JPH09209583A - Tank dismantling construction method - Google Patents

Tank dismantling construction method

Info

Publication number
JPH09209583A
JPH09209583A JP8015594A JP1559496A JPH09209583A JP H09209583 A JPH09209583 A JP H09209583A JP 8015594 A JP8015594 A JP 8015594A JP 1559496 A JP1559496 A JP 1559496A JP H09209583 A JPH09209583 A JP H09209583A
Authority
JP
Japan
Prior art keywords
tank
roof
side plate
air bag
tank roof
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
JP8015594A
Other languages
Japanese (ja)
Inventor
Tatsuo Tsuji
達夫 辻
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 JP8015594A priority Critical patent/JPH09209583A/en
Publication of JPH09209583A publication Critical patent/JPH09209583A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a dismantling construction method which is capable of shortening a working period and reducing working cost without temporarily installing large-scale working scaffolds. SOLUTION: An air bag 5 in a slackened condition is carried into a tank 1, air is guided into the air bag 5 to be inflated, water 13 is filled in the tank 1 to adhere the air bag 5 to a tank roof 2 and the weight of the tank roof 2 is being supported by the buoyancy of the air bag 5 to cut the tank roof 2 at a smaller diameter than the inner diameter of a tank side plate 3. The water 13 in the tank 1 is drained in stages to decrease a water level so that disassembling work for the tank side plate 3 can be done at the top of the tank roof 2 while dropping the tank roof 2 and then disassembling work for the tank roof 2 seated on a tank bottom 17 can be done after almost all of the tank side plate 3 is disassembled.

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、石油、LPG、L
NG等を貯蔵するタンク解体工法に関するものである。
The present invention relates to petroleum, LPG, L
The present invention relates to a tank dismantling method for storing NG or the like.

【0002】[0002]

【従来の技術】石油、LPG、LNG等を貯蔵するよう
な大型のタンクの建て替え、或いは撤去等を行う場合に
は、タンクをトラック等に積んで搬送できる程度の大き
さに解体する必要がある。
2. Description of the Related Art When rebuilding or removing a large tank for storing petroleum, LPG, LNG or the like, it is necessary to disassemble the tank into a size that can be transported by loading it on a truck or the like. .

【0003】従来、このようなタンクの解体を行う場合
には、タンク周囲に作業足場を仮設し、該作業足場を利
用して作業員がタンクの上部構造から順次バーナで適宜
な大きさに切断し、大型のクレーンにより地上に吊り降
ろす作業を繰り返して行うようにしていた。
Conventionally, in the case of disassembling such a tank, a work scaffold is temporarily provided around the tank, and the worker uses the work scaffold to sequentially cut from a superstructure of the tank to an appropriate size with a burner. However, the work of hanging it on the ground with a large crane was repeated.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、斯かる
従来の解体工法では、タンク周囲に仮設しなければなら
ない作業足場が大掛かりなものとなって仮設作業に多大
な労力と時間を要し、工期が長くなると共に工費も嵩む
という問題があった。
However, in such a conventional dismantling method, a work scaffold that must be temporarily installed around the tank becomes a large scale, and a large amount of labor and time are required for the temporary work, and the construction period is short. There has been a problem that the construction cost increases as it becomes longer.

【0005】本発明は上述の実情に鑑みてなしたもの
で、大掛かりな作業足場の仮設を不要として、工期の短
縮と工費の削減を図り得るタンク解体工法を提供するこ
とを目的としている。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a tank dismantling method capable of shortening the construction period and the construction cost by eliminating the need for temporary provision of a large-scale work scaffold.

【0006】[0006]

【課題を解決するための手段】本発明は、タンク内にエ
アバッグを萎ませた状態で搬入し、該エアバッグに空気
を導入して膨張させ、次いで、前記タンク内に水を張っ
て前記エアバッグをタンク屋根に密着せしめ、該タンク
屋根の重量を前記エアバッグの浮力により支えた状態と
して前記タンク屋根をタンク側板内径より小さな径で切
断し、前記タンク内の水を段階的に抜いて水位を下げる
ことにより前記タンク屋根を降下させながら該タンク屋
根上から前記タンク側板の解体作業を行い、然る後に、
タンク側板の大半が解体されることによりタンク底部に
着床したタンク屋根の解体作業を行うことを特徴とする
タンク解体工法、に係るものである。
According to the present invention, an air bag is carried into a tank in a deflated state, air is introduced into the air bag to expand the air bag, and then water is poured into the tank to fill the air bag. The air bag is closely attached to the tank roof, the weight of the tank roof is supported by the buoyancy of the air bag, the tank roof is cut with a diameter smaller than the inner diameter of the tank side plate, and the water in the tank is gradually drained. While lowering the tank roof by lowering the water level, the tank side plate is disassembled from above the tank roof, and after that,
The present invention relates to a tank dismantling method, which dismantles a tank roof laid on the bottom of a tank by dismantling most of the tank side plates.

【0007】このようにすれば、タンク屋根上からタン
ク側板の解体作業を行うことが可能となるので、従来の
如き大掛かりな作業足場をタンク周囲に仮設する必要が
なくなる。
In this way, the tank side plate can be disassembled from the tank roof, so that it is not necessary to temporarily install a large-scale work scaffold around the tank as in the conventional case.

【0008】また、従来において作業性の悪い高所で行
われていたタンク屋根の解体作業を地上で行うことが可
能となる。
In addition, the dismantling work of the tank roof, which has been conventionally performed at a high place where workability is poor, can be performed on the ground.

【0009】また、タンク屋根上からタンク側板の解体
作業を行う際に、前記タンク屋根上に仮設クレーンを設
置しておき、該仮設クレーンを用いて前記タンク側板の
切断片を地上に吊り降ろすようにしても良い。
Further, when the tank side plate is disassembled from the tank roof, a temporary crane is installed on the tank roof and the cut pieces of the tank side plate are hung on the ground using the temporary crane. You can

【0010】このようにすれば、タンク側板の切断作業
と切断片の吊り降ろし作業との連携が容易となり、しか
も、従来の如く大型クレーンを地上に配置する必要がな
くなる。
With this arrangement, the work of cutting the tank side plate and the work of lifting the cut pieces are facilitated, and it is not necessary to arrange a large crane on the ground as in the conventional case.

【0011】[0011]

【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.

【0012】図1〜図7は本発明を実施する形態の一例
を示すもので、本形態例においては、外槽1aと内槽1
bとから成る二重殻構造としたタンク1の場合を図示し
ており、該タンク1のタンク屋根2は外槽1a及び内槽
1bの夫々の屋根部2a,2bにより構成され、タンク
側板3は外槽1a及び内槽1bの夫々の側板部3a,3
bにより構成されている。
1 to 7 show an example of an embodiment for carrying out the present invention. In this embodiment, an outer tank 1a and an inner tank 1 are provided.
The case of a tank 1 having a double shell structure composed of b and b is shown, and a tank roof 2 of the tank 1 is constituted by respective roof portions 2a and 2b of an outer tank 1a and an inner tank 1b, and a tank side plate 3 Is the side plate portions 3a, 3 of the outer tank 1a and the inner tank 1b, respectively.
b.

【0013】このような二重殻構造のタンク1の解体を
行う場合には、先ずタンク1内の貯蔵液と気化ガスとを
抜き出して空の状態とし、次いで、外槽1aと内槽1b
との間に充填されているパーライト等の保冷材を吸込み
真空法で吸引排出し、然る後に、タンク1内の雰囲気を
空気に置換した上で内部の附属品(液面計、温度計、ノ
ズル等)を撤去する。
When disassembling the double shell structure tank 1 as described above, the stored liquid and vaporized gas in the tank 1 are first evacuated to an empty state, and then the outer tank 1a and the inner tank 1b.
The suction material such as perlite filled in between is sucked and discharged by a vacuum method. After that, the atmosphere in the tank 1 is replaced with air, and the internal accessories (liquid level gauge, thermometer, Nozzle).

【0014】以上の如くして解体準備が整ったら、図1
に示す如く、タンク側板3下部のマンホール4からタン
ク1内にエアバッグ5を萎ませた状態で搬入し、次い
で、図2に示す如く、タンク屋根2中央部のマンホール
6を通してタンク1内に引き込んだ空気導入管7を前記
エアバッグ5に接続し、該エアバッグ5をタンク1外か
ら空気ポンプ8で空気9を導入することにより膨張させ
る。
When the dismantling preparation is completed as described above, FIG.
As shown in FIG. 2, the airbag 5 is carried into the tank 1 from the manhole 4 below the tank side plate 3 in a deflated state, and then drawn into the tank 1 through the manhole 6 at the center of the tank roof 2 as shown in FIG. The air introduction pipe 7 is connected to the air bag 5, and the air bag 5 is inflated by introducing air 9 from the outside of the tank 1 with an air pump 8.

【0015】前記エアバッグ5が十分に膨張したら、図
3に示す如く、空気導入管7をバルブ10により閉塞し
てエアバッグ5を密封し、前記タンク側板3下部に残し
てある貯蔵液排出用のノズル11からポンプ12を介し
タンク1内に水13を導入し、前記エアバッグ5がタン
ク屋根2(内槽1bの屋根部2b)に密着するよう水1
3を張り、タンク屋根2の重量をエアバッグ5の浮力に
より支え得る状態とする。
When the air bag 5 is sufficiently inflated, the air introducing pipe 7 is closed by a valve 10 to seal the air bag 5 as shown in FIG. 3, and the stored liquid remaining in the lower portion of the tank side plate 3 is discharged. Water 13 is introduced into the tank 1 from the nozzle 11 of the tank 1 through the pump 12 so that the air bag 5 is closely attached to the tank roof 2 (the roof portion 2b of the inner tank 1b).
3 is set up so that the weight of the tank roof 2 can be supported by the buoyancy of the airbag 5.

【0016】斯かる状態としたら、図4に示す如く、ノ
ズル11のバルブ14を閉塞してポンプ12を取外し、
タンク屋根2上(外槽1aの屋根部2a上)に適宜な数
の仮設クレーン15を設置した上で、前記タンク屋根2
をタンク側板3内径(内槽1bの側板部3bの内径)よ
り若干小さな径で切断する。
In this state, as shown in FIG. 4, the valve 14 of the nozzle 11 is closed and the pump 12 is removed.
After installing an appropriate number of temporary cranes 15 on the tank roof 2 (on the roof portion 2a of the outer tank 1a), the tank roof 2
Is cut with a diameter slightly smaller than the inner diameter of the tank side plate 3 (the inner diameter of the side plate portion 3b of the inner tank 1b).

【0017】尚、本形態例においては、タンク屋根2が
外槽1a及び内槽1bの夫々の屋根部2a,2bにより
構成されているので、タンク屋根2を切断するのに先だ
ち、外槽1a及び内槽1bの夫々の屋根部2a,2b相
互を図示しない連結材により一体に連結しておくことは
勿論である。
In this embodiment, since the tank roof 2 is composed of the roof portions 2a and 2b of the outer tank 1a and the inner tank 1b, the outer tank 1a is cut before the tank roof 2 is cut. It goes without saying that the roof portions 2a and 2b of the inner tank 1b are integrally connected to each other by a connecting member (not shown).

【0018】次いで、図5に示す如く、前記ノズル11
のバルブ14を開け、タンク1内の水13を段階的に抜
いて水位を下げることにより前記タンク屋根2をエアバ
ッグ5に搭載させて降下させながら該タンク屋根2上か
らタンク側板3の解体作業を開始し、該タンク側板3の
切断片16を地上に吊り降ろす。
Next, as shown in FIG.
The valve 14 of the tank 1 is opened, and the water 13 in the tank 1 is gradually drained to lower the water level so that the tank roof 2 is mounted on the airbag 5 and lowered while the tank side plate 3 is disassembled from above the tank roof 2. Then, the cut pieces 16 of the tank side plate 3 are hung on the ground.

【0019】このようにして、タンク側板3の解体を上
部側から進めていくと、図6に示す如く、エアバッグ5
がタンク底部17に着床する状態となるので、該エアバ
ッグ5に接続したままになっている空気導入管7のバル
ブ10を開けて徐々にエアバッグ5内の空気9を排出
し、図7に示す如く、エアバッグ5を萎ませてタンク屋
根2をタンク底部17に着床させる。
In this way, when the disassembly of the tank side plate 3 is advanced from the upper side, as shown in FIG.
Is in a state of landing on the tank bottom 17, the valve 10 of the air introducing pipe 7 which is still connected to the airbag 5 is opened to gradually discharge the air 9 in the airbag 5, As shown in, the airbag 5 is deflated and the tank roof 2 is landed on the tank bottom portion 17.

【0020】前記タンク底部17に着床したタンク屋根
2については、地上作業にて解体作業を進めれば良く、
該タンク屋根2の解体を以てタンク1の解体作業が完了
することになる。
As for the tank roof 2 which is landed on the tank bottom 17, the dismantling work may be advanced on the ground,
The dismantling work of the tank 1 is completed by dismantling the tank roof 2.

【0021】従って上記形態例によれば、切断したタン
ク屋根2をタンク1内の水13に浮かべたエアバッグ5
の浮力で支え、タンク1内の水13を抜いて水位を下げ
るという簡易な手段を用いて、タンク屋根2を降下させ
ながら該タンク屋根2上からタンク側板3の解体作業を
行うことができるので、従来の如き大掛かりな作業足場
をタンク1周囲に仮設する必要がなくなり、これによっ
て、工期の短縮と工費の削減を図ることができる。
Therefore, according to the above embodiment, the airbag 5 in which the cut tank roof 2 is floated on the water 13 in the tank 1
Since it is possible to perform the dismantling work of the tank side plate 3 from above the tank roof 2 while lowering the tank roof 2 by using a simple means of lowering the water level by supporting the buoyancy of the tank and draining the water 13 in the tank 1. Since it is not necessary to temporarily install a large-scale work scaffold around the tank 1 as in the conventional case, it is possible to reduce the construction period and the construction cost.

【0022】また、従来において作業性の悪い高所で行
われていたタンク屋根2の解体作業を地上で行うことが
できるので、該タンク屋根2を効率良く且つ安全に解体
することができる。
Further, the tank roof 2 can be disassembled efficiently and safely because the tank roof 2 can be dismantled on the ground, which has been conventionally performed at a high place where workability is poor.

【0023】更に、本形態例の如く、タンク屋根2上か
らタンク側板3の解体作業を行う際に、前記タンク屋根
2上に仮設クレーン15を設置しておき、該仮設クレー
ン15を用いて前記タンク側板3の切断片16を地上に
吊り降ろすようにすれば、タンク側板3の切断作業と切
断片16の吊り降ろし作業との連携が容易となるので、
タンク側板3を効率良く解体することができ、しかも、
従来の如く大型クレーンを地上に配置する必要がなくな
り、タンク屋根2上に小型の仮設クレーン15を設置す
るだけでタンク側板3の切断片16を地上に吊り降ろす
ことができるので、工費を一層削減することができる。
Further, when the tank side plate 3 is disassembled from the tank roof 2 as in this embodiment, a temporary crane 15 is installed on the tank roof 2 and the temporary crane 15 is used to If the cutting piece 16 of the tank side plate 3 is hung on the ground, the cutting work of the tank side plate 3 and the hanging work of the cutting piece 16 can be easily coordinated.
The tank side plate 3 can be disassembled efficiently, and moreover,
There is no need to arrange a large crane on the ground as in the conventional case, and the cut piece 16 of the tank side plate 3 can be hung on the ground simply by installing a small temporary crane 15 on the tank roof 2, further reducing the construction cost. can do.

【0024】尚、本発明のタンク解体工法は、上述の形
態例にのみ限定されるものではなく、図示では二重殻構
造としたタンクの場合を例示したが、一重殻構造のタン
クにも適用できること、その他、本発明の要旨を逸脱し
ない範囲内において種々変更を加え得ることは勿論であ
る。
The method of dismantling the tank of the present invention is not limited to the above-mentioned embodiment, and a tank having a double shell structure is illustrated in the figure, but it is also applicable to a tank having a single shell structure. It goes without saying that various changes can be made without departing from the scope of the present invention.

【0025】[0025]

【発明の効果】上記した本発明のタンク解体工法によれ
ば、下記の如き種々の優れた効果を奏し得る。
According to the tank dismantling method of the present invention described above, various excellent effects as described below can be obtained.

【0026】(I)切断したタンク屋根をタンク内の水
に浮かべたエアバッグの浮力で支え、タンク内の水を抜
いて水位を下げるという簡易な手段を用いて、タンク屋
根を降下させながら該タンク屋根上からタンク側板の解
体作業を行うことができるので、従来の如き大掛かりな
作業足場をタンク周囲に仮設する必要がなくなり、これ
によって、工期の短縮と工費の削減を図ることができ
る。
(I) While supporting the cut tank roof by the buoyancy of an air bag floating on the water in the tank and draining the water in the tank to lower the water level, while lowering the tank roof, Since the tank side plate can be disassembled from the top of the tank, it is not necessary to temporarily install a large-scale work scaffold around the tank as in the conventional case, thereby shortening the construction period and reducing the construction cost.

【0027】(II)従来において作業性の悪い高所で
行われていたタンク屋根の解体作業を地上で行うことが
できるので、該タンク屋根を効率良く且つ安全に解体す
ることができる。
(II) The tank roof can be disassembled efficiently and safely because the tank roof dismantling work, which was conventionally performed in a high place where workability is poor, can be performed on the ground.

【0028】(III)タンク屋根上からタンク側板の
解体作業を行う際に、前記タンク屋根上に仮設クレーン
を設置しておき、該仮設クレーンを用いて前記タンク側
板の切断片を地上に吊り降ろすようにすれば、タンク側
板の切断作業と切断片の吊り降ろし作業との連携が容易
となるので、タンク側板を効率良く解体することがで
き、しかも、従来の如く大型クレーンを地上に配置する
必要がなくなり、タンク屋根上に小型の仮設クレーンを
設置するだけでタンク側板の切断片を地上に吊り降ろす
ことができるので、工費を一層削減することができる。
(III) When disassembling the tank side plate from the tank roof, a temporary crane is installed on the tank roof, and the cut pieces of the tank side plate are hung on the ground using the temporary crane. If this is done, the work of cutting the tank side plate and the work of lifting the cut pieces can be facilitated, so that the tank side plate can be dismantled efficiently, and it is necessary to place a large crane on the ground as in the past. Since the cut pieces of the tank side plate can be hung on the ground simply by installing a small temporary crane on the tank roof, the construction cost can be further reduced.

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

【図1】本発明の実施の形態においてエアバッグの搬入
状態を示す概略図である。
FIG. 1 is a schematic diagram showing a carried-in state of an airbag according to an embodiment of the present invention.

【図2】図1のエアバッグを膨張させた状態を示す概略
図である。
FIG. 2 is a schematic view showing a state where the airbag of FIG. 1 is inflated.

【図3】図2のタンク内に水を張った状態を示す概略図
である。
FIG. 3 is a schematic view showing a state in which water is filled in the tank of FIG.

【図4】図3のタンク屋根を切断した状態を示す概略図
である。
FIG. 4 is a schematic view showing a state where the tank roof of FIG. 3 is cut.

【図5】図4のタンク屋根を降下させた状態を示す概略
図である。
5 is a schematic view showing a state where the tank roof of FIG. 4 is lowered.

【図6】図5のエアバッグがタンク底部に着床した状態
を示す概略図である。
FIG. 6 is a schematic view showing a state in which the airbag of FIG. 5 is landed on the bottom of the tank.

【図7】図6のタンク屋根がタンク底部に着床させた状
態を示す概略図である。
FIG. 7 is a schematic view showing a state where the tank roof of FIG. 6 is landed on the bottom of the tank.

【符号の説明】[Explanation of symbols]

1 タンク 2 タンク屋根 3 タンク側板 5 エアバッグ 9 空気 13 水 15 仮設クレーン 16 切断片 17 タンク底部 1 Tank 2 Tank Roof 3 Tank Side Plate 5 Airbag 9 Air 13 Water 15 Temporary Crane 16 Cutting Piece 17 Tank Bottom

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 タンク内にエアバッグを萎ませた状態で
搬入し、該エアバッグに空気を導入して膨張させ、次い
で、前記タンク内に水を張って前記エアバッグをタンク
屋根に密着せしめ、該タンク屋根の重量を前記エアバッ
グの浮力により支えた状態として前記タンク屋根をタン
ク側板内径より小さな径で切断し、前記タンク内の水を
段階的に抜いて水位を下げることにより前記タンク屋根
を降下させながら該タンク屋根上から前記タンク側板の
解体作業を行い、然る後に、タンク側板の大半が解体さ
れることによりタンク底部に着床したタンク屋根の解体
作業を行うことを特徴とするタンク解体工法。
1. An air bag is carried into a tank in a deflated state, air is introduced into the air bag to expand the air bag, and then water is filled in the tank to bring the air bag into close contact with the tank roof. The tank roof is cut by a diameter smaller than the inner diameter of the tank side plate with the weight of the tank roof supported by the buoyancy of the airbag, and the water level in the tank is gradually reduced to lower the water level. The tank side plate is dismantled from above the tank roof while lowering the tank, and after that, most of the tank side plate is dismantled to perform the dismantling work of the tank roof landed on the bottom of the tank. Tank dismantling method.
【請求項2】 タンク屋根上からタンク側板の解体作業
を行う際に、前記タンク屋根上に仮設クレーンを設置し
ておき、該仮設クレーンを用いて前記タンク側板の切断
片を地上に吊り降ろすことを特徴とする請求項1に記載
のタンク解体工法。
2. When a tank side plate is dismantled from the tank roof, a temporary crane is installed on the tank roof, and the cut pieces of the tank side plate are hung on the ground using the temporary crane. The tank dismantling method according to claim 1.
JP8015594A 1996-01-31 1996-01-31 Tank dismantling construction method Pending JPH09209583A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8015594A JPH09209583A (en) 1996-01-31 1996-01-31 Tank dismantling construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8015594A JPH09209583A (en) 1996-01-31 1996-01-31 Tank dismantling construction method

Publications (1)

Publication Number Publication Date
JPH09209583A true JPH09209583A (en) 1997-08-12

Family

ID=11893052

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8015594A Pending JPH09209583A (en) 1996-01-31 1996-01-31 Tank dismantling construction method

Country Status (1)

Country Link
JP (1) JPH09209583A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2871493A1 (en) * 2004-06-11 2005-12-16 Pyramid Sarl METHOD FOR DECONSTRUCTING A BUILDING PART AND THE DEVICE FOR IMPLEMENTING THE SAME
CN109018749A (en) * 2018-07-19 2018-12-18 滁州学院 A kind of oil storage bag with self-pressure regulating buoyancy unit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2871493A1 (en) * 2004-06-11 2005-12-16 Pyramid Sarl METHOD FOR DECONSTRUCTING A BUILDING PART AND THE DEVICE FOR IMPLEMENTING THE SAME
WO2006000724A1 (en) * 2004-06-11 2006-01-05 Pyramid Method of tearing down part of a building and device therefor
CN109018749A (en) * 2018-07-19 2018-12-18 滁州学院 A kind of oil storage bag with self-pressure regulating buoyancy unit

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