JPS6019880A - How to build a double shell tank - Google Patents
How to build a double shell tankInfo
- Publication number
- JPS6019880A JPS6019880A JP12866083A JP12866083A JPS6019880A JP S6019880 A JPS6019880 A JP S6019880A JP 12866083 A JP12866083 A JP 12866083A JP 12866083 A JP12866083 A JP 12866083A JP S6019880 A JPS6019880 A JP S6019880A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- inner tank
- outer tank
- water
- low
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 6
- 239000007788 liquid Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 本発明は、二重殻タンクの建造方法に関する。[Detailed description of the invention] The present invention relates to a method of constructing a double shell tank.
従来、低温液を貯蔵する二重殻低温タンクの建造は、内
槽のみを低温材で製作して外槽は一般鋼材とし、耐圧試
験も内槽のみについて行うようにしでいた。しかしなが
ら、地震等の不測の力の作用等によって内槽から低温液
が漏れたような場合に、外槽が低温及び液圧に耐えられ
ないために被害が拡大する危険があり、こうした問題に
対処するべく、近年内槽、外槽とも低温材で製作し、万
一内槽の低温液が漏れた場合にも外槽が液圧に耐え、低
温液を外部に流出させないようにした構造のものが要求
されつつある。Conventionally, when constructing double-shell cryogenic tanks for storing low-temperature liquids, only the inner tank was made of low-temperature materials, the outer tank was made of ordinary steel, and pressure tests were conducted only on the inner tank. However, in the event that low-temperature liquid leaks from the inner tank due to the action of an unexpected force such as an earthquake, there is a risk that the damage will expand because the outer tank cannot withstand the low temperature and liquid pressure. In order to do this, in recent years both the inner tank and the outer tank have been made of low-temperature materials, and even if the low-temperature liquid in the inner tank leaks, the outer tank can withstand the liquid pressure and has a structure that prevents the low-temperature liquid from leaking outside. is becoming required.
こうした二重殻タンクを建造するには、従来第1図(A
)〜(E)に示すような手順で行うようにしている。即
ち、まず(A)に示すように外槽aを低温材で製作した
後、(B)に示すように外lia内に水すを張って耐圧
試験を行い、続いて(C)に示すように水を排出した後
、(D>に示すように外槽aの内部に低温材によって内
槽Cを製作し、続いて(E)に示すように内槽C内に水
すを張って耐圧試験を行った後、水を排出している。Conventionally, in order to construct such a double-shell tank, the method shown in Figure 1 (A
) to (E). That is, first, as shown in (A), the outer tank a was made of low-temperature material, and then a pressure test was performed by filling the outer tank with water as shown in (B), and then as shown in (C). After draining the water, as shown in (D>), create an inner tank C using low-temperature material inside the outer tank a, and then fill the inner tank C with a water bath as shown in (E) to make it resistant to pressure. After conducting the test, drain the water.
しかしながら、上記従来方式にJ5いては、外槽aの耐
圧試験が終了するまで内槽Cの製作には全くとりかかる
ことができないために作業能率が悪いと共に、耐圧試験
を2回行う必要があるなどにより工数、工期が増大する
問題を有し、更に耐圧試験を2回行うために大量の水を
°必要どする。However, in the above conventional method J5, the production of the inner tank C cannot be started at all until the pressure test of the outer tank A is completed, resulting in poor work efficiency and the need to conduct the pressure test twice. This has the problem of increasing the number of man-hours and construction period, and also requires a large amount of water to conduct the pressure test twice.
本発明は、こうした実情に鑑みてなしたものC゛、外槽
底部と内槽底部外周部との間を防水板により気密に接続
することにより、低温材による外槽と内槽の同時建造と
同時耐圧試験を可能にして、作業能率の向上と工期の短
縮を図ることを目的どづる。The present invention has been made in view of these circumstances. By airtightly connecting the bottom of the outer tank and the outer periphery of the bottom of the inner tank with a waterproof plate, the outer tank and the inner tank can be constructed simultaneously using low-temperature materials. The purpose is to improve work efficiency and shorten construction time by making simultaneous pressure tests possible.
以下本発明の実施例を図面を参照して説明づ。Embodiments of the present invention will be described below with reference to the drawings.
る。Ru.
低温材による二重殻タンクの建造に際し、第2図〜第5
図に示すように、外WJ1と内槽2を平行して建造する
。このように外槽1と内槽2の建造を同時に行うと、関
連作業を一緒に進めることができるので、能率的な作業
を行うことができる。図中3は外槽底板、4は外槽側板
、5は内槽底板、6は内槽側板、7は内槽台構造物、8
は底部保冷材を示す。When constructing a double-shell tank using low-temperature materials, Figures 2 to 5
As shown in the figure, an outer WJ 1 and an inner tank 2 are constructed in parallel. By constructing the outer tank 1 and the inner tank 2 at the same time in this way, related work can be carried out together, making it possible to perform the work efficiently. In the figure, 3 is the outer tank bottom plate, 4 is the outer tank side plate, 5 is the inner tank bottom plate, 6 is the inner tank side plate, 7 is the inner tank stand structure, 8
indicates the bottom cold insulation material.
更に、上記したように建造された外槽1と内槽2との間
を底部において気密に接続する。第21閉〜第5図はそ
の例を示しており、第2図及び第3図は一般鋼材の防水
板9.10を用いた場合であり、第2図は内槽底板5外
同部と外槽底板3との間を防水板9により溶接13によ
って気密に接続しており、第3図は内槽底板5外周部と
外構側板4との間を防水板10により接続するようにし
ている。この場合の防止板9,10は耐圧試験終了後に
除去する。第4図及び第5図は低温材からなる防水板1
1.12を設りた場合であり、この場合は耐圧試験終了
後もそのまま使用することができ、そのために温度変化
による変形を吸収できる形状としている。Furthermore, the outer tank 1 and the inner tank 2 constructed as described above are connected airtight at the bottom. Figures 21 to 5 show examples, and Figures 2 and 3 show the case where a general steel waterproof plate 9.10 is used, and Figure 2 shows the same part on the outside of the inner tank bottom plate 5. A waterproof plate 9 is connected to the outer tank bottom plate 3 in an airtight manner by welding 13, and in FIG. There is. In this case, the prevention plates 9 and 10 are removed after the pressure test is completed. Figures 4 and 5 show waterproof board 1 made of low-temperature material.
1.12, and in this case, it can be used as is even after the pressure test is completed, and for this reason, the shape is such that it can absorb deformation due to temperature changes.
このように構成された二重殻タンクにおいて、第6.7
図に示すように給水ポンプ14から分岐して導かれた給
水管15.16の各々を弁17.18を介して外槽1と
内槽2に別々に接続する。図中19はタンク屋根、20
は水を示す。In the double shell tank configured in this way, No. 6.7
As shown in the figure, each of the water supply pipes 15.16 branched from the water supply pump 14 is connected separately to the outer tank 1 and the inner tank 2 via valves 17.18. In the diagram, 19 is the tank roof, 20
indicates water.
二重殻タンクの建造に当っては、前記第2図〜第5図に
示したように、外槽1と内槽2を並行して組立て、更に
外槽1と内槽2を底部位置において防水板9又は10,
11.12によって気密に接続する。その後、第6図に
示すように、弁11を閉じて給水ポンプ14を駆動する
ことにより、給水管16及び弁18を介して内槽2に水
20を供給して内槽2の耐圧試験を行い、続いて第7図
に示すように弁18を閉じ弁17を開けて水20を外槽
1内部に供給して外槽1の耐圧試験を行う。When constructing a double shell tank, as shown in Figures 2 to 5 above, the outer tank 1 and the inner tank 2 are assembled in parallel, and the outer tank 1 and the inner tank 2 are placed at the bottom position. waterproof board 9 or 10,
11. Connect hermetically by 12. Thereafter, as shown in FIG. 6, by closing the valve 11 and driving the water supply pump 14, water 20 is supplied to the inner tank 2 through the water supply pipe 16 and valve 18, and the pressure resistance test of the inner tank 2 is performed. Then, as shown in FIG. 7, the valve 18 is closed and the valve 17 is opened to supply water 20 into the outer tank 1 to perform a pressure resistance test of the outer tank 1.
耐圧試験が終了したら、内外槽1,2のすべての水20
を除去する。その後防水板が第2.3図に示J′ように
一般鋼材の場合にはそれを除去した後、外槽側板4と内
槽側板6との間に保冷材の充填等の作業を行う。After the pressure test is completed, drain all the water in the inner and outer tanks 1 and 2.
remove. Thereafter, if the waterproof plate is made of general steel as shown in FIG. 2.3 J', it is removed, and then work such as filling a cold insulating material between the outer tank side plate 4 and the inner tank side plate 6 is performed.
尚、本発明は上記実施例にのみ限定されるものではなく
、防水板による気密接続方式、給水方式等は本発明の要
旨を逸脱しない限り種々変更を加え得るものである。It should be noted that the present invention is not limited to the above-mentioned embodiments, and various changes may be made to the airtight connection method using the waterproof plate, the water supply method, etc. without departing from the gist of the present invention.
上述した本発明の二重殻タンクの建造方法によれば、次
のような優れた効果を奏し得る。According to the method for constructing a double shell tank of the present invention described above, the following excellent effects can be achieved.
(1) 低温材による外槽と内槽の建造を並行して行い
、且つ内外槽の耐圧試験を同時に行うようにしたので、
作業の能率を大幅に向上させて工期の著しい短縮を図る
ことかできる。(1) The outer and inner tanks were constructed using low-temperature materials in parallel, and the pressure resistance tests of the inner and outer tanks were conducted at the same time.
It is possible to significantly improve work efficiency and significantly shorten the construction period.
(II) 耐圧試験に用いる水の使用量を大幅に減少で
きる。(II) The amount of water used in pressure tests can be significantly reduced.
(至) 内槽底部と外槽底部との間を水で濡らすことが
ないので、底部保冷材に湿気が入ることを防止できる。(To) Since water does not get wet between the bottom of the inner tank and the bottom of the outer tank, it is possible to prevent moisture from entering the bottom cold insulation material.
00 タンク建造費の低減が図れる。00 Tank construction costs can be reduced.
第1図(A)(B)(C)(D)(E>は従来の低温材
による二重殻タンクの建造方法を手順に沿って示しIC
説明図、第2図乃至第5図は本発明の建造方法と防水板
の描成例を示す説明図、第6図及び第7図は耐圧試験の
実施例を示す説明図である。
1は外槽、2は内槽、8は底部保冷材、9,10゜11
.12は防水板、13は溶接、14は給水ポンプ、15
.16は給水管、17.18は弁を示す。
第6図Figure 1 (A) (B) (C) (D) (E> shows the conventional construction method of a double-shell tank using low-temperature materials according to the procedure.
The explanatory drawings, FIGS. 2 to 5 are explanatory drawings showing the construction method of the present invention and examples of drawing waterproof plates, and FIGS. 6 and 7 are explanatory drawings showing examples of pressure resistance tests. 1 is the outer tank, 2 is the inner tank, 8 is the bottom cold insulation material, 9, 10° 11
.. 12 is a waterproof plate, 13 is a welding, 14 is a water supply pump, 15
.. 16 indicates a water supply pipe, and 17.18 indicates a valve. Figure 6
Claims (1)
槽底部ど内槽底部外周部との間を防水板にjこり気密に
接続した後、前記内槽内部に水を供給して内槽の耐圧試
験を行い続いて外槽内部に水を供給して外槽の耐圧試験
を行うことを特徴とする二重殻タンクの建造方法。1) After constructing an outer tank and an inner tank in parallel using low-temperature materials and airtightly connecting the bottom of the outer tank and the outer circumference of the bottom of the inner tank to a waterproof plate, water is poured into the inside of the inner tank. A method for constructing a double-shell tank, comprising: supplying water to perform a pressure resistance test of the inner tank; and then supplying water to the inside of the outer tank to perform a pressure resistance test of the outer tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12866083A JPS6019880A (en) | 1983-07-14 | 1983-07-14 | How to build a double shell tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12866083A JPS6019880A (en) | 1983-07-14 | 1983-07-14 | How to build a double shell tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6019880A true JPS6019880A (en) | 1985-02-01 |
| JPS6361459B2 JPS6361459B2 (en) | 1988-11-29 |
Family
ID=14990293
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12866083A Granted JPS6019880A (en) | 1983-07-14 | 1983-07-14 | How to build a double shell tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6019880A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS573200U (en) * | 1980-06-06 | 1982-01-08 |
-
1983
- 1983-07-14 JP JP12866083A patent/JPS6019880A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS573200U (en) * | 1980-06-06 | 1982-01-08 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6361459B2 (en) | 1988-11-29 |
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