatly different from the first embodiment. Is in the structure of a flexible tank made of the flexible membrane and its water filling test procedure.
【0013】上図において、4aは布9で補張されゴム
等10で水密性を保つ可撓性の膜からなる可撓性槽体、
8aは可撓性膜を補強するためのフープ状補強材であ
り、密度差により生ずる可撓性膜の変形と強度を確保す
るための部材である。In the above figure, 4a is a flexible tank body made of a flexible film which is reinforced with a cloth 9 and is watertight with rubber 10 or the like.
Reference numeral 8a is a hoop-shaped reinforcing material for reinforcing the flexible film, and is a member for ensuring the deformation and strength of the flexible film caused by the difference in density.
【0014】内槽2の内部に、内槽2の内径より若干小
径のゴム製等の可撓性槽体4aを設置し、可撓性槽体4
aの中に海水等の水を入れ、内槽2と可撓性槽体4aと
の間には真水等タンクに害を与えない真水7aを入れ
る。この際に生ずる可撓性槽体内外の水の密度差による
圧力差には、ゴム製等の可撓性槽体4aの外面に補強を
施すことにより耐えうるようにする。Inside the inner tank 2, a flexible tank body 4a made of rubber or the like having a diameter slightly smaller than the inner diameter of the inner tank 2 is installed.
Water such as seawater is put in a, and fresh water 7a that does not harm the tank such as fresh water is put between the inner tank 2 and the flexible tank body 4a. The pressure difference due to the density difference of water inside and outside the flexible tank body at this time can be endured by reinforcing the outer surface of the flexible tank body 4a made of rubber or the like.
【0015】[0015]
【発明の効果】このような第2実施例の構造によれば、
水張り試験に必要な水の大部分に海水等を使えるので経
済的であり、しかもタンクに触れる部分は水を使えるの
でタンク材の腐食の心配がない。According to the structure of the second embodiment as described above,
Since most of the water required for the water filling test can use seawater etc., it is economical, and since water can be used in the part that touches the tank, there is no risk of corrosion of the tank material.
【0016】要するに請求項1の発明によれば、中径の
竪円筒状タンクと、同中径竪円筒状タンクの内部に同軸
的に支持された可撓性膜からなる小径竪円筒状可撓性槽
体とからなることにより、タンクの試験に必要とする真
水の量を削減し、その入手に要する時間を短縮し、工費
を低減する経済的な同軸的竪円筒状タンク及びその水張
り試験方法を得るから、本発明は産業上極めて有益なも
のである。In short, according to the first aspect of the present invention, a small-diameter vertical cylindrical flexible tank including a medium-diameter vertical cylindrical tank and a flexible film coaxially supported inside the medium-diameter vertical cylindrical tank. An economical coaxial vertical cylindrical tank that reduces the amount of fresh water required for the tank test, shortens the time required to obtain the tank, and reduces the construction cost, and its water filling test method. Therefore, the present invention is extremely useful industrially.
【0017】請求項2の発明によれば、請求項1のタン
クの水張り試験を行うに際して、その小径竪円筒状可撓
性槽体には海水を入れ、同小径可撓性槽体とその中径竪
円筒状タンクとの間には真水を入れることにより、タン
クの試験に必要とする真水の量を削減し、その入手に要
する時間を短縮し、工費を低減する経済的な同軸的竪円
筒状タンク及びその水張り試験方法を得るから、本発明
は産業上極めて有益なものである。According to the invention of claim 2, when performing the water filling test of the tank of claim 1, seawater is put into the small diameter vertical cylindrical flexible tank body, and the small diameter flexible tank body and the inside Economical coaxial vertical cylinder that reduces the amount of fresh water required for tank testing, shortens the time required to obtain it, and reduces construction costs by inserting fresh water between the tank and the vertical cylindrical tank. INDUSTRIAL APPLICABILITY The present invention is extremely useful industrially because a tank-shaped tank and a water-filling test method thereof are obtained.
【0018】請求項3の発明によれば、請求項1のタン
クの水張り試験を行うに際して、その小径竪円筒状可撓
性槽体には海水を入れ、同小径可撓性槽体とその中径竪
円筒状タンクとの間に海水とほぼ同一の比重を有すると
ともに、同中径竪円筒状タンクを腐食しない液体を入れ
ることにより、タンクの試験に必要とする真水の量を削
減し、その入手に要する時間を短縮し、工費を低減する
経済的な同軸的竪円筒状タンク及びその水張り試験方法
を得るから、本発明は産業上極めて有益なものである。According to the invention of claim 3, when performing the water filling test of the tank of claim 1, seawater is put into the small-diameter vertical cylindrical flexible tank body, and the small-diameter flexible tank body and the inside The amount of fresh water required for the tank test is reduced by adding a liquid that has almost the same specific gravity as seawater with the diameter cylindrical tank and does not corrode the medium diameter cylindrical tank. INDUSTRIAL APPLICABILITY The present invention is extremely useful industrially because an economical coaxial vertical cylindrical tank and a water filling test method therefor can be obtained which shortens the time required for acquisition and reduces the construction cost.
【図1】本発明の第1実施例を示す縦断面図である。FIG. 1 is a vertical cross-sectional view showing a first embodiment of the present invention.
【図2】本発明の第2実施例を示す縦断面図である。FIG. 2 is a vertical sectional view showing a second embodiment of the present invention.
【図3】図2の可撓内槽を示す部分縦断側面図である。FIG. 3 is a partial vertical cross-sectional side view showing the flexible inner tank of FIG.
1 外槽 2 内槽 3 吊り屋根 4 可撓性膜 4a 可撓性槽体 5 可撓性膜支持材 6 海水 7 酸化鉄粉末混合水 7a 真水 8 フープ状補強材 8a フープ状補強材 9 布 10 ゴム 1 Outer Tank 2 Inner Tank 3 Suspended Roof 4 Flexible Membrane 4a Flexible Tank Body 5 Flexible Membrane Support 6 Seawater 7 Iron Oxide Powder Mixed Water 7a Fresh Water 8 Hoop Reinforcing Material 8a Hoop Reinforcing Material 9 Cloth 10 Rubber
───────────────────────────────────────────────────── フロントページの続き (72)発明者 加納 良和 神奈川県横浜市中区錦町12番地 菱日エン ジニアリング株式会社本牧事業所内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Yoshikazu Kano 12 Nishiki-cho, Naka-ku, Yokohama-shi, Kanagawa Ryohichi Engineering Co., Ltd. Honmoku Plant
Claims (3)
状タンクの内部に同軸的に支持された可撓性膜からなる
小径竪円筒状可撓性槽体とからなることを特徴とするタ
ンク。1. A medium diameter vertical cylindrical tank, and a small diameter vertical cylindrical flexible tank body made of a flexible film coaxially supported inside the medium diameter vertical cylindrical tank. Characteristic tank.
際して、その小径竪円筒状可撓性槽体には海水を入れ、
同小径可撓性槽体とその中径竪円筒状タンクとの間には
真水を入れることを特徴とするタンクの水張り試験方
法。2. When performing the water filling test of the tank according to claim 1, seawater is put into the small-diameter vertical cylindrical flexible tank body,
A water filling test method for a tank, wherein fresh water is introduced between the small-diameter flexible tank body and the medium-diameter vertical cylindrical tank.
際して、その小径竪円筒状可撓性槽体には海水を入れ、
同小径可撓性槽体とその中径竪円筒状タンクとの間に海
水とほぼ同一の比重を有するとともに、同中径竪円筒状
タンクを腐食しない液体を入れることを特徴とするタン
クの水張り試験方法。3. When conducting the water filling test of the tank according to claim 1, seawater is put into the small diameter vertical cylindrical flexible tank body,
The water filling of a tank characterized by having a specific gravity between seawater of the same diameter and the medium diameter vertical cylindrical tank that is almost the same as seawater, and containing a liquid that does not corrode the medium diameter vertical cylindrical tank. Test method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7023539A JPH08193909A (en) | 1995-01-18 | 1995-01-18 | Coaxial vertical cylindrical tank and leak test method therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7023539A JPH08193909A (en) | 1995-01-18 | 1995-01-18 | Coaxial vertical cylindrical tank and leak test method therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08193909A true JPH08193909A (en) | 1996-07-30 |
Family
ID=12113280
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7023539A Withdrawn JPH08193909A (en) | 1995-01-18 | 1995-01-18 | Coaxial vertical cylindrical tank and leak test method therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08193909A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1785664A2 (en) * | 2005-11-11 | 2007-05-16 | Mitsubishi Heavy Industries, Ltd. | Method and system for leak test of LNG tank by filling water |
WO2009050826A1 (en) * | 2007-10-18 | 2009-04-23 | Mitsubishi Heavy Industries, Ltd. | Control method and device of filled water volume in fluid space |
-
1995
- 1995-01-18 JP JP7023539A patent/JPH08193909A/en not_active Withdrawn
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1785664A2 (en) * | 2005-11-11 | 2007-05-16 | Mitsubishi Heavy Industries, Ltd. | Method and system for leak test of LNG tank by filling water |
EP1785664A3 (en) * | 2005-11-11 | 2011-07-27 | Mitsubishi Heavy Industries, Ltd. | Method and system for leak test of LNG tank by filling water |
WO2009050826A1 (en) * | 2007-10-18 | 2009-04-23 | Mitsubishi Heavy Industries, Ltd. | Control method and device of filled water volume in fluid space |
JP4727750B2 (en) * | 2007-10-18 | 2011-07-20 | 三菱重工業株式会社 | Method and apparatus for controlling amount of water injected into fluid space |
US8607817B2 (en) | 2007-10-18 | 2013-12-17 | Mitsubishi Heavy Industries, Ltd. | Control method and device of filled water volume in fluid space |
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Legal Events
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