JPH108740A - Tank dismantling method - Google Patents

Tank dismantling method

Info

Publication number
JPH108740A
JPH108740A JP16296696A JP16296696A JPH108740A JP H108740 A JPH108740 A JP H108740A JP 16296696 A JP16296696 A JP 16296696A JP 16296696 A JP16296696 A JP 16296696A JP H108740 A JPH108740 A JP H108740A
Authority
JP
Japan
Prior art keywords
tank
side plate
cut
tank side
work
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
JP16296696A
Other languages
Japanese (ja)
Inventor
Nobumi Karasuno
信美 烏野
Naoyuki Takanashi
直幸 高梨
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
Ishikawajima Harima Heavy Industries Co Ltd
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 Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP16296696A priority Critical patent/JPH108740A/en
Publication of JPH108740A publication Critical patent/JPH108740A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

(57)【要約】 【課題】 長時間に亘る高所作業や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。 【解決手段】 タンク側板2a下端をタンク底部3aか
ら切り離してジャッキアップし、底部3aと側板2a下
端との間に生じた隙間に楔型のガイド部材8を複数配置
して底部3aに固定し、各ガイド部材8上に側板2aを
ジャッキダウンして解体作業を開始する為の初期状態を
準備し、側板2a下端の円周方向複数箇所を鉛直方向に
所要長さ切断し、その切断された側板2a下端の各切断
片9を各ガイド部材8に案内させつつタンク荷重により
花弁状に広げて側板2aを下降し、各切断片9を切断撤
去して初期状態に復帰するという作業を繰り返し、側板
2aの大半が解体されて底部3aまで下降したタンク屋
根4aを解体する。
(57) [Summary] [PROBLEMS] To provide a tank dismantling method capable of shortening the construction period and reducing the construction cost by eliminating the need for long-time high-place work and temporary installation of a large-scale work scaffold. SOLUTION: The lower end of a tank side plate 2a is cut off from a tank bottom 3a and jacked up, and a plurality of wedge-shaped guide members 8 are arranged in a gap generated between the bottom 3a and the lower end of the side plate 2a and fixed to the bottom 3a. An initial state for jacking down the side plate 2a on each guide member 8 and starting dismantling work is prepared, and a plurality of circumferential portions at the lower end of the side plate 2a are vertically cut to a required length, and the cut side plate is cut. While the cut pieces 9 at the lower end 2a are guided by the respective guide members 8, they are expanded in a petal shape by the tank load, the side plate 2a is lowered, and the cut pieces 9 are cut and removed to return to the initial state. Most of 2a is dismantled and the tank roof 4a descending to the bottom 3a is dismantled.

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、タンク周囲に大掛かりな作業足場を仮設し、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, when such a tank is dismantled, a large-scale work scaffold is temporarily provided around the tank, and by using the work scaffold, an operator sequentially uses a burner to sequentially increase the size of the tank from the upper structure of the tank. , And 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、作業性の悪い高所での作業が長時
間に亘って必要となり、また、作業足場を仮設するのに
も多大な時間を要する為、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, work in a high place where workability is poor is required for a long time, and much time is required for temporarily setting a work scaffold. Therefore, there is a problem that the construction period becomes longer and the construction cost increases.

【0005】本発明は上述の実情に鑑みてなしたもの
で、長時間に亘る高所作業や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 provides a tank dismantling method capable of shortening the construction period and reducing the construction cost by eliminating the need for long-time high-place work and temporary installation of a large-scale work scaffold. It is intended to be.

【0006】[0006]

【課題を解決するための手段】本発明は、タンク側板下
端をタンク底部から切り離してジャッキアップし、タン
ク底部とタンク側板下端との間に生じた隙間にタンク側
板の半径方向中心側に向け上り勾配を成す楔型のガイド
部材を複数配置してタンク底部に固定し、前記各ガイド
部材上にタンク側板をジャッキダウンして解体作業を開
始する為の初期状態を準備し、次いで、タンク側板下端
の円周方向複数箇所を鉛直方向に所要長さ切断し、その
切断されたタンク側板下端の各切断片を各ガイド部材に
案内させつつタンク荷重により花弁状に広げてタンク側
板を下降し、次いで、花弁状に広がった各切断片を切断
撤去して初期状態に復帰するという作業を繰り返し、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
ク底部まで下降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, the lower end of the tank side plate is separated from the bottom of the tank and jacked up, and the gap formed between the bottom of the tank and the lower end of the tank side plate rises toward the radial center of the side plate. A plurality of wedge-shaped guide members forming a gradient are arranged and fixed to the bottom of the tank, and the tank side plate is jacked down on each of the guide members to prepare an initial state for starting dismantling work. A plurality of locations in the circumferential direction are vertically cut to a required length, and the cut pieces at the lower end of the tank side plate are spread in a petal shape by the tank load while guiding each cut piece to each guide member, and the tank side plate is lowered. Repeating the work of cutting and removing each cut petal-shaped piece and returning to the initial state, after that, most of the tank side plates are dismantled and descend to the tank bottom. Tank demolition method which is characterized in that the dismantling of the tank roof, it relates to a.

【0007】このようにすれば、解体作業の殆どを地上
で行うことが可能となるので、従来の如き長時間に亘る
高所作業や大掛かりな作業足場の仮設が不要となる。
In this way, most of the demolition work can be performed on the ground, so that it is not necessary to perform a long-time high-altitude work or a large-scale temporary work scaffold as in the conventional art.

【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】[0009]

【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.

【0010】図1〜図9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、内槽1aと外槽1
bとから成る二重殻構造とした地上式のタンク1を解体
する場合を例示している。
FIGS. 1 to 9 show an embodiment of the present invention. In this embodiment, an inner tank 1a and an outer tank 1 are shown.
b illustrates a case in which a ground-type tank 1 having a double shell structure composed of b is dismantled.

【0011】内槽1a及び外槽1bの夫々の胴部分はタ
ンク側板2a,2bにより円筒状に形成されており、内
槽1aのタンク側板2aはタンク底部3a上に立設さ
れ、外槽1bのタンク側板2bは基礎スラブ3b上に立
設されており、各タンク側板2a,2bの上端にはドー
ム状のタンク屋根4a,4bが接合されている。
The body of each of the inner tank 1a and the outer tank 1b is formed in a cylindrical shape by tank side plates 2a and 2b. The tank side plate 2a of the inner tank 1a is erected on the tank bottom 3a, and the outer tank 1b The tank side plate 2b is erected on the base slab 3b, and dome-shaped tank roofs 4a, 4b are joined to the upper ends of the tank side plates 2a, 2b.

【0012】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、内槽1aと外槽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 tank 1 having such a double shell structure, first, the storage liquid and the vaporized gas in the tank 1 are extracted and made empty, and then the inner tank 1a and the outer tank 1b are removed.
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).

【0013】以上の如くして解体準備が整ったら、図1
に示す如く、内槽1a及び外槽1bの相互のタンク屋根
4a,4b同士をサポート5により一体に連結し、次い
で、図2に示す如く、外槽1bのタンク側板2bの下端
部分を切断して撤去し、これにより外槽1bの全ての荷
重が内槽1aのタンク屋根4aにかかるようにする。
When the dismantling preparation is completed as described above, FIG.
As shown in FIG. 2, the tank roofs 4a and 4b of the inner tank 1a and the outer tank 1b are integrally connected to each other by the support 5, and then the lower end of the tank side plate 2b of the outer tank 1b is cut as shown in FIG. So that all the load of the outer tub 1b is applied to the tank roof 4a of the inner tub 1a.

【0014】更に、図3に示す如く、内槽1aのタンク
側板2aの下端側外周面における円周方向複数箇所に、
外側に向け張り出す支持部6を溶接等により取り付け、
該各支持部6の下側には、ねじジャッキや油圧ジャッキ
等のジャッキ7を配置する。
Further, as shown in FIG. 3, at a plurality of circumferential positions on the outer peripheral surface on the lower end side of the tank side plate 2a of the inner tank 1a,
Attach the support portion 6 that protrudes outward by welding, etc.
A jack 7 such as a screw jack or a hydraulic jack is arranged below each of the support portions 6.

【0015】次いで、図4に示す如く、内槽1aのタン
ク側板2a下端をタンク底部3aから切り離して前記各
ジャッキ7により各支持部6を介し内槽1a及び外槽1
bをジャッキアップし、更に、図5に示す如く、タンク
底部3aと内槽1aのタンク側板2a下端との間に生じ
た隙間にタンク側板2aの半径方向中心側に向け上り勾
配を成す楔型のガイド部材8を複数配置してタンク底部
3aに固定し、図6に示す如く、前記内槽1aのタンク
側板2aを各ガイド部材8上にジャッキダウンして各ジ
ャッキ7及び各支持部6を撤去し、解体作業を開始する
為の初期状態を準備する。
Next, as shown in FIG. 4, the lower end of the tank side plate 2a of the inner tank 1a is separated from the tank bottom 3a, and the inner tank 1a and the outer tank 1 are separated by the jacks 7 through the support portions 6.
b), and further, as shown in FIG. 5, a wedge shape which forms an ascending gradient toward the radial center side of the tank side plate 2a in a gap formed between the tank bottom 3a and the lower end of the tank side plate 2a of the inner tank 1a. A plurality of guide members 8 are arranged and fixed to the tank bottom portion 3a, and as shown in FIG. 6, the tank side plate 2a of the inner tank 1a is jacked down on each guide member 8, and each jack 7 and each support portion 6 are formed. Remove and prepare the initial state to start dismantling work.

【0016】このようにして初期状態を準備したら、図
7に示す如く、内槽1aのタンク側板2a下端の円周方
向複数箇所を鉛直方向に所要長さ切断し、その切断され
たタンク側板2a下端の各切断片9を各ガイド部材8に
案内させつつタンク荷重により花弁状に広げてタンク側
板2aを下降し、次いで、図8に示す如く、花弁状に広
がった各切断片9を切断撤去して初期状態に復帰し、こ
れ以降は、前述した初期状態からの作業手順を同じよう
に繰り返して解体作業を継続する。
After preparing the initial state in this way, as shown in FIG. 7, a plurality of circumferential portions at the lower end of the tank side plate 2a of the inner tank 1a are cut in a required length in the vertical direction, and the cut tank side plate 2a is cut. While the cut pieces 9 at the lower end are guided by the guide members 8, the cut pieces 9 are spread in a petal shape by the tank load, and the tank side plate 2 a is lowered. Then, as shown in FIG. Thereafter, the operation returns to the initial state, and thereafter, the above-described operation procedure from the initial state is repeated in the same manner to continue the disassembly operation.

【0017】このとき、内槽1aのタンク側板2aが下
降することにより外槽1bのタンク側板2bも下降する
ので、該外槽1bのタンク側板2b下端をタンク1の下
降状態に応じて切断撤去し、内槽1aのタンク側板2a
下端に対する切断作業に支障をきたさないようにするこ
とは勿論である。
At this time, as the tank side plate 2a of the inner tank 1a is lowered, the tank side plate 2b of the outer tank 1b is also lowered, so that the lower end of the tank side plate 2b of the outer tank 1b is cut and removed in accordance with the lowered state of the tank 1. And the tank side plate 2a of the inner tank 1a
Of course, it does not hinder the cutting operation for the lower end.

【0018】尚、各タンク側板2a,2bの解体作業が
進行するにつれてタンク荷重が減少することになるが、
一般的に各タンク側板2a,2bは上側に向かうにつれ
て肉厚が薄くなるようになっているので、各タンク側板
2a,2bの解体作業が進行しても各切断片9をタンク
荷重により良好に広げることが可能であり、特に本形態
例の如く、外槽1bの全ての荷重を内槽1aのタンク屋
根4aにかけるようにした場合には、各切断片9を広げ
るのに十分なタンク荷重を容易に確保することができ
る。
The tank load decreases as the tank side plates 2a and 2b are dismantled.
Generally, the thickness of each of the tank side plates 2a and 2b is reduced toward the upper side, so that even when the disassembling operation of each of the tank side plates 2a and 2b proceeds, each cut piece 9 can be satisfactorily moved by the tank load. When the entire load of the outer tub 1b is applied to the tank roof 4a of the inner tub 1a as in the present embodiment, a tank load sufficient to spread the cut pieces 9 can be obtained. Can be easily secured.

【0019】このようにして、各タンク側板2a,2b
の解体を下端部分から進めていくと、図9に示す如く、
各タンク側板2a,2bの大半が解体されて夫々のタン
ク屋根4a,4bがタンク底部3aまで下降した状態と
なるので、該タンク底部3aまで下降した各タンク屋根
4a,4bについては、地上作業にて解体作業を進めれ
ば良く、該各タンク屋根4a,4b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。
In this manner, the tank side plates 2a, 2b
As shown in FIG. 9, when the disassembly is advanced from the lower end,
Since most of the tank side plates 2a and 2b are dismantled and the respective tank roofs 4a and 4b are lowered to the tank bottom 3a, the tank roofs 4a and 4b lowered to the tank bottom 3a are used for ground work. The dismantling of the tank 1 is completed by dismantling the tank roofs 4a and 4b.

【0020】従って上記形態例によれば、解体作業の殆
どを地上で行うことができるので、従来の如き長時間に
亘る高所作業や大掛かりな作業足場の仮設を不要とする
ことができ、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, most of the dismantling work can be performed on the ground, so that it is not necessary to perform a long-time work at a high place or temporarily construct a large-scale work scaffold as in the related art. Accordingly, it is possible to shorten the construction period and reduce the construction cost.

【0021】また、従来において作業性の悪い高所で行
われていた各タンク屋根4a,4bの解体作業を地上で
行うことができるので、該各タンク屋根4a,4bを効
率良く且つ安全に解体することができる。
In addition, since the tank roofs 4a and 4b can be dismantled on the ground, which has been conventionally performed at a high place where workability is poor, the tank roofs 4a and 4b can be dismantled efficiently and safely. can do.

【0022】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
クに対して適用することも可能であり、この場合には、
必要に応じて錘をタンク屋根に上載しても良いこと、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。
Incidentally, the tank dismantling method of the present invention is not limited to the above-described embodiment, and the case of a tank having a double shell structure is illustrated in the drawings. It is also possible to apply, in this case,
It is needless to say that the weight may be mounted on the tank roof as needed, and that various changes may be made without departing from the spirit of the present invention.

【0023】[0023]

【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.

【0024】(I)解体作業の殆どを地上で行うことが
できるので、従来の如き長時間に亘る高所作業や大掛か
りな作業足場の仮設を不要とすることができ、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) Since most of the dismantling work can be performed on the ground, it is not necessary to perform long-time high-place work or temporary installation of a large-scale work scaffold as in the conventional art, thereby shortening the construction period. And reduction of construction cost.

【0025】(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) Since the tank roof can be dismantled on the ground, which has been conventionally performed at a high place where workability is poor, the tank roof can be dismantled efficiently and safely.

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

【図1】内槽及び外槽のタンク屋根同士を一体に連結し
た状態を示す概略図である。
FIG. 1 is a schematic view showing a state in which tank roofs of an inner tank and an outer tank are integrally connected.

【図2】外槽のタンク側板の下端部分を切断撤去した状
態を示す概略図である。
FIG. 2 is a schematic view showing a state in which a lower end portion of a tank side plate of an outer tank is cut and removed.

【図3】内槽のタンク側板下端の周囲にジャッキを配置
した状態を示す概略図である。
FIG. 3 is a schematic view showing a state where a jack is arranged around a lower end of a tank side plate of an inner tank.

【図4】内槽のタンク側板をタンク底部から切り離して
ジャッキアップした状態を示す概略図である。
FIG. 4 is a schematic view showing a state in which a tank side plate of an inner tank is separated from a tank bottom and jacked up.

【図5】タンク底部と内槽のタンク側板との間に楔型の
ガイド部材を配置した状態を示す概略図である。
FIG. 5 is a schematic view showing a state in which a wedge-shaped guide member is arranged between a tank bottom and a tank side plate of an inner tank.

【図6】内槽のタンク側板をガイド部材上にジャッキダ
ウンした状態を示す概略図である。
FIG. 6 is a schematic diagram showing a state in which a tank side plate of an inner tank is jacked down on a guide member.

【図7】内槽のタンク側板下端の複数箇所を鉛直方向に
切断して花弁状に広げた状態を示す概略図である。
FIG. 7 is a schematic diagram showing a state in which a plurality of locations at the lower end of the tank side plate of the inner tank are cut in the vertical direction and expanded in a petal shape.

【図8】花弁状に広がった各切断片を切断撤去して初期
状態に復帰した状態を示す概略図である。
FIG. 8 is a schematic diagram showing a state in which each cut piece that has spread in a petal shape is cut and removed and returned to an initial state.

【図9】各タンク側板が解体されて各タンク屋根がタン
ク底部まで下降した状態を示す概略図である。
FIG. 9 is a schematic diagram showing a state in which each tank side plate is disassembled and each tank roof is lowered to the tank bottom.

【符号の説明】[Explanation of symbols]

1 タンク 2a タンク側板 3a タンク底部 4a タンク屋根 8 ガイド部材 9 切断片 Reference Signs List 1 tank 2a tank side plate 3a tank bottom 4a tank roof 8 guide member 9 cut piece

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 タンク側板下端をタンク底部から切り離
してジャッキアップし、タンク底部とタンク側板下端と
の間に生じた隙間にタンク側板の半径方向中心側に向け
上り勾配を成す楔型のガイド部材を複数配置してタンク
底部に固定し、前記各ガイド部材上にタンク側板をジャ
ッキダウンして解体作業を開始する為の初期状態を準備
し、次いで、タンク側板下端の円周方向複数箇所を鉛直
方向に所要長さ切断し、その切断されたタンク側板下端
の各切断片を各ガイド部材に案内させつつタンク荷重に
より花弁状に広げてタンク側板を下降し、次いで、花弁
状に広がった各切断片を切断撤去して初期状態に復帰す
るという作業を繰り返し、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まで下降したタンク
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. A wedge-shaped guide member in which a lower end of a tank side plate is separated from a tank bottom portion and jacked up, and a clearance formed between the tank bottom portion and the lower end of the tank side plate forms an upward gradient toward a radially center side of the tank side plate. Are arranged and fixed to the tank bottom, and the tank side plate is jacked down on each of the guide members to prepare an initial state for starting dismantling work. Direction, cut the cut pieces at the lower end of the tank side plate into the petals while guiding each cut piece to each guide member, descend the tank side plate, and then cut each petal-shaped cut The work of cutting and removing the pieces and returning to the initial state was repeated, and after that, the tank roof that descended to the bottom of the tank was dismantled because most of the tank side plates were dismantled. Tank dismantling method characterized by the following.
JP16296696A 1996-06-24 1996-06-24 Tank dismantling method Pending JPH108740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16296696A JPH108740A (en) 1996-06-24 1996-06-24 Tank dismantling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16296696A JPH108740A (en) 1996-06-24 1996-06-24 Tank dismantling method

Publications (1)

Publication Number Publication Date
JPH108740A true JPH108740A (en) 1998-01-13

Family

ID=15764668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16296696A Pending JPH108740A (en) 1996-06-24 1996-06-24 Tank dismantling method

Country Status (1)

Country Link
JP (1) JPH108740A (en)

Similar Documents

Publication Publication Date Title
CN109838114A (en) Reinforced concrete structure inversely removes temporary support conversion equipment and its operating method
JP3218519B2 (en) Building demolition method
JPH108740A (en) Tank dismantling method
JPH1061214A (en) Tank dismantling method
JPH05248089A (en) Jack for construction work
JPH09324544A (en) Tank dismantling method
JPH1088827A (en) Dismantling method of spherical tank
JPH04161566A (en) Constructing apparatus for large space building
JPH10280543A (en) Construction method of dome-like roof
JPH1030347A (en) Dismantling method of double shell tank
JPH102116A (en) Tank dismantling method
JPH1046839A (en) Tank dismantling method
JPH11182064A (en) Tank dismantling method
CN110374317A (en) The construction method of hole part liftable discharging platform
JP2002030810A (en) Structure construction method and construction apparatus
JPH09209583A (en) Tank dismantling method
JP4329156B2 (en) Construction method of above ground type double shell cryogenic tank
JP2914162B2 (en) How to dismantle a water gas tank
JPH1162274A (en) Dismantling method of spherical tank
JPH09209585A (en) Tank dismantling method
JPH10159357A (en) Dismantling method of the tank installed on the ground
JPH09317213A (en) Tank dismantling method
JPH0251002B2 (en)
KR20250160178A (en) Construction method of a spherical double-skinned tank
JP2982592B2 (en) Formwork equipment used for construction of hollow concrete structures