JPS6355590B2 - - Google Patents
Info
- Publication number
- JPS6355590B2 JPS6355590B2 JP1146183A JP1146183A JPS6355590B2 JP S6355590 B2 JPS6355590 B2 JP S6355590B2 JP 1146183 A JP1146183 A JP 1146183A JP 1146183 A JP1146183 A JP 1146183A JP S6355590 B2 JPS6355590 B2 JP S6355590B2
- Authority
- JP
- Japan
- Prior art keywords
- inner tank
- plate
- roof
- outer tank
- assembled
- 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.)
- Expired
Links
- 238000010276 construction Methods 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 15
- 238000009413 insulation Methods 0.000 claims description 5
- 238000001816 cooling Methods 0.000 claims description 4
- 229910001562 pearlite Inorganic materials 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Description
【発明の詳細な説明】
本発明は、低温用二重殻貯槽の構築方法に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a double shell storage tank for low temperatures.
従来は、内槽の最上段側板を起立後、その内槽
側板上に内槽屋根を構築し、この内槽屋根の上に
所定間隔を保持し支持部材を介して外槽屋根を配
列した後、内外槽の屋根及び側板を一体的にジヤ
ツキアツプして内外槽側板上段から順次ジヤツキ
アツプ工法により最終段まで構築する方法を行つ
ていた。この場合内外槽の屋根及び側板を一体的
にジヤツキアツプするために大容量のジヤツキが
必要となり、貯槽が大型化してくると膨大なジヤ
ツキアツプ設備を確保しなければならず輸送や設
備維持の点からも多くの費用を要するという問題
点があつた。 Conventionally, after the uppermost side plate of the inner tank is erected, an inner tank roof is constructed on the inner tank side plate, and the outer tank roof is arranged on top of the inner tank roof at a predetermined distance via supporting members. Previously, the roof and side panels of the inner and outer tanks were jacked up in one piece, and the construction was carried out sequentially from the top of the inner and outer tank side panels to the final stage using the jack-up method. In this case, large-capacity jacks are required to jack up the roof and side panels of the inner and outer tanks in one piece, and as the storage tank becomes larger, it is necessary to secure a huge amount of jacking equipment, which is difficult from the point of view of transportation and equipment maintenance. The problem was that it required a lot of money.
本発明はこの従来の場合の問題点を解決するこ
とを目的として外槽の側板は下段から上段へと積
上げ方式で構築する一方内槽側板は上段から下段
へとジヤツキアツプ工法で順次構築し、内槽側板
の組立て途中の低い段階において該側板の上端の
上に組立てた内槽屋根と該屋根上に組立てた外槽
屋根の一方又は双方を、前記外槽側板の上端から
吊設したリフトアツプジヤツキで吊上げて側板上
端に屋根を取付けることを特徴とするものであ
る。 The present invention aims to solve this conventional problem by constructing the side panels of the outer tank in a stacked manner from the bottom to the top, while the side panels of the inner tank are constructed sequentially from the top to the bottom using the jack-up method. A lift up mechanism that suspends one or both of the inner tank roof assembled on the upper end of the tank side plate and the outer tank roof assembled on the roof at a lower stage during the assembly of the tank side plate from the upper end of the outer tank side plate. The feature is that the roof is attached to the upper end of the side plate by lifting it up with a lever.
本発明の実施例を図面に即して順次説明する
と、
(1) 基礎上に外槽底板1の部材を配列し外槽底板
1の全体を組立て、その上に外槽側板2の1段
目を円筒状に組立て底板1と溶接するとともに
該側板2の内周に沿つて環状パーライトコンク
リート3を打設する。 Embodiments of the present invention will be explained sequentially with reference to the drawings. (1) Arrange the members of the outer tank bottom plate 1 on the foundation, assemble the entire outer tank bottom plate 1, and then install the first stage of the outer tank side plate 2 on top of it. are assembled into a cylindrical shape and welded to the bottom plate 1, and annular pearlite concrete 3 is cast along the inner circumference of the side plate 2.
(2) 凝固したパーライトコンクリート3の上にア
ニユラープレート5を敷設しその上に適当な間
隔にて複数のジヤツキ6を配設し、パーライト
コンクリート3の内側適当個所に部分的な底部
保冷7の施工を行いその上に底板組立て用架台
8を介して内槽底板用の板部材9を仮置きす
る。(2) An annular plate 5 is laid on the solidified pearlite concrete 3, a plurality of jacks 6 are placed on it at appropriate intervals, and partial bottom cooling insulation 7 is installed at appropriate locations inside the pearlite concrete 3. Construction is carried out, and a plate member 9 for the inner tank bottom plate is temporarily placed thereon via a base plate 8 for assembling the bottom plate.
(3) 内槽側板4の上部1段目をジヤツキ6の外側
のアニユラープレート5上に円筒状に組立てそ
の上にナツクルプレート10を取付け、屋根用
仮設支柱11を外槽底板1上に設けておいてこ
れで支持しながら内槽屋根の骨材の組立け及び
その上に内槽屋根12の板の配列取付けを行
い、該内槽屋根12上に外槽屋根骨及び外槽屋
根13の板を組立てて載置しておく、一方これ
らと並行して外槽側板2を下段から上段へと順
次積上げ式に構築して最上段まで組み上げる。
このとき外槽側板の下部に工事口14を設けて
おく。(3) Assemble the upper first stage of the inner tank side plate 4 on the outer annular plate 5 of the jack 6 in a cylindrical shape, attach the knuckle plate 10 thereon, and place the temporary roof support 11 on the outer tank bottom plate 1. While supporting the inner tank roof, the aggregates of the inner tank roof are assembled and the plates of the inner tank roof 12 are arranged and attached thereon, and the outer tank roof bones and the outer tank roof 13 are placed on the inner tank roof 12. In parallel with these, the outer tank side plates 2 are constructed in a stacked manner from the lower tier to the upper tier, and are assembled to the top tier.
At this time, a construction opening 14 is provided at the lower part of the outer tank side plate.
(4) 次に外槽側板2の上端から吊設した複数のリ
フトアツプジヤツキ15を用いて外槽屋根骨及
び板を吊り上げてこれを外槽側板2の上端に取
付け屋根用仮設支柱11を撤去すると共に又は
その後内槽側板4の上段から2段目以降を上段
から下段へと順次ジヤツキ6を用いてジヤツキ
アツプ工法により組立て、これらと並行して又
は外槽屋根13の取付け完了後に底部保冷7の
全面的施工を行い、該底部保冷7の上に底板組
立て用架台8を介して内槽底板の板部材を配列
して内槽底板16を両面溶接して組立て施工す
る。(4) Next, use a plurality of lift-up jacks 15 suspended from the upper end of the outer tank side plate 2 to lift the outer tank roof frame and plate, attach them to the upper end of the outer tank side plate 2, and install the temporary roof supports 11. At the same time as removing it, or after that, assemble the second and subsequent stages from the upper stage of the inner tank side plate 4 sequentially from the upper stage to the lower stage using jacks 6, and in parallel with this, or after completing the installation of the outer tank roof 13, the bottom cooling insulation 7 is installed. The inner tank bottom plate 16 is assembled by arranging the plate members of the inner tank bottom plate on the bottom cooler 7 via the bottom plate assembly frame 8 and welding both sides of the inner tank bottom plate 16.
(5) 更に、内槽底板16を底部保冷7の上へ降下
させるとともに架台8及びジヤツキ6を撤去す
る。(5) Furthermore, the inner tank bottom plate 16 is lowered onto the bottom cooler 7, and the pedestal 8 and jack 6 are removed.
その後内槽の耐圧及び気密試験、工事口14
の閉口、外槽の気密試験及び内外槽の保冷施工
を行つて完了する。 After that, pressure resistance and airtightness test of the inner tank, construction opening 14
The project is completed by closing the tank, testing the airtightness of the outer tank, and insulating the inner and outer tanks.
本発明の別の実施例を第6図乃至第7図に即し
て説明すると前記実施例の説明における(1)及び(2)
に記載した方法についてはそのまま用い、前記実
施例の(3)及び(4)に記載された内容に対応して次の
(3′)及び(4′)に示す方法を用いる。 Another embodiment of the present invention will be described with reference to FIGS. 6 and 7. (1) and (2) in the description of the above embodiment
The method described in 1. is used as is, and the following methods (3') and (4') are used corresponding to the contents described in (3) and (4) of the above embodiment.
(3′) 内槽側板の上部1段目をジヤツキ6の外側
のアニユラープレート5上に円筒状に組立て、
外槽底板1上に立設した仮設支柱11で支持し
ながら内槽側板4の上にこれと肌合せしてナツ
クルプレート10及び内槽屋根骨を組立て該屋
根骨の上に内槽屋根12の板部材を配列して取
付け該屋根12の板の下端とナツクルプレート
10上端とを溶接により結合するとともに内槽
屋根12の上に支持部材17を介して外槽屋根
骨を組立てその上に外槽屋根13の板部材を載
置し適当な時期に配列組立てを行う。この場合
前記ナツクルプレート10の下端と内槽側板4
の上端とは肌合せのみ行い溶接は行わない。一
方これらと並行して又は外槽屋根板の配列完了
後に外槽側板2を下段から上段へと順次積上げ
方式により構築して最上段まで組上げる。この
とき外槽側板2の下に工事口14を設けておい
て部材、機材等の搬出入の際に利用する。(3') Assemble the first stage of the upper part of the inner tank side plate into a cylindrical shape on the outer annular plate 5 of the jack 6.
While supported by temporary struts 11 erected on the outer tank bottom plate 1, the nutcle plate 10 and the inner tank roof frame are assembled on the inner tank side plate 4 so that they are flush with each other, and the inner tank roof 12 is placed on the roof frame. The lower end of the plate of the roof 12 and the upper end of the knuckle plate 10 are connected by welding, and the outer tank roof frame is assembled on the inner tank roof 12 via the support member 17, The plate members of the outer tank roof 13 are placed and arranged and assembled at an appropriate time. In this case, the lower end of the knuckle plate 10 and the inner tank side plate 4
Only the skin is aligned with the upper end and no welding is performed. On the other hand, in parallel with these or after the arrangement of the outer tank roof plates is completed, the outer tank side plates 2 are constructed by a sequential stacking method from the lower tier to the upper tier, and are assembled up to the top tier. At this time, a construction opening 14 is provided under the outer tank side plate 2 and is used for carrying in and out of parts, equipment, etc.
(4′) 次に、外槽側板2の上端から吊設した複数
のリフトアツプジヤツキ15を用いて外槽屋根
13及びナツクルプレート10を付けた内槽屋
根12を一体的に吊り上げて外槽屋根13を内
槽側板2の上端に取付け仮設支柱11を撤去す
るとともに又はその後に内槽側板4を上段から
下段へと順次ジヤツキ6を用いてジヤツキアツ
プ工法により組立て、先に吊上げてある内槽屋
根12に取付けたナツクルプレート10の下端
まで内槽側板4の上端が達したらこれらを互い
に溶接して結合し、これと並行して底部保冷7
を全面的に施工し、該底部保冷7の上に底板組
立て用架台8を介して内槽底板16の板部材を
配列して内槽底板16を全面的に組立て施工す
る。(4') Next, the outer tank roof 13 and the inner tank roof 12 with the knuckle plate 10 attached are integrally lifted up using a plurality of lift-up jacks 15 suspended from the upper end of the outer tank side plate 2. Attach the tank roof 13 to the upper end of the inner tank side plate 2 and remove the temporary support 11, or after that, assemble the inner tank side plates 4 sequentially from the upper layer to the lower layer using the jack-up method using jacks 6 to remove the previously lifted inner tank. When the upper end of the inner tank side plate 4 reaches the lower end of the knuckle plate 10 attached to the roof 12, they are welded together and joined together.
The inner tank bottom plate 16 is assembled on the entire surface by arranging the plate members of the inner tank bottom plate 16 on the bottom cold insulation 7 via the bottom plate assembly frame 8.
その後は前記実施例の説明において記載した
(5)と同様の方法により完了する。 After that, it was described in the explanation of the above example.
Complete in the same way as (5).
いずれの実施例の場合も、外槽側板2を最初1
段目まで組立てることとしているがこれを2段又
は3段程度まで組立てることもできる。要するに
以後の施工に支障がない高さであればよい。内槽
側板4の最初の組立てについても同様のことがい
える。また、内槽側板4を組立てる場合は、アニ
ユラープレート5の上に配置した複数のローラー
ブロツク上に載せた移動レールに、工事口14か
ら取込んだ内槽側板4の板部材を載せて所定の位
置へ移動することにより円滑に施工ができる。 In either embodiment, the outer tank side plate 2 is
Although it is supposed to be assembled up to the first stage, it is also possible to assemble up to two or three stages. In short, the height may be sufficient as long as it does not interfere with subsequent construction. The same can be said for the initial assembly of the inner tank side plate 4. When assembling the inner tank side plate 4, the plate members of the inner tank side plate 4 taken in from the construction opening 14 are placed on a moving rail placed on a plurality of roller blocks arranged on the annular plate 5, and then placed in a predetermined position. Construction can be carried out smoothly by moving to the position shown below.
本発明によれば、外槽側板は積上げ方式で、内
槽側板はジヤツキアツプ工法でそれぞれ組立て構
築するので、ジヤツキアツプのためのジヤツキは
外槽屋根の重量を受ける必要がなくジヤツキは小
型のもので十分である、外槽側板が1段又は2段
目の低い時期に内槽底板の板部材を貯槽内の部分
的底部保冷の上に仮置きしておくので、内外槽の
側板及び屋根を組立てた後に内槽底板の組立てを
容易に行うことができ便利である、外槽側板が低
い時期に内槽側板の最上段の上に内槽屋根及びそ
の上に外槽屋根を組立てておき外槽側板を上段ま
で組立げた後に該側板の上段から吊設したリフト
アツプジヤツキで外槽屋根を吊上げて取付けるの
で外槽屋根の取付けが安全に能率よくできる、外
槽屋根を取付けた後に底部保冷の全面的施工を行
うので雨などの天候による施工の遅延を防止でき
また外槽屋根を早い時期に取付けることにより以
後に行う内槽側板のジヤツキアツプ工法による施
工も天候に影響されず安全に進めることができ
る、内槽底板の板部材を予め内部に仮置きしてあ
るので内槽底板の配列施工を内槽側板の組立てと
並行して円滑に行うことができ工期の短縮が図れ
る、内槽側板を積上げ方式で組立てる方法に比較
して低温の内容物に接触する内槽側板をジヤツキ
アツプ工法で終始低い位置で組立て溶接作業を行
うので安全でしかも良い品質のものが得られるな
ど顕著な作用効果がある。 According to the present invention, the outer tank side panels are assembled using a stacking method, and the inner tank side panels are assembled using the jack-up construction method, so the jacks for jacking up do not need to bear the weight of the outer tank roof, and a small jack is sufficient. When the outer tank side panels are at the 1st or 2nd stage, the plate members of the inner tank bottom plate are temporarily placed on top of the partially cooled bottom of the storage tank, so the inner and outer tank side panels and roofs are assembled. It is convenient to assemble the inner tank bottom plate later, when the outer tank side plate is low, the inner tank roof and the outer tank roof are assembled on top of the top layer of the inner tank side plate, and the outer tank side plate is assembled. After assembling up to the upper level, the outer tank roof can be lifted up and installed using a lift-up jack suspended from the upper level of the side plate, so the outer tank roof can be installed safely and efficiently. Since the construction is carried out on a regular basis, delays in construction due to weather such as rain can be prevented, and by installing the outer tank roof early, the subsequent construction of the inner tank side panels using the jack-up method can proceed safely without being affected by the weather. Since the plate members of the inner tank bottom plate are temporarily placed inside in advance, the arrangement of the inner tank bottom plate can be smoothly performed in parallel with the assembly of the inner tank side plates, which shortens the construction period.The inner tank side plates can be stacked. Compared to the conventional assembly method, the inner tank side plate, which comes into contact with the low-temperature contents, is assembled and welded at a lower position from beginning to end using the jack-up method, which has remarkable effects such as being safe and producing products of good quality.
第1図乃至第5図は本発明の一実施例説明用の
いずれも縦断面図、第6図及び第7図は本発明の
他の実施例説明用の縦断面図である。図中の符号
は次の各部分を示す。
1……外槽底板、2……外槽側板、3……パー
ライトコンクリート、4……内槽側板、5……ア
ニユラープレート、6……ジヤツキ、7……底部
保冷、8……架台、9……板部材、10……ナツ
クルプレート、11……仮設支柱、12……内槽
屋根、13……外槽屋根、14……工事口、15
……リフトアツプジヤツキ、16……内槽底板、
17……支持部材。
1 to 5 are longitudinal cross-sectional views for explaining one embodiment of the present invention, and FIGS. 6 and 7 are longitudinal cross-sectional views for explaining other embodiments of the present invention. The symbols in the figure indicate the following parts. 1... Outer tank bottom plate, 2... Outer tank side plate, 3... Perlite concrete, 4... Inner tank side plate, 5... Annular plate, 6... Jacket, 7... Bottom cold insulation, 8... Frame, 9...Plate member, 10...Natsukuru plate, 11...Temporary support, 12...Inner tank roof, 13...Outer tank roof, 14...Construction opening, 15
... Lift up jack, 16 ... Inner tank bottom plate,
17...Supporting member.
Claims (1)
下段から上段へと積上げ方式で組立てるとともに
該外槽側板の高さが1段目又は2段目の低い時期
に、部分的底部保冷の施工を行つてその上方に内
槽底板の板部材を仮置きしておきかつ内槽アニユ
ラープレート上に円筒状に組立てた最上段の内槽
側板及び内槽屋根を順次取付け、該内槽屋根の上
に外槽屋根を組立て載置しておき、外槽側板の組
立てが最上段まで完了したら該外槽側板の上端か
ら吊設した複数のリフトアツプジヤツキによつて
外槽屋根を吊上げて外槽側板の上端に取付け、内
槽内側のアニユラープレート上に立設した複数の
ジヤツキを用いて内槽側板を上段から下段へとジ
ヤツキアツプ工法により組立てるとともに底部保
冷の全面的施工及び前記仮置きしてあつた内槽底
板の板部材を配列して内槽底板の組立てを行うこ
とを特徴とする二重殻貯槽の構築方法。 2 基礎上に組立てた外槽底板上に外槽側板を下
段から上段へと積上げ方式で組立てるとともに該
外槽側板の高さが1段目又は2段目の低い時期
に、部分的底部保冷の施工を行つてその上方に内
槽底板の板部材を仮置きしておき、かつ内槽アニ
ユラープレート上に円筒状に最上段の内槽側板を
組立て、該内槽側板の上方に内槽屋根を組立てて
該側板上方に該屋根を載置した状態とし、該屋根
上に支持部材を介して外槽屋根を組立てこれら両
屋根を一体的に結合し、外槽側板の組立てが最上
段まで完了したら該外槽側板の上端から吊設した
複数のリフトアツプジヤツキによつて前記外槽屋
根及び内槽屋根を吊上げて外槽屋根を外槽側板の
上端に取付け、内槽内側のアニユラープレート上
に立設した複数のジヤツキを用いて内槽側板を上
段から下段へとジヤツキアツプ工法により組立て
内槽屋根を内槽側板の上端に取付けるとともに、
底部保冷の全面的施工及び前記仮置きしてあつた
内槽底板の板部材を配列して内槽底板の組立てを
行うことを特徴とする二重殻貯槽の構築方法。[Scope of Claims] 1. When the outer tank side plates are assembled in a stacked manner from the lower layer to the upper layer on the outer tank bottom plate assembled on the foundation, and the height of the outer tank side plates is as low as the first or second layer. After constructing partial bottom cooling, temporarily placing the plate members of the inner tank bottom plate above it, and installing the uppermost inner tank side plate and inner tank roof assembled in a cylindrical shape on the inner tank annular plate. The outer tank roof is assembled and placed on top of the inner tank roof, and when the outer tank side panels have been assembled to the top level, they are installed using multiple lift-up jacks suspended from the top of the outer tank side panels. Then lift the outer tank roof and attach it to the upper end of the outer tank side plate, and assemble the inner tank side plate from the upper to the lower layer using the jack-up method using multiple jacks set up on the annular plate inside the inner tank. A method for constructing a double-shell storage tank, characterized in that the inner tank bottom plate is assembled by complete construction and by arranging the temporarily placed plate members of the inner tank bottom plate. 2. Assemble the outer tank side plates in a stacked manner from the lower to the upper layer on the outer tank bottom plate assembled on the foundation, and when the height of the outer tank side plates is lower than the first or second layer, partial bottom cooling is carried out. After construction, temporarily place the plate member of the inner tank bottom plate above it, assemble the uppermost inner tank side plate in a cylindrical shape on the inner tank annular plate, and install the inner tank roof above the inner tank side plate. are assembled and the roof is placed above the side plate, and the outer tank roof is assembled on the roof via the support member, and these two roofs are joined together, and the assembly of the outer tank side plate is completed up to the top level. Then, the outer tank roof and the inner tank roof are lifted up using a plurality of lift-up jacks suspended from the upper end of the outer tank side plate, and the outer tank roof is attached to the upper end of the outer tank side plate, and the annular plate inside the inner tank is lifted. Assemble the inner tank side panels from the upper tier to the lower tier using the jack-up method using multiple jacks erected above, and attach the inner tank roof to the upper end of the inner tank side panels.
A method for constructing a double-shell storage tank, comprising the steps of: completely performing cold insulation at the bottom; and assembling the inner tank bottom plate by arranging the temporarily placed plate members of the inner tank bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1146183A JPS59138671A (en) | 1983-01-28 | 1983-01-28 | Construction of double-shell storage tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1146183A JPS59138671A (en) | 1983-01-28 | 1983-01-28 | Construction of double-shell storage tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59138671A JPS59138671A (en) | 1984-08-09 |
| JPS6355590B2 true JPS6355590B2 (en) | 1988-11-02 |
Family
ID=11778730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1146183A Granted JPS59138671A (en) | 1983-01-28 | 1983-01-28 | Construction of double-shell storage tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59138671A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017053185A (en) * | 2015-09-11 | 2017-03-16 | 株式会社Ihi | Construction method of cylindrical tank |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008248633A (en) * | 2007-03-30 | 2008-10-16 | Alpha Corp | Automotive door |
| JP5743597B2 (en) * | 2011-02-22 | 2015-07-01 | 日鉄住金パイプライン&エンジニアリング株式会社 | Manufacturing method of vertical cryogenic liquid storage tank |
-
1983
- 1983-01-28 JP JP1146183A patent/JPS59138671A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017053185A (en) * | 2015-09-11 | 2017-03-16 | 株式会社Ihi | Construction method of cylindrical tank |
| WO2017043632A1 (en) * | 2015-09-11 | 2017-03-16 | 株式会社Ihi | Cylindrical tank construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59138671A (en) | 1984-08-09 |
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