JPH04203595A - Method of lowering roof of inner tank in double shell tank - Google Patents

Method of lowering roof of inner tank in double shell tank

Info

Publication number
JPH04203595A
JPH04203595A JP32570190A JP32570190A JPH04203595A JP H04203595 A JPH04203595 A JP H04203595A JP 32570190 A JP32570190 A JP 32570190A JP 32570190 A JP32570190 A JP 32570190A JP H04203595 A JPH04203595 A JP H04203595A
Authority
JP
Japan
Prior art keywords
inner tank
roof
side plate
tank roof
tank side
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
JP32570190A
Other languages
Japanese (ja)
Inventor
Hiroaki Tateno
館野 博昭
Hidenori Kobayashi
秀紀 小林
Mitsuru Uchida
充 内田
Hiroshi Akiyama
秋山 坦
Minoru Okumura
稔 奥村
Toshihiko Nagumo
南雲 敏彦
Osamu Asai
修 浅井
Sadayoshi Kato
加藤 定義
Yoshiaki Fuse
布施 吉章
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.)
ISHIKAWAJIMA TANK KENSETSU KK
IHI Corp
Original Assignee
ISHIKAWAJIMA TANK KENSETSU KK
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 ISHIKAWAJIMA TANK KENSETSU KK, IHI Corp filed Critical ISHIKAWAJIMA TANK KENSETSU KK
Priority to JP32570190A priority Critical patent/JPH04203595A/en
Publication of JPH04203595A publication Critical patent/JPH04203595A/en
Pending legal-status Critical Current

Links

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PURPOSE:To precisely and simply lower the roof of an inner tank by sealing between the outer peripheral part of the inner tank roof and the upper end part of the inner tank side plate, and by charging and discharging air pressure to and from the inside of the inner tank side plate. CONSTITUTION:A seal member 14 is circumferentially laid between the outer peripheral part 5a of a suspended inner roof 5 and the upper end part 7a of an inner tank side plate 7 so as to seal the inside of the inner tank side plate 7. When air pressure is charged in the inside of the inner tank side plate 7 from a blower 13, the inner roof 5 is floated up and supported since the inside of the inner tank side plate 7 is sealed with the seal member 14. In this condition, if bolts 12 in a coupling device for coupling inner and outer tank roofs 4, 5 are removed so as to release the coupling therebetween, when a valve 17 in a discharge pipe 16 is opened so as to discharge the air pressure from the inside of the inner tank side plate 7, the buoyancy of the inner tank roof 5 is gradually decreased, and accordingly, it is lowered onto the upper end part 7a of the inner tank side plate 7. Thereby it is possible to simply lower the inner tank roof 5 without the necessity of a large number of workers.

Description

【発明の詳細な説明】 工産業上の利用分野1 本発明は、二重殻タンクと!f4簗するに際し、一体に
結合した外槽屋根と内槽屋根をエヤーレイリングし、そ
の外m屋根を外槽側板」二に固定りた擾、内槽側板上に
内槽屋根を降下させる二重殻タンクの内槽屋根降下方法
に関する4■従来の技術] 一般に、LPGまたはL N G等の低温の液体を貯蔵
する二重殻タンクを地とに構築する場合、第2図に示す
ように、地上に基礎1を構築した後、その基礎】7上に
外槽側板2を立設し、その外槽側板2内の底部3で外槽
屋根4と内槽屋根5を構築して、これら外槽屋根4と内
槽屋根5とを多数のロッド6で一体に結合し、これら屋
根4,5をエアーレイジングして外槽屋根4を外槽側板
2上に固定した後、基礎1上に内槽側板7を立設し、そ
の内槽側板7上に内槽屋根5を降下させる際には、上記
ロッド6をゆるめて内槽屋根5を降下させるようにして
いた。
[Detailed Description of the Invention] Industrial Application Field 1 The present invention is a double shell tank! f4 When installing the tank, the outer tank roof and inner tank roof are air-laid, and the outer tank roof is fixed to the outer tank side plate (2), and the inner tank roof is lowered onto the inner tank side plate (2). 4. Conventional technology regarding the method for lowering the inner tank roof of a heavy-shell tank] Generally, when building a double-shell tank on the ground to store low-temperature liquids such as LPG or LNG, the method is as shown in Figure 2. After constructing the foundation 1 on the ground, the outer tank side plate 2 is erected on the foundation 7, and the outer tank roof 4 and inner tank roof 5 are constructed using the bottom 3 of the outer tank side plate 2. The outer tank roof 4 and the inner tank roof 5 are joined together with a large number of rods 6, and after these roofs 4 and 5 are air-raised to fix the outer tank roof 4 on the outer tank side plate 2, the outer tank roof 4 is fixed on the outer tank side plate 2. When the inner tank side plate 7 is erected and the inner tank roof 5 is lowered onto the inner tank side plate 7, the rod 6 is loosened to lower the inner tank roof 5.

「発明か解決しようとする課題] ところで、上記の方法にあっては、内槽屋根5を降下さ
ぜるには、多数のロッド6を同時にゆるめなければなら
ず、また、内槽屋根5の荷重かロッド6に掛かつている
ため、ロッド6をゆるめるのが大変であり、その作業に
大勢の作業者が必要であった。
[Problem to be solved by the invention] By the way, in the above method, in order to lower the inner tank roof 5, it is necessary to loosen a large number of rods 6 at the same time. Since a load is applied to the rod 6, it is difficult to loosen the rod 6, and a large number of workers are required for this work.

本発明は、上記問題点を解決するために創案されたもの
で、その目的は、内槽屋根を精度よく簡単に降下させる
ことのできる二重殻タンクの内槽屋根降下方法を提供す
ることにある。
The present invention was created to solve the above-mentioned problems, and its purpose is to provide a method for lowering the inner tank roof of a double-shell tank, which allows the inner tank roof to be lowered accurately and easily. be.

「課題を解決するための手段] 上記目的を達成するために本発明は、二重殻タンクをm
築すべく、あらかじめ立設した外槽側板内で外槽屋根と
内槽屋根を一体に結合させて構築すると共に、その屋根
をエアーレイジングさせて外槽屋根を上記外槽側板」−
に固定した後、内槽側板を立設し、その内槽側板上に上
記内槽屋根を降下させる方法において、上記外槽屋根に
懸吊された内槽屋根の外周部と内槽側板の上端部との間
をシールし、上記内槽側板内に圧気を供給してその圧気
で上記内槽屋根を浮上支持した後、上記外槽屋根と内槽
屋根との結合を解除すると共に、上記内槽側板内の圧気
を放出しながら上記内槽屋根を上記内槽側板上に降Fせ
しめるようにしたものであるや [作用] 上記構成によれば、内槽屋根を降下させる場合、内槽側
板内に圧気を供給して内槽屋根浮上支持しつつ、外槽屋
根と内槽屋根との結合を解除した後、上記圧気を放出す
れば内槽屋根は徐々に浮力を失って内槽側板上に降下す
る。
"Means for Solving the Problems" In order to achieve the above object, the present invention provides a double shell tank with m
In order to construct the outer tank roof, the outer tank roof and the inner tank roof are joined together within the outer tank side panels that have been erected in advance, and the roof is air-raised to replace the outer tank roof with the above-mentioned outer tank side panels.
In this method, the outer circumference of the inner tank roof suspended from the outer tank roof and the upper end of the inner tank side plate are suspended from the outer tank roof. After supplying pressurized air into the inner tank side plate and floating and supporting the inner tank roof using the air pressure, the connection between the outer tank roof and the inner tank roof is released, and the inner tank roof is separated from the inner tank roof. The inner tank roof is lowered onto the inner tank side plate while releasing the pressure inside the tank side plate. [Function] According to the above structure, when lowering the inner tank roof, the inner tank side plate is lowered. After releasing the connection between the outer tank roof and the inner tank roof while floating and supporting the inner tank roof by supplying pressurized air inside, the inner tank roof gradually loses its buoyancy and floats above the inner tank side plate. descend to

またこの際、圧気の放出を調節することにより内槽屋根
を静かに降下させることができ、内m屋根を損傷させる
ことがない。
Furthermore, at this time, by adjusting the release of pressurized air, the inner tank roof can be lowered quietly, without damaging the inner tank roof.

また、これにより作業者を飛躍的に減少させることがで
きる。
Additionally, this allows for a dramatic reduction in the number of workers.

[実施例コ 本発明の一実施例を図面に基いて説明する。[Example code] An embodiment of the present invention will be described based on the drawings.

第1図は本発明方法が実施される二重殻タンクの例を示
すものである。
FIG. 1 shows an example of a double shell tank in which the method of the invention is practiced.

第1図において、8は二重殻タンクで、この二重タンク
8を構築する場合には、地上に基礎]を構築した後、そ
の基礎1上に外槽側板2を立設置7、その外槽側板2内
の底部3で外槽屋根4と内槽屋根5を構築して、これら
外槽屋根4と内槽屋根5とを一体に結合する。
In Fig. 1, 8 is a double-shelled tank, and when constructing this double-shelled tank 8, after constructing a foundation on the ground, the outer tank side plate 2 is erected on the foundation 1, and the outside of the tank is An outer tank roof 4 and an inner tank roof 5 are constructed at the bottom part 3 within the tank side plate 2, and these outer tank roof 4 and inner tank roof 5 are integrally joined.

この際、外槽屋根4と内槽屋根5との間を連結装置9で
連結する。この連結装置9は、内槽屋根5の外周に周方
向に沿って間隔を隔てて複数段けられ、各連結装置9は
内槽屋根5上に直立する外FjlOと、一端部が外槽屋
根4に固着されて垂下され、他端部が外筒10にスライ
ド自在に嵌挿された内筒11とからなり、これら外mi
oと内筒11はボルト12で連結されている。
At this time, the outer tank roof 4 and the inner tank roof 5 are connected by a connecting device 9. This connecting device 9 is provided in multiple stages at intervals along the circumferential direction on the outer periphery of the inner tank roof 5, and each connecting device 9 has an outer FjlO that stands upright on the inner tank roof 5, and one end that connects to the outer tank roof. 4, and an inner cylinder 11 whose other end is slidably inserted into the outer cylinder 10.
o and the inner cylinder 11 are connected with bolts 12.

次に、結合した外槽屋根4と内槽屋根5とブロワ−13
からの圧気でエアーレイジングさせて外槽屋根4を外槽
側板2上に固定した後、基礎1上に内槽側板7を立設し
、その内槽側板7上に内槽屋根5を降下させて、内槽側
板7上に内槽屋根5を取り付けて二重殻タンク8が構築
されることになる。
Next, the outer tank roof 4, inner tank roof 5, and blower 13 are combined.
After fixing the outer tank roof 4 on the outer tank side plate 2 by air raging with air pressure, the inner tank side plate 7 is erected on the foundation 1, and the inner tank roof 5 is lowered onto the inner tank side plate 7. Then, the inner tank roof 5 is attached on the inner tank side plate 7, and the double shell tank 8 is constructed.

ところで上述において、外槽屋根4に懸吊された内槽屋
根5を降下させる際し、あらかじめ、第1図に示すよう
に、懸吊された内槽屋根5の外周部5aと内槽側板7の
上端部7aとの間にシール材14を張り巡らしてシール
すると共に、内槽側板7の上端部7aの内周面に沿って
内槽屋根5の外周部5aを案内する複数のガイド部材1
5を取り付け、また、内槽屋根5の頂部に圧気を放出す
る放出管16を弁17を介して連結すると共に、上記ブ
ロワ−13と内槽側板7とを管路13aで連結しておく
By the way, in the above description, when lowering the inner tank roof 5 suspended from the outer tank roof 4, as shown in FIG. A plurality of guide members 1 that seal the upper end 7a by stretching a sealing material 14 between them and guide the outer periphery 5a of the inner tank roof 5 along the inner peripheral surface of the upper end 7a of the inner tank side plate 7.
In addition, a discharge pipe 16 for discharging pressurized air is connected to the top of the inner tank roof 5 via a valve 17, and the blower 13 and the inner tank side plate 7 are connected by a conduit 13a.

次に、内槽屋根を降下させる場合には、ブロワ−13か
ら内槽側板7内に圧気を供給すれば、内槽側板7内はシ
ール材14でシールされているので、内槽屋根5は、そ
の圧気で浮上支持された状態になる。このような状態で
、上記外槽屋根4と内槽屋根5とを連結している連結装
置9のポル1−12を取り外して外槽屋根4と内槽屋根
5との連結を解除し、上記放出’IF16の弁17を開
放して内槽側板7内の圧気を放出すれば、内槽屋根5は
徐々に浮力が失われて内槽側板7の上端部7a上に降下
する。
Next, when lowering the inner tank roof, if pressurized air is supplied from the blower 13 into the inner tank side plate 7, the inside of the inner tank side plate 7 is sealed with the sealing material 14, so the inner tank roof 5 is lowered. , the air becomes suspended and supported by the air pressure. In this state, the ports 1-12 of the connecting device 9 connecting the outer tank roof 4 and the inner tank roof 5 are removed to release the connection between the outer tank roof 4 and the inner tank roof 5, and the above-mentioned When the valve 17 of the discharge 'IF 16 is opened to release the pressure inside the inner tank side plate 7, the inner tank roof 5 gradually loses its buoyancy and falls onto the upper end 7a of the inner tank side plate 7.

圧気を放出する場合、放出’116の弁ゴ、7の開度を
調節して圧気の放出を調節すれば、内槽屋根5の降下速
度を調節することができ、内槽屋根5を静かに内Wi側
板7上に降下させることができるので、内槽屋根5を損
傷させることがない。
When releasing pressurized air, by adjusting the opening degree of the valve 7 of the release valve 116 to adjust the release of the pressurized air, the lowering speed of the inner tank roof 5 can be adjusted, and the inner tank roof 5 can be moved quietly. Since it can be lowered onto the inner Wi side plate 7, the inner tank roof 5 will not be damaged.

また、この降下の際、内槽屋根5は、J二組連結装置9
の内筒11が外筒10内をスライドするので、その平衡
が保持され、また、内槽屋根5の外周部5aが内槽側板
7の上@部7aのガイド部材15で案内されるので、精
度良く内槽側板5上に降下することができる。
Also, during this descent, the inner tank roof 5 is
Since the inner cylinder 11 slides inside the outer cylinder 10, its balance is maintained, and the outer peripheral part 5a of the inner tank roof 5 is guided by the guide member 15 on the upper part 7a of the inner tank side plate 7. It can be lowered onto the inner tank side plate 5 with high precision.

このように、内槽屋根5を圧気で浮上支持しながら降下
させるようにしたので、従来のように大勢の作業者を必
要とぜずに内槽屋根5の降下作業を簡単に行うことがで
きる。
In this way, since the inner tank roof 5 is lowered while being floated and supported by pressurized air, the lowering work of the inner tank roof 5 can be easily performed without requiring a large number of workers as in the past. .

U発明の効果:1 本発明によれば、内槽屋根を圧気で浮上支持しながら降
下させるので、精度よく、短時間できわめて容易に降下
作業を行うことができ 従来に比べて作業者の人数を飛
躍的に減少させることかできる等の優れた効果を発揮す
る。
Effects of the Invention: 1 According to the present invention, the inner tank roof is lowered while being floated and supported using pressurized air, so the lowering work can be carried out with high accuracy, in a short time, and extremely easily, and the number of workers can be reduced compared to the conventional method. It exhibits excellent effects such as being able to dramatically reduce

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

第1図は本発明方法を実施するだめの二重殻タンクのを
示す概略全体断面図、第2図は従来例を示す概略全体断
面図である。 図中、2は外槽側板、4は外槽屋根、5は内槽屋根、5
 a、はその外周部、7は内槽側板、7aはその上端部
、8は二重殻タンク、13はブロワ−114はシール材
、16は放出管、17は弁である。 特許出願人 石川島播磨重工業株式会社石川島タンク建
設株式会社
FIG. 1 is a schematic overall cross-sectional view showing a double shell tank for carrying out the method of the present invention, and FIG. 2 is a schematic overall cross-sectional view showing a conventional example. In the figure, 2 is the outer tank side plate, 4 is the outer tank roof, 5 is the inner tank roof, 5
7 is an inner tank side plate, 7a is an upper end thereof, 8 is a double shell tank, 13 is a blower, 114 is a sealing material, 16 is a discharge pipe, and 17 is a valve. Patent applicant Ishikawajima Harima Heavy Industries Co., Ltd. Ishikawajima Tank Construction Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 1、二重殻タンクを構築すべく、あらかじめ立設した外
槽側板内で外槽屋根と内槽屋根を一体に結合させて構築
すると共に、その屋根をエアーレイジングさせて外槽屋
根を上記外槽側板上に固定した後、内槽側板を立設し、
その内槽側板上に上記内槽屋根を降下させる方法におい
て、上記外槽屋根に懸吊された内槽屋根の外周部と内槽
側板の上端部との間をシールし、上記内槽側板内に圧気
を供給してその圧気で上記内槽屋根を浮上支持した後、
上記外槽屋根と内槽屋根との結合を解除すると共に、上
記内槽側板内の圧気を放出しながら上記内槽屋根を上記
内槽側板上に降下せしめるようにしたことを特徴とする
二重殻タンクの内槽屋根降下方法。
1. In order to construct a double shell tank, the outer tank roof and the inner tank roof are joined together within the outer tank side panels that have been erected in advance, and the outer tank roof is attached to the outer tank by air raising the roof. After fixing it on the tank side plate, set the inner tank side plate upright,
In the method of lowering the inner tank roof onto the inner tank side plate, a seal is formed between the outer periphery of the inner tank roof suspended from the outer tank roof and the upper end of the inner tank side plate, and the inner tank roof is lowered onto the inner tank side plate. After supplying pressurized air to float and support the inner tank roof using the air pressure,
The double tank roof is characterized in that the connection between the outer tank roof and the inner tank roof is released, and the inner tank roof is lowered onto the inner tank side plate while releasing the pressure inside the inner tank side plate. How to lower the inner tank roof of a shell tank.
JP32570190A 1990-11-29 1990-11-29 Method of lowering roof of inner tank in double shell tank Pending JPH04203595A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32570190A JPH04203595A (en) 1990-11-29 1990-11-29 Method of lowering roof of inner tank in double shell tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32570190A JPH04203595A (en) 1990-11-29 1990-11-29 Method of lowering roof of inner tank in double shell tank

Publications (1)

Publication Number Publication Date
JPH04203595A true JPH04203595A (en) 1992-07-24

Family

ID=18179746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32570190A Pending JPH04203595A (en) 1990-11-29 1990-11-29 Method of lowering roof of inner tank in double shell tank

Country Status (1)

Country Link
JP (1) JPH04203595A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2452910A (en) * 2007-09-18 2009-03-25 T Baden Hardstaff Ltd Fluid storage assembly

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2452910A (en) * 2007-09-18 2009-03-25 T Baden Hardstaff Ltd Fluid storage assembly
GB2452910B (en) * 2007-09-18 2012-11-21 T Baden Hardstaff Ltd Storage tank assembly

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