JPH11117543A - Demolishing method for above-ground cylindrical tank - Google Patents

Demolishing method for above-ground cylindrical tank

Info

Publication number
JPH11117543A
JPH11117543A JP30353397A JP30353397A JPH11117543A JP H11117543 A JPH11117543 A JP H11117543A JP 30353397 A JP30353397 A JP 30353397A JP 30353397 A JP30353397 A JP 30353397A JP H11117543 A JPH11117543 A JP H11117543A
Authority
JP
Japan
Prior art keywords
tank
roof
outer tank
ground
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
JP30353397A
Other languages
Japanese (ja)
Inventor
Osamu Asai
修 浅井
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 JP30353397A priority Critical patent/JPH11117543A/en
Publication of JPH11117543A publication Critical patent/JPH11117543A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a demolishing method for an above-ground type cylindrical tank by integrally dropping inner and outer tank roof structures without requiring a large scaffold. SOLUTION: After removing a cold insulator between the inner and outer tanks, the periphery of the inner tank roof 8 is cut off and it is supported by the outer tank roof 4, coupling jigs 14 are attached across the cutting portion 13 surrounding the outer tank roof 4 thereby permitting the support even in a cut state. Next, pressured air is introduced from a blower 15 to the inside of an inner tank thereby permitting the supporting of the inner and outer tank roofs 4, 8 by air pressure, the coupling jig 14 is removed in this state, and the inner and outer tank roofs 4, 8 are lowered to the ground while supporting them with the air pressure and are disassembled. By doing this, the inner and outer tank roofs 4, 8 can be disassembled on the ground without using a large scaffold thereby reducing the work at a high place and assuring the safety.

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】この発明は地上式円筒タンク
の解体工法に関し、内外槽屋根を空気圧で支持しながら
降下させることで高所作業を極力減らして安全かつ能率
的に解体できるようにしたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of dismantling a ground-type cylindrical tank, in which the roof at the inner and outer tanks is lowered while being supported by air pressure so that work at a high place can be reduced as much as possible and the dismantling can be performed safely and efficiently. It is.

【0002】[0002]

【従来の技術】液化天然ガス(LNG)や液化石油ガス
(LPG)を貯蔵するタンクとして内外槽間に保冷材を
充填した二重殻の円筒タンクが用いられている。
2. Description of the Related Art As a tank for storing liquefied natural gas (LNG) or liquefied petroleum gas (LPG), a double-shell cylindrical tank filled with a cooling material between inner and outer tanks is used.

【0003】このような二重殻円筒タンクでは、長期間
にわたる使用によって外気に含まれる塩分や硫黄分など
により外部から腐蝕されるとともに、内部からも混入し
た水分などによる腐蝕が生じ、腐蝕部分の修理による再
生が不可能になると、タンク全体を解体し再構築しなけ
ればならない。
[0003] In such a double-shelled cylindrical tank, while being used for a long period of time, it is corroded from the outside by salt and sulfur contained in the outside air, and also corroded by water mixed in from the inside, and the corroded portion When repairs make regeneration impossible, the entire tank must be dismantled and rebuilt.

【0004】従来、二重殻円筒タンクを解体する場合に
は、外槽を取り囲むように作業足場を仮設するととも
に、大型クレーンを用意し、大型クレーンで支持可能な
重量に外槽屋根から順次切断し、切断片を地上に降ろす
ことを繰り返して解体が行われている。
Conventionally, when disassembling a double-shell cylindrical tank, work scaffolds are temporarily provided so as to surround the outer tank, a large crane is prepared, and the outer tank roof is sequentially cut to a weight that can be supported by the large crane. Then, dismantling is performed by repeatedly lowering the cut pieces on the ground.

【0005】[0005]

【発明が解決しようとする課題】ところが、このような
従来の二重殻円筒タンクの解体工法では、外槽の周囲に
大掛かりな作業足場を仮設しなければならず、仮設・撤
去に多大な時間と費用を要するとともに、内外槽屋根の
解体が高所作業になるという問題がある。
However, in such a conventional method of dismantling a double-shell cylindrical tank, a large-scale work scaffold must be temporarily installed around the outer tank, which requires a great deal of time for temporary installation and removal. In addition, there is a problem that dismantling of the inner and outer tank roofs is a work at a high place.

【0006】この発明は上記従来技術の課題に鑑みてな
されたもので、大掛かりな作業足場を必要とせずに内外
槽屋根を一体のまま地上に降下させることで極力高所作
業を減らして解体することができる地上式円筒タンクの
解体工法を提供しようとするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art, and disassembles by reducing the work in high places as much as possible by lowering the roof of the inner and outer tanks to the ground without requiring a large-scale work platform. It is an object of the present invention to provide a method of disassembling a ground-type cylindrical tank that can be used.

【0007】[0007]

【課題を解決するための手段】上記課題解決するため、
この発明の請求項1記載の地上式円筒タンクの解体工法
は、地上式の二重殻円筒タンクを解体するに際し、内外
槽間の保冷材を撤去した後、内槽屋根の周囲を切断して
外槽屋根で支持させ、この外槽屋根の周囲の切断部を跨
いで連結用治具を取付け、次いで内槽内に加圧空気を導
入して内外槽屋根を支持可能にした後、当該外槽屋根の
周囲の前記切断部を切断し、前記連結用治具を取り外し
て空気圧で支持しながら降下させた後、当該内外槽屋根
及び内外槽側壁を切断して解体することを特徴とするも
のである。
In order to solve the above problems,
In the method of dismantling the above-ground cylindrical tank according to claim 1 of the present invention, when disassembling the above-ground double-shell cylindrical tank, after removing the cooling material between the inner and outer tanks, cutting around the inner tank roof. After being supported by the outer tank roof, a connecting jig is attached across the cut part around the outer tank roof, and then pressurized air is introduced into the inner tank to enable the inner and outer tank roof to be supported. After cutting the cutting portion around the tank roof, removing the connecting jig and lowering it while supporting it with air pressure, the inner and outer tank roofs and the inner and outer tank side walls are cut and dismantled. It is.

【0008】この地上式円筒タンクの解体工法によれ
ば、内外槽間の保冷材を撤去した後、内槽屋根の周囲を
切断して外槽屋根で支持させ、外槽屋根の周囲の切断部
を跨いで連結用治具を取付けて切断した状態でも支持で
きるようにした後、加圧空気を内槽内に導入して内外槽
屋根を空気圧で支持できるようにし、この状態で連結用
治具を取り外し、空気圧で支持しながら内外槽屋根を地
上に降下させて解体するようにしており、地上で内外槽
屋根の解体ができるようになり、大掛かりな作業足場を
設けること無く、高所作業を減らして安全に解体できる
ようになる。
According to this method of dismantling the above-ground cylindrical tank, after removing the cooling material between the inner and outer tanks, the periphery of the inner tank roof is cut and supported by the outer tank roof. After the connecting jig is attached and straddled, it can be supported even when it is cut, and then pressurized air is introduced into the inner tank so that the inner and outer tank roofs can be supported with air pressure. The roof of the inner and outer tanks is lowered to the ground while being supported by air pressure and dismantled, and the roof of the inner and outer tanks can be dismantled on the ground, making it possible to work at heights without setting up a large-scale work scaffold. It can be safely dismantled by reducing it.

【0009】また、この発明の請求項2記載の地上式円
筒タンクの解体工法は、請求項1記載の構成に加え、前
記内槽屋根の周囲を切断して外槽屋根で支持させたの
ち、当該内槽屋根の周囲に内槽側壁との間をシールする
エアシールを取付けることを特徴とするものである。
According to a second aspect of the present invention, there is provided a method for dismantling a ground-type cylindrical tank according to the first aspect, further comprising cutting the periphery of the inner tank roof and supporting the outer tank roof with the outer tank roof. An air seal for sealing between the inner tank roof and the inner tank side wall is provided around the inner tank roof.

【0010】この地上式円筒タンクの解体工法によれ
ば、内槽屋根の周囲にエアシールを取付けて内槽周囲の
エアをシールするようにしており、空気圧による支持を
一層確実にして安全に降下させることができるようにな
る。
According to this method of dismantling the above-ground cylindrical tank, an air seal is attached around the inner tank roof to seal the air around the inner tank, so that the support by the air pressure is further ensured to lower safely. Will be able to do it.

【0011】[0011]

【発明の実施の形態】以下、この発明の地上式円筒タン
クの解体工法の一実施の形態について図面を参照しなが
ら具体的に説明する。図1および図2はこの発明の地上
式円筒タンクの解体工法を二重殻低温貯槽に適用した一
実施の形態にかかる前半の工程図および後半の工程図で
ある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for dismantling a ground-type cylindrical tank according to the present invention will be specifically described below with reference to the drawings. 1 and 2 are a first half process diagram and a second half process diagram according to an embodiment in which the above-described method of dismantling a ground-type cylindrical tank of the present invention is applied to a double-shell low-temperature storage tank.

【0012】この地上式円筒タンクの解体工法が適用さ
れる二重殻低温貯槽は、地面などに設けた基礎1上に外
槽底板2が設けられ、その周囲に円筒状の外槽側板3が
溶接され、上部が外槽屋根4で覆われるとともに、この
外槽内に底部保冷材5を介して内槽底板6が設けられ、
その周囲に円筒状の内槽側板7が溶接され、上部が内槽
屋根8で覆われて外槽屋根4に取り付けた吊りロッド9
で支持され、内外槽間に保冷材10が充填されて構成さ
れている。
In the double-shell low-temperature storage tank to which the above-mentioned ground-type cylindrical tank dismantling method is applied, an outer tank bottom plate 2 is provided on a foundation 1 provided on the ground or the like, and a cylindrical outer tank side plate 3 is provided therearound. It is welded, the upper part is covered with an outer tank roof 4, and an inner tank bottom plate 6 is provided in the outer tank via a bottom heat insulating material 5,
A cylindrical inner tank side plate 7 is welded to the periphery thereof, the upper part of which is covered with an inner tank roof 8 and a suspension rod 9 attached to the outer tank roof 4.
, And is filled with a cooling material 10 between the inner and outer tanks.

【0013】このような二重殻低温貯槽の解体は次のよ
うにして行われる。準備として、貯槽内の貯蔵液を完全
に払い出すとともに、蒸発ガスなども排出して安全な状
態にする必要がある。
The disassembly of such a double-shell low-temperature storage tank is performed as follows. As a preparation, it is necessary to completely discharge the storage liquid in the storage tank and discharge the evaporative gas and the like so as to be in a safe state.

【0014】1) 内外槽間の保冷材の撤去。 外槽側板3と内槽側板7の間及び外槽屋根4と内槽屋根
8に充填してあるパーライトなどの保冷材10を外槽側
板3等のマンホール11をから外部にかきだして撤去す
る(図1(a)参照)。
1) Removal of the cooling material between the inner and outer tanks. The cold insulator 10 such as perlite filled between the outer tank side plate 3 and the inner tank side plate 7 and between the outer tank roof 4 and the inner tank roof 8 is scraped out from the manhole 11 such as the outer tank side plate 3 and removed. FIG. 1A).

【0015】2) 内槽屋根の周囲の切断。 内槽屋根8の周囲の内槽側板7の上端より内側の部分で
切断する。
2) Cutting around the inner tank roof. Cutting is performed at a portion inside the upper end of the inner tank side plate 7 around the inner tank roof 8.

【0016】この内槽屋根8の周囲を切断することによ
る内槽屋根8の重量は外槽屋根4に取り付けた吊りロッ
ド9によって外槽屋根4を介して外槽側板3などで支持
され、安全上の問題はない(図1(b)参照)。
The weight of the inner tank roof 8 obtained by cutting the periphery of the inner tank roof 8 is supported by the outer tank side plate 3 and the like via the outer tank roof 4 by the suspension rod 9 attached to the outer tank roof 4 to ensure safety. There is no above problem (see FIG. 1B).

【0017】3) 内外槽屋根の空気圧支持の準備。 必要に応じて切断された内槽屋根8の周囲に内槽側板7
との間の空気の洩れを防止する布などのエアシール12
を取付ける。この後、外槽屋根4の円周状の切断部13
を跨ぐように連結用治具14を外槽屋根4の外側に取り
付ける。このときの外槽屋根4の切断部13は、内槽屋
根8の切断位置とほぼ同一の内槽側板7内に降下させる
ことができる大きさの円周とする(図1(c)参照)。
3) Preparation of pneumatic support for the inner and outer tank roofs. The inner tank side plate 7 is provided around the inner tank roof 8 which is cut as necessary.
Air seal 12 such as cloth to prevent air leakage between
Install. Thereafter, the circumferential cut portion 13 of the outer tank roof 4 is formed.
The connecting jig 14 is attached to the outside of the outer tank roof 4 so as to straddle. The cutting portion 13 of the outer tank roof 4 at this time has a circumference large enough to be able to be lowered into the inner tank side plate 7 which is almost the same as the cutting position of the inner tank roof 8 (see FIG. 1 (c)). .

【0018】4) 内槽内への空気の圧入および外槽屋
根の切断。 内槽側板7のマンホールにブロワー15を接続した内槽
内に加圧空気を導入し、空気圧で内槽屋根8及び外槽屋
根4の重量を支持できる状態にする。この後、外槽屋根
4の周囲の切断部13を切断する。この外槽屋根4の切
断によって内槽屋根8及び外槽屋根4の重量は、内槽内
に導入された加圧空気で支持されるとともに、連結用治
具14によって支えられる。(図2(a)参照)。
4) Pressing air into the inner tank and cutting the outer tank roof. Pressurized air is introduced into the inner tank in which the blower 15 is connected to the manhole of the inner tank side plate 7 so that the weight of the inner tank roof 8 and the outer tank roof 4 can be supported by air pressure. Thereafter, the cutting portion 13 around the outer tank roof 4 is cut. By cutting the outer tub roof 4, the weight of the inner tub roof 8 and the outer tub roof 4 is supported by the pressurized air introduced into the inner tub and supported by the connecting jig 14. (See FIG. 2 (a)).

【0019】5) 内外槽屋根の降下。 吊りロッド9で連結された内槽屋根8と外槽屋根4を空
気圧で支持できるようにバランス調整などを行って安全
を確認した後、連結用治具14を取り外し、内槽内に導
入している加圧空気の圧力を保持して釣り合い状態を保
ったまま空気の量をコントロールして内外槽屋根4,8
を一体にした状態で降下させる(図2(b)参照)。
5) Lowering of inner and outer tank roofs. After confirming the safety by adjusting the balance so that the inner tank roof 8 and the outer tank roof 4 connected by the hanging rod 9 can be supported by air pressure, the connecting jig 14 is removed and introduced into the inner tank. By controlling the amount of air while maintaining the balanced state by maintaining the pressure of the pressurized air, the inner and outer tank roofs 4, 8
Is lowered in an integrated state (see FIG. 2B).

【0020】6) 内槽底板上での内外槽屋根の解体及
び内外槽側板等の解体。 こうして内外槽屋根4,8を内槽底板6上に降下させた
後、内外槽側板3,7に大きな工事用の開口16を形成
して地上での切断解体を行うとともに、クレーン18な
どを用いて内槽側板7および外槽側板3を切断解体し、
さらに内槽底板6の切断解体を行った後、底部保冷材5
を撤去し、最後に外槽底板2を切断解体する(図2
(c)参照)。
6) Dismantling of the inner and outer tank roofs on the inner tank bottom plate and dismantling of the inner and outer tank side plates. After lowering the inner and outer tank roofs 4 and 8 onto the inner tank bottom plate 6 in this way, a large construction opening 16 is formed in the inner and outer tank side plates 3 and 7 to perform cutting and dismantling on the ground and use a crane 18 or the like. To cut and disassemble the inner tank side plate 7 and the outer tank side plate 3,
Further, after the inner tank bottom plate 6 is cut and dismantled, the bottom cold insulator 5
And finally the outer tank bottom plate 2 is cut and dismantled (Fig. 2
(C)).

【0021】このようにして二重殻低温貯槽を解体する
ことで、内外槽屋根4,8を地上で解体することがで
き、その分だけ高所作業を減らすことができるととも
に、内外槽側板3,7の解体は大掛かりな作業足場を仮
設することなくクレーンなどだけで解体することがで
き、作業足場の必要もない。
By disassembling the double-shell low-temperature storage tank in this manner, the inner and outer tank roofs 4 and 8 can be dismantled on the ground, so that work at heights can be reduced by that much, and the inner and outer tank side plates 3 can be reduced. , 7 can be dismantled only with a crane or the like without temporarily installing a large-scale work scaffold, and there is no need for a work scaffold.

【0022】また、従来の解体方法に比べ、作業足場の
仮設・撤去などの必要がないので、工期を大幅に短縮す
ることができる。
Further, compared with the conventional disassembly method, there is no need to temporarily work or remove the work scaffolding, so that the construction period can be greatly reduced.

【0023】[0023]

【発明の効果】以上一実施の形態とともに具体的に説明
したように、この発明の請求項1記載の地上式円筒タン
クの解体工法によれば、内外槽間の保冷材を撤去した
後、内槽屋根の周囲を切断して外槽屋根で支持させ、外
槽屋根の周囲の切断部を跨いで連結用治具を取付けて切
断した状態でも支持できるようにした後、加圧空気を内
槽内に導入して内外槽屋根を空気圧で支持できるように
し、この状態で連結用治具を取り外し、空気圧で支持し
ながら内外槽屋根を地上に降下させて解体するようにし
たので、地上で内外槽屋根の解体ができ、大掛かりな作
業足場を設けること無く、高所作業を減らして安全に解
体することができる。
According to the method for dismantling a ground-type cylindrical tank according to the first aspect of the present invention, as described above in detail with one embodiment, after removing the cooling material between the inner and outer tanks, After cutting the periphery of the tank roof and supporting it with the outer tank roof, straddling the cut around the outer tank roof and attaching the jig for connection so that it can be supported even when cut, then pressurized air is blown to the inner tank In order to support the inner and outer tank roof by air pressure, the jig for connection was removed in this state, and the inner and outer tank roof was lowered to the ground while being supported by air pressure and dismantled. The tank roof can be dismantled, and it can be dismantled safely without the need for large-scale work scaffolds, reducing work in high places.

【0024】また、この発明の請求項2記載の地上式円
筒タンクの解体工法によれば、内槽屋根の周囲にエアシ
ールを取付けて内槽周囲のエアをシールするようにした
ので、空気圧による支持を一層確実にこなうことがで
き、安全に降下させることができる。
According to the method of disassembling the above-mentioned cylindrical tank according to the second aspect of the present invention, an air seal is attached around the roof of the inner tank to seal the air around the inner tank, so that it is supported by air pressure. Can be handled more reliably, and the descent can be performed safely.

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

【図1】この発明の地上式円筒タンクの解体工法を二重
殻低温貯槽に適用した一実施の形態にかかる前半の工程
図である。
FIG. 1 is a first half process diagram according to an embodiment in which a method of dismantling a ground-type cylindrical tank according to the present invention is applied to a double-shell low-temperature storage tank.

【図2】この発明の地上式円筒タンクの解体工法を二重
殻低温貯槽に適用した一実施の形態にかかる後半の工程
図である。。
FIG. 2 is a second half process diagram according to an embodiment in which the above-described method of dismantling the above-ground cylindrical tank is applied to a double-shell low-temperature storage tank. .

【符号の説明】[Explanation of symbols]

1 基礎 2 外槽底板 3 外槽側板 4 外槽屋根 5 底部保冷材 6 内槽底板 7 内槽側板 8 内槽屋根 9 吊りロッド 10 保冷材 11 マンホール 12 エアシール 13 切断部 14 連結用治具 15 ブロワー 16 工事用の開口 17 クレーン REFERENCE SIGNS LIST 1 foundation 2 outer tank bottom plate 3 outer tank side plate 4 outer tank roof 5 bottom cold insulator 6 inner tank bottom plate 7 inner tank side plate 8 inner tank roof 9 hanging rod 10 cold insulator 11 manhole 12 air seal 13 cutting part 14 connecting jig 15 blower 16 Construction opening 17 Crane

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地上式の二重殻円筒タンクを解体するに
際し、内外槽間の保冷材を撤去した後、内槽屋根の周囲
を切断して外槽屋根で支持させ、この外槽屋根の周囲の
切断部を跨いで連結用治具を取付け、次いで内槽内に加
圧空気を導入して内外槽屋根を支持可能にした後、当該
外槽屋根の周囲の前記切断部を切断し、前記連結用治具
を取り外して空気圧で支持しながら降下させた後、当該
内外槽屋根及び内外槽側壁を切断して解体することを特
徴とする地上式円筒タンクの解体工法。
When disassembling the above-ground double-shell cylindrical tank, after removing the cooling material between the inner and outer tanks, the periphery of the inner tank roof is cut and supported by the outer tank roof. Attaching the connecting jig over the surrounding cut part, then introducing pressurized air into the inner tank to enable the inner and outer tank roof to be supported, then cutting the cut part around the outer tank roof, A method of dismantling a ground-type cylindrical tank, comprising removing the connecting jig, lowering the jig while supporting it with air pressure, and cutting and disassembling the inner and outer tank roofs and the inner and outer tank side walls.
【請求項2】 前記内槽屋根の周囲を切断して外槽屋根
で支持させたのち、当該内槽屋根の周囲に内槽側壁との
間をシールするエアシールを取付けることを特徴とする
請求項1記載の地上式円筒タンクの解体工法。
2. An air seal for cutting the periphery of the inner tank roof and supporting the inner tank roof with an outer tank roof, and then sealing the space between the inner tank roof and a side wall of the inner tank. A method for dismantling a ground-type cylindrical tank according to item 1.
JP30353397A 1997-10-17 1997-10-17 Demolishing method for above-ground cylindrical tank Pending JPH11117543A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30353397A JPH11117543A (en) 1997-10-17 1997-10-17 Demolishing method for above-ground cylindrical tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30353397A JPH11117543A (en) 1997-10-17 1997-10-17 Demolishing method for above-ground cylindrical tank

Publications (1)

Publication Number Publication Date
JPH11117543A true JPH11117543A (en) 1999-04-27

Family

ID=17922142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30353397A Pending JPH11117543A (en) 1997-10-17 1997-10-17 Demolishing method for above-ground cylindrical tank

Country Status (1)

Country Link
JP (1) JPH11117543A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020148004A (en) * 2019-03-13 2020-09-17 株式会社Winビジネスデベロップメント Tank dismantling device and tank dismantling method
JP2021032006A (en) * 2019-08-28 2021-03-01 東京瓦斯株式会社 Cold insulation material removal method and cold insulation material removal system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020148004A (en) * 2019-03-13 2020-09-17 株式会社Winビジネスデベロップメント Tank dismantling device and tank dismantling method
JP2021032006A (en) * 2019-08-28 2021-03-01 東京瓦斯株式会社 Cold insulation material removal method and cold insulation material removal system

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