JP2000265705A - Method for installing bottom plate of double shell tank - Google Patents

Method for installing bottom plate of double shell tank

Info

Publication number
JP2000265705A
JP2000265705A JP11071548A JP7154899A JP2000265705A JP 2000265705 A JP2000265705 A JP 2000265705A JP 11071548 A JP11071548 A JP 11071548A JP 7154899 A JP7154899 A JP 7154899A JP 2000265705 A JP2000265705 A JP 2000265705A
Authority
JP
Japan
Prior art keywords
bottom plate
inner tank
tank bottom
tank
plate
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
JP11071548A
Other languages
Japanese (ja)
Inventor
Yukihiro Yoshihara
幸弘 吉原
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 JP11071548A priority Critical patent/JP2000265705A/en
Publication of JP2000265705A publication Critical patent/JP2000265705A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide the bottom-plate installing method of a double shell tank, by which an inner-tank bottom plate can be installed without waiting the completion of a roof and without requiring high-place works. SOLUTION: A reinforcing material 13 being lifted and lowered only by elevator materials 12 such as jacks, in which an inner-tank bottom plate 2a assembled on the frame 4 of an outer-tank bottom plate 1a is mounted on an outer circumferential section, and being supported to the intermediate section of an inner-tank side plate 2b while being used for supporting the inner-tank bottom plate 2a only by the outer circumferential section is secured. Accordingly, the inner-tank bottom plate 2a can be installed without waiting the completion of a roof and without requiring high-place works.

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、二重殻タンクの
底板据付方法に関し、内槽底板を屋根の取り付けを待た
ずに内槽側板を利用して高所作業を無くし、簡単に据え
付けが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 for installing a bottom plate of a double shell tank, and can easily install the bottom plate of an inner tank without using a side plate of an inner tank without waiting for installation of a roof. It is like that.

【0002】[0002]

【従来の技術】地上式LNGタンク等の低温貯槽では、
例えば図3に示すように、外槽1と内槽2との二重殻タ
ンクとされ、内外槽間に保冷層3が設けられ、外部から
の侵入熱を極力抑えるようになっている。
2. Description of the Related Art In a low-temperature storage tank such as a ground-type LNG tank,
For example, as shown in FIG. 3, a double shell tank composed of an outer tank 1 and an inner tank 2 is provided, and a cooling layer 3 is provided between the inner and outer tanks so as to minimize heat entering from the outside.

【0003】このような二重殻タンクでは、低温液と接
する内槽2を低温材で構成するとともに、内槽底板2a
は突合せ溶接で製作することが行われている。
In such a double-shell tank, the inner tank 2 which is in contact with the low-temperature liquid is made of a low-temperature material, and the inner tank bottom plate 2a
Are manufactured by butt welding.

【0004】このため、二重殻タンクの内槽底板2aの
据え付けは、例えば次のような工程で行われる。
[0004] For this reason, the installation of the inner tank bottom plate 2a of the double shell tank is performed in the following steps, for example.

【0005】まず、基礎コンクリート上に外槽底板1a
を組み立てた後、外槽側板1bと内槽側板2bを組み立
てる一方、隣接地で内外槽屋根1c,2cを組み立て
る。そして、組み立てられた外槽底板1a上で架台4を
介して内槽底板2aを突き合わせ溶接で組み立てる。
First, the outer tank bottom plate 1a is placed on the foundation concrete.
After assembling, the outer tank side plate 1b and the inner tank side plate 2b are assembled, and the inner and outer tank roofs 1c, 2c are assembled at adjacent places. Then, the inner tank bottom plate 2a is assembled by butt welding on the assembled outer tank bottom plate 1a via the gantry 4.

【0006】この後、組立が完成した外槽側板1bと内
槽側板2b上に隣接地で組み立てられた内外槽屋根1
c,2cを取り付ける。
Thereafter, the inner and outer tank roofs 1 assembled at adjacent locations on the outer tank side plate 1b and the inner tank side plate 2b that have been assembled are completed.
c, 2c are attached.

【0007】こうして内外槽屋根1c,2cの取り付け
を待って、図4に示すように、屋根2cと内槽側板2b
上端部のナックル部2dとを利用して内槽底板2aの半
径方向複数箇所(例えば、8か所)および円周方向複数
箇所(例えば中心1箇所とその外周に15箇所、さらに
外周にはそれぞれ45箇所)の多数箇所(例えば合計2
86箇所)にワイヤおよびチェーンブロック5を取り付
けるとともに、内槽底板2aを一体に吊り上げることが
できるように補強を行う。
After the inner and outer tank roofs 1c and 2c are attached in this way, as shown in FIG. 4, the roof 2c and the inner tank side plate 2b are mounted.
Utilizing the knuckle portion 2d at the upper end, a plurality of locations (for example, eight locations) in the radial direction of the inner tank bottom plate 2a and a plurality of locations in the circumferential direction (for example, one location at the center and 15 locations on its outer circumference, and further on the outer circumference, respectively) 45 locations (for example, a total of 2 locations)
(86 locations), the wire and the chain block 5 are attached, and reinforcement is performed so that the inner tank bottom plate 2a can be lifted integrally.

【0008】このような内槽底板2aと屋根2cと、あ
るいは内槽底板2aとナックル部2dとを多数箇所のワ
イヤ及びチェーンブロック5で連結した後、内槽底板2
aを上昇して架台を撤去し、内槽底板2aを下降して所
定位置に据え付け、ワイヤ及びチェーンブロック5を撤
去するようにしている。
After connecting the inner tank bottom plate 2a and the roof 2c or the inner tank bottom plate 2a and the knuckle portion 2d with a number of wires and chain blocks 5, the inner tank bottom plate 2a
a, the gantry is removed, the inner tank bottom plate 2a is lowered and installed at a predetermined position, and the wire and the chain block 5 are removed.

【0009】[0009]

【発明が解決しようとする課題】ところが、このような
内槽底板の据付方法では、内槽底板2aを一体にしたま
ま昇降させるためワイヤ及びチェーンブロック5を多数
箇所に取り付け、これらをナックル部2dと屋根2cで
支持するようにしており、屋根1c,2cが完成した後
でなければ内槽底板2aの据付作業を行うことができな
いという問題がある。
However, in such a method of mounting the inner tank bottom plate, a wire and a chain block 5 are attached to a large number of places in order to raise and lower the inner tank bottom plate 2a integrally, and to attach them to the knuckle portion 2d. And the roof 2c, there is a problem that the installation work of the inner tank bottom plate 2a can be performed only after the roofs 1c, 2c are completed.

【0010】また、ワイヤ及びチェーンブロック5をナ
ックル部2dと屋根2cで支持するようにしているた
め、これらの取付作業が高所作業となり、安全上好まし
くないという問題もある。
In addition, since the wire and the chain block 5 are supported by the knuckle portion 2d and the roof 2c, there is a problem that these mounting operations are performed at a high place, which is not preferable in terms of safety.

【0011】この発明はかかる従来技術の有する課題を
解決するためになされたもので、屋根の完成を待たず
に、しかも高所作業を必要とせずに内槽底板の据え付け
ができる二重殻タンクの底板据付方法を提供しようとす
るものである。
The present invention has been made in order to solve the problems of the prior art, and has a double shell tank capable of installing an inner tank bottom plate without waiting for completion of a roof and without requiring work at a high place. It is intended to provide a method for installing a bottom plate.

【0012】[0012]

【課題を解決するための手段】上記従来技術が有する課
題を解決するためこの発明の請求項1記載の二重殻タン
クの底板据付方法は、二重殻タンクの内槽底板を据え付
けるに際し、外槽底板を組み立てた後、外槽側板と内槽
側板を組み立てるとともに、前記外槽底板上に架台を介
して内槽底板を組み立て、組立後の内槽底板に補強材を
取り付けて一体に昇降できるようにするとともに、当該
内槽底板の周囲を内槽側板に取り付けた昇降機材で昇降
可能とし、この昇降機材で内槽底板を上昇させて前記架
台を撤去した後、下降させて内槽底板を据え付け、前記
補強材および昇降機材を撤去するようにしたことを特徴
とするものである。
In order to solve the problems of the prior art, a method for installing a bottom plate of a double shell tank according to the first aspect of the present invention comprises the steps of: After assembling the tank bottom plate, assembling the outer tank side plate and the inner tank side plate, assembling the inner tank bottom plate via the gantry on the outer tank bottom plate, attaching a reinforcing material to the assembled inner tank bottom plate, and ascending and descending integrally. As well as, the periphery of the inner tank bottom plate can be raised and lowered with lifting equipment attached to the inner tank side plate, the inner tank bottom plate is raised with the lifting equipment and the gantry is removed, and then lowered to lower the inner tank bottom plate. It is characterized in that it is installed, and the reinforcing material and the lifting equipment are removed.

【0013】この二重殻タンクの底板据付方法によれ
ば、外槽底板上で組み立てた内槽底板を外周部に取り付
けたジャッキ等の昇降機材だけで昇降するようにして内
槽側板の途中に支持するとともに、内槽底板を外周部だ
けで支持できるようにするための補強材を取り付けるよ
うにしており、屋根の完成を待たず、高所作業を必要と
せずに内槽底板の据え付けができるようになる。
According to the method for installing the bottom plate of the double shell tank, the inner bottom plate assembled on the outer bottom plate is moved up and down only by a lifting device such as a jack attached to the outer peripheral portion, so that the inner bottom plate is placed halfway along the inner bottom plate. Along with supporting the inner tank bottom plate, a reinforcing material is attached so that it can be supported only at the outer periphery, so that the inner tank bottom plate can be installed without waiting for the completion of the roof and without requiring work at height Become like

【0014】[0014]

【発明の実施の形態】以下、この発明の一実施の形態に
ついて図面を参照しながら詳細に説明する。図1および
図2はこの発明の二重殻タンクの底板据付方法の一実施
の形態にかかり、図1は概略斜視図、図2は工程図であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. 1 and 2 relate to an embodiment of a method for installing a bottom plate of a double-shell tank according to the present invention. FIG. 1 is a schematic perspective view, and FIG. 2 is a process diagram.

【0015】この二重殻タンクの底板据付方法は、地上
式二重殻タンクの内槽底板2aに適用され、屋根の取り
付けと無関係に内槽側板2bを利用して据え付けができ
るようにしている。
The method of installing the bottom plate of the double-shell tank is applied to the inner tank bottom plate 2a of the above-ground double-shell tank, and can be installed using the inner tank side plate 2b irrespective of the installation of the roof. .

【0016】この二重殻タンクでは、まず、基礎コンク
リート上に外槽底板1aが組み立てられ、その外周に外
槽側板1bが組み立てられるとともに、外槽側板1bの
内側の外層底板1a上に環状の内槽アニューラプレート
2eを介して内槽側板2bが組み立てられる。
In this double-shell tank, first, an outer tank bottom plate 1a is assembled on basic concrete, an outer tank side plate 1b is assembled on the outer periphery thereof, and an annular bottom plate 1a is formed on the outer layer bottom plate 1a inside the outer tank side plate 1b. The inner tank side plate 2b is assembled via the inner tank annular plate 2e.

【0017】これら内外槽側板1b,2bの組み立てと
並行して外槽底板1a上には、架台4を介して内槽底板
1aが突合せ溶接で組み立てられる(図2(a)参
照)。
In parallel with the assembly of the inner and outer tank side plates 1b and 2b, the inner tank bottom plate 1a is assembled by butt welding on the outer tank bottom plate 1a via the gantry 4 (see FIG. 2 (a)).

【0018】なお、これら内外槽側板1b,2b及び内
槽底板1aの組み立てのほか、隣接地で内外槽屋根1
c,2cの組み立てを行う。
In addition to assembling the inner / outer tank side plates 1b, 2b and the inner tank bottom plate 1a, the inner / outer tank roof 1
Assembly of c and 2c is performed.

【0019】こうして内槽底板2aの組み立てが完了し
た後、据え付けのため内槽側板1bに側板ブラケット1
1を介して昇降機材としてのジャッキ12を円周方向一
定間隔で設置して、内槽底板2aを昇降できるように、
例えば円周45箇所にそれぞれジャッキ12を設置す
る。
After the assembly of the inner tank bottom plate 2a is completed, the side plate bracket 1 is attached to the inner tank side plate 1b for installation.
1, jacks 12 as lifting equipment are installed at regular intervals in the circumferential direction so that the inner tank bottom plate 2a can be raised and lowered.
For example, jacks 12 are respectively installed at 45 locations on the circumference.

【0020】この外周のジャッキ12だけで内槽底板2
aを昇降しようとすると、内槽底板2aの強度が不足し
て一体に昇降することができないことから、内槽底板2
a上に補強材13を取り付け、従来のワイヤ及びチェー
ンブロックで吊り上げ・吊り下げした場合と同様に半径
方向および円周方向の多数箇所(例えば、合計286箇
所)で支持するようにする。
The inner tank bottom plate 2 is formed only by the outer peripheral jack 12.
a, the strength of the inner tank bottom plate 2a is insufficient and the inner tank bottom plate 2a cannot be lifted and lowered together.
The reinforcing material 13 is mounted on the support member a, and is supported at a large number of positions in the radial direction and the circumferential direction (for example, a total of 286 positions) in the same manner as the case where the reinforcing material 13 is suspended and suspended by a conventional wire and chain block.

【0021】そこで、補強材13としては、例えば図1
に示すように、中空鋼材を用いて円周方向一定間隔で放
射状に配置した支持部材13aを放射方向および円周方
向、さらに斜め方向の補強部材13bで連結して枠構造
とし、支持部材13aの下面に取り付けたブラケット1
3cを内槽底板2aに溶接することで連結する。そし
て、このブラケット13cの個数を従来のワイヤによる
吊り点と同数程度として内槽底板2aを外周のジャッキ
12だけで吊り上げ・吊り下げができる強度を確保する
(図2(b)参照)。
Therefore, as the reinforcing member 13, for example, FIG.
As shown in the figure, the support members 13a radially arranged at regular intervals in the circumferential direction using a hollow steel material are connected by a reinforcing member 13b in the radial direction, the circumferential direction, and further in the oblique direction to form a frame structure, and the support member 13a Bracket 1 attached to the lower surface
3c is connected to the inner tank bottom plate 2a by welding. Then, the number of the brackets 13c is set to be the same as the number of the hanging points by the conventional wire, and the strength that the inner tank bottom plate 2a can be lifted and hung only by the outer peripheral jack 12 is secured (see FIG. 2B).

【0022】次に、各ジャッキ12を操作して内槽底板
2aを上昇させ、突合せ溶接のため設置した架台4を撤
去する(図2(c)参照)。
Next, the inner tank bottom plate 2a is raised by operating each jack 12, and the gantry 4 installed for butt welding is removed (see FIG. 2 (c)).

【0023】そして、外層底板1a上にパーライトコン
クリートブロックなどで底部断熱層を設ける。
Then, a bottom heat insulating layer is provided on the outer bottom plate 1a by a perlite concrete block or the like.

【0024】この後、各ジャッキ12を操作して内槽底
板2aを補強材13ごと降下させて底部断熱層の上に設
置して据え付ける(図2(d)参照)。
Thereafter, each jack 12 is operated to lower the inner tank bottom plate 2a together with the reinforcing material 13 and set and installed on the bottom heat insulating layer (see FIG. 2 (d)).

【0025】こうして内槽底板2aの降下による据え付
けが完了した後、補強材13及びジャッキ12を撤去す
る(図2(e)参照)。
After the installation by the lowering of the inner tank bottom plate 2a is completed, the reinforcing member 13 and the jack 12 are removed (see FIG. 2E).

【0026】こののち、内槽底板2aの外周と内槽アニ
ューラプレート2eとを溶接して内槽底板2aが完成す
る。
Thereafter, the outer periphery of the inner tank bottom plate 2a and the inner tank annular plate 2e are welded to complete the inner tank bottom plate 2a.

【0027】以上のように、内槽側板2bを利用して内
槽底板2aをジャッキ12で昇降するようにし、内槽底
板2aの吊り下げのための強度不足を補強材13を取り
付けることで補うようにしたので、従来のような屋根の
取り付けを待たずに内槽底板2aの据え付けを行うこと
ができる。
As described above, the inner tank bottom plate 2a is raised and lowered by the jack 12 using the inner tank side plate 2b, and the insufficient strength for suspending the inner tank bottom plate 2a is compensated for by attaching the reinforcing material 13. As a result, the inner tank bottom plate 2a can be installed without waiting for installation of the roof as in the related art.

【0028】これにより、内槽底板2aの据え付けを最
終工程とする必要がなく、二重殻タンクの建設工期の大
幅短縮を図ることができる。
Thus, it is not necessary to install the inner tank bottom plate 2a as a final step, and the construction period of the double shell tank can be greatly reduced.

【0029】また、内槽底板2aを昇降する昇降機材
(ここでは、ジャッキ12)の支持点を内槽側板2bと
し、しかも中間部としているので、従来のような屋根や
ナックル部を支持点とする場合に比べ高所作業がなくな
り、一層安全に据付作業を行うことができるとともに、
足場の仮設の必要もなく、コスト低減を図ることができ
る。
Further, since the supporting point of the elevating equipment (in this case, the jack 12) for raising and lowering the inner tank bottom plate 2a is set to the inner tank side plate 2b and the intermediate portion, the conventional roof or knuckle portion is used as the supporting point. Work at high places is eliminated compared to the case where
The cost can be reduced without the necessity of temporary installation of a scaffold.

【0030】なお、昇降機材としてジャッキを用いるよ
うにしたが、これに限らず、チェーンブロックなど他の
昇降機材を用いても良い。
Although the jack is used as the lifting device, the invention is not limited to this, and other lifting devices such as a chain block may be used.

【0031】また、補強材と内槽底板との連結を1つの
ブラケットで互いを溶接する場合で説明したが、それぞ
れの材質によって1つのブラケットでは溶接できない場
合もあり、それぞれに溶接可能なブラケットを溶接し、
これらをワイヤやボルトなどを介して連結するようにし
ても良い。
Also, the connection between the reinforcing member and the inner tank bottom plate has been described in the case where one bracket is used to weld each other. However, there is a case where one bracket cannot be used for welding depending on the material of each material. Welding,
These may be connected via a wire, a bolt, or the like.

【0032】[0032]

【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記載の二重殻タンク
の底板据付方法によれば、二重殻タンクの内槽底板を据
え付けるに際し、外槽底板を組み立てた後、外槽側板と
内槽側板を組み立てるとともに、前記外槽底板上に架台
を介して内槽底板を組み立て、組立後の内槽底板に補強
材を取り付けて一体に昇降できるようにするとともに、
当該内槽底板の周囲を内槽側板に取り付けた昇降機材で
昇降可能とし、この昇降機材で内槽底板を上昇させて前
記架台を撤去した後、下降させて内槽底板を据え付け、
前記補強材および昇降機材を撤去するようにしたので、
外槽底板上で組み立てた内槽底板を外周部に取り付けた
ジャッキ等の昇降機材で内槽側板の途中に支持すること
ができるとともに、内槽底板に取り付けた補強材で外周
部だけで支持できる強度を確保することができ、屋根の
完成を待たず、高所作業を必要とせずに内槽底板の据え
付けを行うことができる。
According to the method for installing the bottom plate of the double-shell tank according to the first aspect of the present invention, the bottom plate of the inner tank of the double-shell tank is installed as specifically described above with reference to one embodiment. At this time, after assembling the outer tank bottom plate, assembling the outer tank side plate and the inner tank side plate, assembling the inner tank bottom plate via a gantry on the outer tank bottom plate, attaching reinforcing material to the assembled inner tank bottom plate and integrating To be able to go up and down
The periphery of the inner tank bottom plate can be moved up and down by lifting equipment attached to the inner tank side plate, the inner tank bottom plate is raised with the lifting equipment and the gantry is removed, and then lowered to install the inner tank bottom plate,
As we removed the reinforcement and lifting equipment,
The inner tank bottom plate assembled on the outer tank bottom plate can be supported in the middle of the inner tank side plate with lifting equipment such as jacks attached to the outer periphery, and can be supported only at the outer periphery with the reinforcement attached to the inner tank bottom plate The strength can be ensured, and the inner tank bottom plate can be installed without waiting for the completion of the roof and without work at height.

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

【図1】この発明の二重殻タンクの底板据付方法の一実
施の形態にかかる概略斜視図である。
FIG. 1 is a schematic perspective view of an embodiment of a method for installing a bottom plate of a double shell tank according to the present invention.

【図2】この発明の二重殻タンクの底板据付方法の一実
施の形態にかかる工程図である。
FIG. 2 is a process chart according to an embodiment of a method of installing a bottom plate of a double shell tank according to the present invention.

【図3】この発明が適用される二重殻タンクの右半分を
切断して示す断面図である。
FIG. 3 is a sectional view showing a right half of a double shell tank to which the present invention is applied;

【図4】従来の内槽底板の据付方法の説明図である。FIG. 4 is an explanatory view of a conventional method of installing an inner tank bottom plate.

【符号の説明】[Explanation of symbols]

1 外槽 1a 外層底板 1b 外槽側板 1c 外層屋根 2 内槽 2a 内層底板 2b 内槽側板 2c 内層屋根 2d ナックル部 2e 内槽アニューラプレート 3 保冷層 4 架台 11 側板ブラケット 12 ジャッキ 13 補強材 13a 支持部材 13b 補強部材 13c ブラケット REFERENCE SIGNS LIST 1 outer tank 1a outer layer bottom plate 1b outer tank side plate 1c outer layer roof 2 inner tank 2a inner layer bottom plate 2b inner tank side plate 2c inner layer roof 2d knuckle part 2e inner tank annular plate 3 cold insulation layer 4 gantry 11 side plate bracket 12 jack 13 reinforcing material 13a support Member 13b Reinforcement member 13c Bracket

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】二重殻タンクの内槽底板を据え付けるに際
し、外槽底板を組み立てた後、外槽側板と内槽側板を組
み立てるとともに、前記外槽底板上に架台を介して内槽
底板を組み立て、組立後の内槽底板に補強材を取り付け
て一体に昇降できるようにするとともに、当該内槽底板
の周囲を内槽側板に取り付けた昇降機材で昇降可能と
し、この昇降機材で内槽底板を上昇させて前記架台を撤
去した後、下降させて内槽底板を据え付け、前記補強材
および昇降機材を撤去するようにしたことを特徴とする
二重殻タンクの底板据付方法。
When the inner tank bottom plate of the double shell tank is installed, after assembling the outer tank bottom plate, the outer tank side plate and the inner tank side plate are assembled, and the inner tank bottom plate is mounted on the outer tank bottom plate via a gantry. After assembling, the reinforcing material is attached to the inner tank bottom plate after assembly so that the inner tank bottom plate can be moved up and down integrally, and the periphery of the inner tank bottom plate can be moved up and down by the lifting equipment attached to the inner tank side plate. And removing the gantry by lowering the gantry, lowering the gantry and installing the inner tank bottom plate, and removing the reinforcing material and the lifting / lowering equipment, wherein the bottom plate of the double shell tank is removed.
JP11071548A 1999-03-17 1999-03-17 Method for installing bottom plate of double shell tank Pending JP2000265705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11071548A JP2000265705A (en) 1999-03-17 1999-03-17 Method for installing bottom plate of double shell tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11071548A JP2000265705A (en) 1999-03-17 1999-03-17 Method for installing bottom plate of double shell tank

Publications (1)

Publication Number Publication Date
JP2000265705A true JP2000265705A (en) 2000-09-26

Family

ID=13463911

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11071548A Pending JP2000265705A (en) 1999-03-17 1999-03-17 Method for installing bottom plate of double shell tank

Country Status (1)

Country Link
JP (1) JP2000265705A (en)

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