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JPS6337229B2 - - Google Patents
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JPS6337229B2 - - Google Patents

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Publication number
JPS6337229B2
JPS6337229B2 JP1368283A JP1368283A JPS6337229B2 JP S6337229 B2 JPS6337229 B2 JP S6337229B2 JP 1368283 A JP1368283 A JP 1368283A JP 1368283 A JP1368283 A JP 1368283A JP S6337229 B2 JPS6337229 B2 JP S6337229B2
Authority
JP
Japan
Prior art keywords
inner tank
roof
plate
outer tank
tank side
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
Application number
JP1368283A
Other languages
Japanese (ja)
Other versions
JPS59141671A (en
Inventor
Mitsunari Motosawa
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.)
Koyo Iron Works & Constr
Original Assignee
Koyo Iron Works & Constr
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 Koyo Iron Works & Constr filed Critical Koyo Iron Works & Constr
Priority to JP1368283A priority Critical patent/JPS59141671A/en
Publication of JPS59141671A publication Critical patent/JPS59141671A/en
Publication of JPS6337229B2 publication Critical patent/JPS6337229B2/ja
Granted legal-status Critical Current

Links

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 本発明は、二重殻タンク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 tank.

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
所定間隔を保持する支持部材を介して外槽屋根を
取付けた後、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の上段から下段へと
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、タンクが大型になる
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額の費用を要す
るが、また、内槽側板を下段から上段へと積上げ
方式で組立てるとすると側板の上段を組立てると
きに高所作業となり作業条件が悪くなるため高品
質を要する内槽については品質水準の維持が困難
になるとともに作業に危険が伴うという問題点が
あつた。本発明はこれらの問題点の解決を目的と
して、内槽側板の組立てはジヤツキアツプ工法に
より行い、内槽側板の上に取付けた内槽屋根のそ
のまた上に外槽屋根を組立てておいて内槽側板を
ジヤツキアツプするときに外槽屋根も同時にジヤ
ツキアツプして内槽側板の組立てと並行して外槽
側板を下段から上段へと積上げ方式で組立てると
ともに底部保冷の施工及びその上への内槽底板の
組立て取付けを行うことを特徴とするものであ
る。
Conventionally, after the uppermost side plate of the inner tank is erected, the inner tank roof is constructed on the inner tank side plate, and the outer tank roof is attached to the inner tank roof via supporting members that maintain a predetermined interval. Previously, the roof and side panels of the inner and outer tanks were jacked up in one piece, and the inner and outer tank side panels were built sequentially from the top to the bottom using the jack-up method until the final stage. In this case, large-capacity jacks are required to jack up the roofs and side plates of the inner and outer tanks in one piece, and if the tank becomes large, a huge amount of jacking equipment must be secured, which costs a lot of money in terms of transportation and equipment maintenance. However, if the inner tank side panels are assembled in a stacked manner from the lower tier to the upper tier, work will be done at height when assembling the upper tier of the side panels, which will worsen the working conditions, so the quality level for the inner tank that requires high quality will be lower. There were problems in that it was difficult to maintain and the work was dangerous. In order to solve these problems, the present invention assembles the inner tank side plates using the jack-up method, and assembles the outer tank roof on top of the inner tank roof attached to the inner tank side plates. When jacking up the side panels, the outer tank roof is also jacked up at the same time, and in parallel with the assembly of the inner tank side panels, the outer tank side panels are assembled in a stacked manner from the bottom to the top, and the bottom cold insulation is installed and the inner tank bottom plate is installed on top of it. It is characterized by assembly and installation.

本発明の実施例を図面に即して説明すると、タ
ンク基礎1の上に外槽底板2を配列施工し、その
上に外槽側板3の最下段を組立て円筒状に立設
し、この外槽側板3の内周に沿つて環状のパーラ
イトコンクリート4を打設し、これの上にアニユ
ラープレート5を敷設し、アニユラープレート5
の上に複数のジヤツキ6を立設し、これらの内側
の外槽底板2の上に部分的に施工した底部保冷7
の上方に架台8を介して内槽底板の板部材9を仮
置きしておく。次に屋根組立用支柱10を外槽底
板2のほぼ中央に立設し、内槽側板11の最上段
をアニユラープレート5の上にジヤツキ6を囲ん
で組立て円筒状に立設し、この上に屋根骨及び板
で構成する内槽屋根12を支柱10で支持しつつ
組立て取付け、更にその上に支持部材13を介し
て屋根骨及び板で構成する外槽屋根14を組立
て、該屋根14の下端に外槽側板の最上段3′を
接続し、内槽の側板とその屋根及び外槽の側板の
最上段とその上の屋根が一体的にジヤツキ6によ
りジヤツキアツプ可能な状態とする。次いで支柱
10を撤去し、外槽側板3に工事口15を開口し
ておき、これを部材等の搬出入に利用しながら内
槽側板11をジヤツキアツプ工法により上段から
下段へと組立てるとともに内槽側板11の組立て
に合わせて外槽側板3を下段から上段へと順次積
上げ方式で組立てる。これら内外槽側板の組立て
と並行して底部保冷層7の全面的施工を行い該保
冷層7の上に架台8を組立て、仮置きしてあつた
板部材9を架台8の上に配列し内槽底板16を組
立て、架台8を撤去するとともに内槽底板16を
保冷層7上へ下し取付ける。一方、内槽側板11
の組立てが終わるのと相前後して外槽側板3の組
立てが終わつたら外槽屋根14とともにジヤツキ
アツプされた外槽側板の最上段下端とその直ぐ下
の段の上端とを溶接して結合するとともにジヤツ
キ6を撤去する。
An embodiment of the present invention will be described with reference to the drawings. The outer tank bottom plate 2 is arranged and constructed on the tank foundation 1, and the lowermost stage of the outer tank side plate 3 is assembled and erected in a cylindrical shape on top of the outer tank bottom plate 2. An annular pearlite concrete 4 is cast along the inner circumference of the tank side plate 3, and an annular plate 5 is laid on top of this.
A plurality of jacks 6 are erected on the top, and a bottom cold insulation 7 is partially constructed on the outer tank bottom plate 2 inside these jacks.
A plate member 9 of the inner tank bottom plate is temporarily placed above the tank via a pedestal 8. Next, a roof assembly support column 10 is erected approximately at the center of the outer tank bottom plate 2, and the uppermost part of the inner tank side plate 11 is assembled and erected in a cylindrical shape on the annular plate 5 surrounding the jack 6. The inner tank roof 12 made of roof bones and plates is assembled and attached while being supported by the pillars 10, and the outer tank roof 14 made of roof bones and plates is assembled thereon via the supporting members 13. The uppermost stage 3' of the outer tank side plate is connected to the lower end, so that the side plate of the inner tank and its roof, and the uppermost stage of the outer tank side plate and the roof thereon can be jacked up integrally with a jack 6. Next, the pillar 10 is removed, a construction opening 15 is opened in the outer tank side plate 3, and the inner tank side plate 11 is assembled from the upper layer to the lower layer using the jack-up method while using this opening for carrying in and out of parts. In accordance with the assembly of step 11, the outer tank side plates 3 are assembled in a sequential manner from the lower stage to the upper stage. In parallel with the assembly of these inner and outer tank side plates, the bottom cold insulating layer 7 is constructed on the entire surface, a pedestal 8 is assembled on top of the cold insulating layer 7, and the temporarily placed plate members 9 are arranged on the pedestal 8. The tank bottom plate 16 is assembled, the pedestal 8 is removed, and the inner tank bottom plate 16 is lowered onto the cold insulation layer 7 and attached. On the other hand, the inner tank side plate 11
When the assembly of the outer tank side plate 3 is completed at the same time as the assembly of the outer tank roof 14 is completed, the lower end of the uppermost stage of the outer tank side plate which has been jacked up together with the outer tank roof 14 is welded and joined to the upper end of the stage immediately below it. At the same time, the jack 6 is removed.

最後に内槽の耐圧・気密試験、必要な保冷、工
事口15の閉口、外槽の気密試験等を行つて完了
する。この実施例の場合は、外槽側板3を最初1
段目まで組立てることとしているが、以後の施工
に支障がない範囲で2段目又は3段目程度まで組
立てることもできる。内槽側板11についても同
様のことがいえる。内槽側板11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15から取込んだ内槽側板11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。また、内槽屋根上に外槽屋根を組立てる
点については前記実施例と同様に行い、ジヤツキ
によつて一体的にジヤツキアツプするのを内槽側
板、内槽屋根及び外槽屋根までとし、外槽側板の
最上段については他の外槽側板と同様に積上げ方
式で組立て、この最上段が外槽屋根まで達したと
ころで外槽屋根と外槽側板とを結合する方法をと
ることもできるが、この場合は前記実施例の場合
よりも外槽側板の最上段の分だけジヤツキが受け
る荷重は軽くなる。
Finally, the pressure resistance and airtightness tests of the inner tank, necessary cold storage, closing of the construction opening 15, and airtightness tests of the outer tank are completed. In this embodiment, the outer tank side plate 3 is first
Although it is supposed to be assembled up to the first stage, it is also possible to assemble up to the second or third stage as long as it does not interfere with subsequent construction. The same can be said about the inner tank side plate 11. When assembling the inner tank side plate 11, the plate members of the inner tank side plate 11 taken in from the construction opening 15 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 In addition, the outer tank roof is assembled on the inner tank roof in the same manner as in the previous embodiment, and only the inner tank side panels, inner tank roof, and outer tank roof are jacked up integrally. It is also possible to assemble the top layer of the side panels in the same way as the other outer tank side panels, and then to connect the outer tank roof and the outer tank side panels when the top layer reaches the outer tank roof. In this case, the load applied to the jack is lighter by the amount of the uppermost layer of the outer tank side plate than in the case of the above embodiment.

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両者を並行して施
工するので工期の短縮が図れると同時に、ジヤツ
キアツプのためのジヤツキは、外槽側板の重量を
受ける必要がないので小型化できる、外槽側板が
低い時期に内槽底板の板部材を貯槽内の部分的底
部保冷層上に仮置きしておくので内外槽の側板の
組立てと並行して容易に円滑に内槽底板の組立て
施工を行うことができる、内外槽側板が低い時期
に低い位置にある当該内槽側板の上に内槽屋根更
にその上に外槽屋根を組立てるので屋根の組立て
が低い位置で容易に安全にできる、外槽屋根と外
槽の最上段側板で上方を覆つてから内槽側板のジ
ヤツキアツプ工法による組立て、底部保冷及び内
槽底板の組立てを行うのでこれらの作業が風雨等
の気象条件による悪影響を受けることなく安全に
進められる、内槽側板を積上げ方式で組立てる方
法に比較して、高品質を要求される内槽側板をジ
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
れるなど顕著な効果がある。
According to the present invention, the outer tank side panels are constructed in parallel by the stacking method, and the inner tank side panels are constructed using the jack-up method, thereby shortening the construction period. It can be made smaller because it does not need to be supported. When the outer tank side panels are low, the plate members of the inner tank bottom plate can be temporarily placed on the partial bottom cold insulation layer in the storage tank, making it easy to assemble the inner and outer tank side panels. The inner tank bottom plate can be assembled smoothly during periods when the inner and outer tank side plates are at a low position.The inner tank roof is assembled on top of the inner tank side plates that are in a low position, and the outer tank roof is assembled on top of that, making it easy to assemble the roof. After covering the top with the outer tank roof and the top side plate of the outer tank, which can be done easily and safely at a low position, the inner tank side plate is assembled using the jack-up method, the bottom is kept cool, and the inner tank bottom plate is assembled, so these operations are protected from wind and rain. Compared to the method of assembling the inner tank side panels in a stacked manner, which can proceed safely without being adversely affected by weather conditions such as This process has remarkable effects, such as being safe and producing products of good quality.

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

第1図乃至第5図は、いずれも本発明の実施例
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……タンク基礎、2……外槽底板、3……外
槽側板、3′……最上段、4……パーライトコン
クリート、5……アニユラープレート、6……ジ
ヤツキ、7……底部保冷層、8……架台、9……
板部材、10……支柱、11……内槽側板、12
……内槽屋根、13……支持部材、14……外槽
屋根、15……工事口、16……内槽底板。
1 to 5 are longitudinal cross-sectional views for explaining embodiments of the present invention. The symbols in the figure indicate the following parts. 1...Tank foundation, 2...Outer tank bottom plate, 3...Outer tank side plate, 3'...Top tier, 4...Perlite concrete, 5...Annual plate, 6...Jacket, 7...Bottom cold insulation Layer, 8... Frame, 9...
Plate member, 10... Support, 11... Inner tank side plate, 12
...Inner tank roof, 13...Supporting member, 14...Outer tank roof, 15...Construction opening, 16...Inner tank bottom plate.

Claims (1)

【特許請求の範囲】[Claims] 1 外槽側板の最下段及び内槽側板の最上段を組
立て、部分的に施工した底部保冷層の上に内槽底
板の板部材を仮置きした後に、前記内槽側板の上
に内槽屋根を組立て取付け、該内槽屋根の上に支
持部材を介して外槽屋根を組立て、該外槽屋根の
下に外槽側板の最上段を取付け、前記内槽屋根と
外槽屋根と内槽側板とを内槽アニユラープレート
上に配設したジヤツキでジヤツキアツプして内槽
側板は上段から下段へとジヤツキアツプ工法で組
立て、これと並行して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底部保冷の施工
を行い前記仮置きした板部材を配列して内槽底板
を組立て取付けることを特徴とする二重殻タンク
の構築方法。
1. After assembling the bottom layer of the outer tank side plate and the top layer of the inner tank side plate, and temporarily placing the plate members of the inner tank bottom plate on the partially constructed bottom cold insulation layer, install the inner tank roof on top of the inner tank side plate. Assemble and install the outer tank roof on top of the inner tank roof via a support member, install the top layer of the outer tank side plate under the outer tank roof, and connect the inner tank roof, the outer tank roof, and the inner tank side plate. The inner tank side plates are assembled from the upper tier to the lower tier using the jack-up method by jacking them up using jacks placed on the inner tank annual plate, and in parallel, the outer tank side plates are assembled from the lower tier to the upper tier using the stacking method. A method for constructing a double shell tank, which comprises constructing a bottom cold insulation structure, arranging the temporarily placed plate members, and assembling and attaching an inner tank bottom plate.
JP1368283A 1983-02-01 1983-02-01 Construction of double-shell tank Granted JPS59141671A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1368283A JPS59141671A (en) 1983-02-01 1983-02-01 Construction of double-shell tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1368283A JPS59141671A (en) 1983-02-01 1983-02-01 Construction of double-shell tank

Publications (2)

Publication Number Publication Date
JPS59141671A JPS59141671A (en) 1984-08-14
JPS6337229B2 true JPS6337229B2 (en) 1988-07-25

Family

ID=11839950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1368283A Granted JPS59141671A (en) 1983-02-01 1983-02-01 Construction of double-shell tank

Country Status (1)

Country Link
JP (1) JPS59141671A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021038928A1 (en) * 2019-08-26 2021-03-04 株式会社日立製作所 Scheduling system, scheduling program, scheduling method, and storage medium

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021038928A1 (en) * 2019-08-26 2021-03-04 株式会社日立製作所 Scheduling system, scheduling program, scheduling method, and storage medium

Also Published As

Publication number Publication date
JPS59141671A (en) 1984-08-14

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