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JPH0125865B2 - - Google Patents
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JPH0125865B2 - - Google Patents

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Publication number
JPH0125865B2
JPH0125865B2 JP18527984A JP18527984A JPH0125865B2 JP H0125865 B2 JPH0125865 B2 JP H0125865B2 JP 18527984 A JP18527984 A JP 18527984A JP 18527984 A JP18527984 A JP 18527984A JP H0125865 B2 JPH0125865 B2 JP H0125865B2
Authority
JP
Japan
Prior art keywords
corner
welded
annular plate
welding
shaped steel
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
JP18527984A
Other languages
Japanese (ja)
Other versions
JPS6164971A (en
Inventor
Tsunehiro Ueno
Kenji Murakami
Masahiro Sudo
Kiichi Oohata
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.)
JFE Engineering Corp
Original Assignee
Nippon Kokan 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 Nippon Kokan Ltd filed Critical Nippon Kokan Ltd
Priority to JP18527984A priority Critical patent/JPS6164971A/en
Publication of JPS6164971A publication Critical patent/JPS6164971A/en
Publication of JPH0125865B2 publication Critical patent/JPH0125865B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は低温平底円筒貯槽の底隅角部にT型
鋼を組込んだ底隅角部の施工法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method of constructing a bottom corner of a low-temperature flat-bottom cylindrical storage tank in which a T-beam is incorporated into the bottom corner.

〔従来の技術〕[Conventional technology]

第2図は例えば特開昭56−119079号公報(川崎
重工業株式会社出願)に示された従来の底隅角部
に形材を設けてなる平底円筒貯槽の施工法を示す
斜視図である。図において1は平底円筒貯槽の建
設現場に施工された基礎(底部保冷体)、2は基
礎1上に適当間隔毎に配設された架台である。
FIG. 2 is a perspective view showing a conventional method of constructing a flat-bottomed cylindrical storage tank in which sections are provided at the bottom corners, as disclosed in, for example, Japanese Patent Application Laid-Open No. 56-119079 (filed by Kawasaki Heavy Industries, Ltd.). In the figure, 1 is a foundation (bottom cold insulator) constructed at the construction site of a flat-bottomed cylindrical storage tank, and 2 is a pedestal placed at appropriate intervals on the foundation 1.

従来の施工法は、まず隅角部形材3を架台2上
に所要数載置してリング状に組立て、この形材3
を順次溶接し、リング状の形材体Aを構成し、形
材体Aの溶接部の検査を行なう。次にアニユラプ
レート4を形材体Aの内側縁にそつて配設し、形
材体Aとアニユラプレート4間及び各アニユラプ
レート間を順次溶接、検査を行なつて形材3とア
ニユラプレート4が一体化した貯槽隅角体Bを得
る。この貯槽隅角体Bを基礎1の中央部を作業ス
ペースとして架台2から基礎1上に降下設置す
る。この降下方法はジヤツキによる降下、仮設の
吊下げ架台を設けこれにより吊り下げながら架台
を取り除く方法、架台を上下方向に伸縮可能とし
ておき順次降下させるか、或は架台を抜きとる方
法、または二重殻貯槽の場合は、その外槽側板に
ブラケツトを仮設しこのブラケツトにより吊り下
げながら降下させる方法による。
The conventional construction method is to first place the required number of corner sections 3 on the frame 2 and assemble them into a ring shape.
are sequentially welded to form a ring-shaped section A, and the welded portion of the section A is inspected. Next, the annular plate 4 is arranged along the inner edge of the section A, and the sections A and the annular plate 4 and each annular plate are successively welded and inspected to form the section 3. A storage tank angle body B with an integrated annular plate 4 is obtained. This storage tank corner body B is lowered and installed onto the foundation 1 from the pedestal 2, using the central part of the foundation 1 as a work space. This method of descent includes lowering with a jack, setting up a temporary suspension pedestal and removing the pedestal while suspending it, making the pedestal vertically expandable and lowering it one by one, or removing the pedestal. In the case of a shell storage tank, a bracket is temporarily installed on the side plate of the outer tank, and the tank is lowered while being suspended from this bracket.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

従来の施工法は上記のように架台2上にてリン
グ状隅角体の溶接の施工、検査を行なう方法であ
ち、リング状となつた形材体Aにアニユラプレー
ト4を溶接、検査するとき、径方向については継
手位置をはずすように架台2を配置しておけば良
質な溶接が無理なく行なわれ、溶接部の検査も適
確に行なうことができるが、周方向については第
2図のC矢印で示した部分の如く架台2と継手の
交差は避けることができず、このため架台2と継
手の交差部は、この交差部以外の継手部分の溶接
検査を完了したのち、交差部の架台2の位置をず
らして溶接、検査を行なう必要があり多大の労力
を必要とするばかりでなく、架台2移動時に基礎
(底部保冷材)1を損傷させる危険がある。また
低温二重殻貯槽の場合、架台2上に形成した貯槽
隅角体Bを基礎1に貯槽中心線がずれないよう精
度良く降下させることは非常に困難であるという
問題点もある。
The conventional construction method is to weld and inspect the ring-shaped corner body on the frame 2 as described above, and then weld the annular plate 4 to the ring-shaped section A and inspect it. If the frame 2 is placed so that the joint position is removed in the radial direction, high-quality welding can be performed without difficulty and the welded part can be inspected accurately, but in the circumferential direction, the second It is unavoidable that the pedestal 2 and the joint intersect, as shown by arrow C in the figure. Therefore, the intersection of the pedestal 2 and the joint must be inspected after completing the welding inspection of the joint other than this intersection. It is necessary to perform welding and inspection by shifting the position of the pedestal 2, which not only requires a great deal of labor, but also risks damaging the foundation (bottom cold insulating material) 1 when the pedestal 2 is moved. In the case of a low-temperature double-shell storage tank, there is also the problem that it is very difficult to lower the storage tank corner body B formed on the pedestal 2 onto the foundation 1 with high accuracy so that the center line of the storage tank does not shift.

〔問題点を解決するための手段〕[Means for solving problems]

この発明の低温二重殻貯槽の施工法は、あらか
じめ工場あるいは貯槽建設現場などにおいて隅角
部T型鋼とアニユラプレートの1ブロツク毎の周
方向の溶接を行ない、この溶接部の放射線検査が
完了した隅角部T型鋼とアニユラプレートからな
る隅角部ブロツク毎の継手部を底部保冷材に適当
間隔毎に設けた切欠部上に載置し、各隅角部ブロ
ツク毎の隅角部T型鋼間、アニユラプレート間及
び隅角部T型鋼とアニユラプレート間の継手部を
表面及び裏面より溶接し、この溶接継手部の放射
線検査を行なつた後に上記底部保冷材の切欠部に
保冷材を補填し、次いで通常の施工法により側
板、底板の組立、溶接を行なう方法である。
In the construction method of the low-temperature double-shell storage tank of this invention, the corner T-shaped steel and the annual plate are welded in the circumferential direction for each block in advance at a factory or storage tank construction site, and a radiation inspection of this welded part is completed. The joints of each corner block made of the corner T-shaped steel and the annular plate are placed on the notches provided at appropriate intervals in the bottom cold insulating material, and the corner T-shaped joints of each corner block are The joints between the shape steels, between the annular plates, and between the corner T-shape steel and the annular plate are welded from the front and back sides, and after radiological inspection of these welded joints, cold insulation is applied to the notch of the bottom cold insulator. This method involves supplementing the material, then assembling and welding the side and bottom plates using normal construction methods.

〔作用〕[Effect]

上記したように、あらかじめ溶接、検査の完了
した隅角部T型鋼とアニユラプレートからなる各
隅角部ブロツク毎の継手部を保冷材に設けた切欠
部上に載置し、該切欠部上において上記継手部を
表面及び裏面より溶接するとともに、該溶接部の
放射線検査をも行うので、溶接及び検査が確実と
なる。また各隅角部ブロツクを直接底部保冷材上
に載置することにより位置決めを容易にする。
As described above, the joint part of each corner block made of the corner T-shaped steel and the annular plate, which have been welded and inspected in advance, is placed on the notch provided in the cold insulation material, and In this step, the joint portion is welded from the front and back sides, and the welded portion is also inspected by radiation, so that welding and inspection are reliable. Furthermore, positioning is facilitated by placing each corner block directly on the bottom cold insulating material.

〔実施例〕〔Example〕

第1図a,b,cはこの発明の一実施例の施工
順を示す説明図である。図において5,5Aは隅
角部T型鋼6とアニユラプレート4をあらかじめ
溶接し、検査を完了させた隅角部ブロツク、7は
底部保冷材1に適当間隔毎に設けた切欠部であ
る。
FIGS. 1A, 1B, and 1C are explanatory diagrams showing the construction order of an embodiment of the present invention. In the figure, 5 and 5A are corner blocks in which the corner T-shaped steel 6 and the annular plate 4 are welded in advance and inspection has been completed, and 7 is notches provided at appropriate intervals in the bottom cold insulating material 1.

まず図aに示すように隅角部ブロツク5,5A
の継手部8〜8Bが底部保冷材1の切欠部7に位
置するように隅角部ブロツク5,5Aを底部保冷
材1上に載置し、リング状の底隅角体を形成す
る。次に底部保冷材1の切欠部7を作業用空間と
して図1に示すように各隅角部ブロツク5,5A
間の隅角部T型鋼6間の継手部8、アニユラプレ
ート4間の継手部8A及び隅角部T型鋼6とアニ
ユラプレート4間の継手部8Bを表、裏より溶接
したのち、放射線検査等の検査及び補修を行な
う。
First, as shown in Figure a, the corner blocks 5 and 5A are
The corner blocks 5 and 5A are placed on the bottom cold insulator 1 so that the joint parts 8 to 8B are located in the notch 7 of the bottom cold insulator 1, thereby forming a ring-shaped bottom corner body. Next, using the notch 7 of the bottom cold insulating material 1 as a working space, as shown in FIG.
After welding the joint 8 between the corner T-shaped steel 6, the joint 8A between the corner T-shaped steel 6 and the annular plate 4, and the joint 8B between the corner T-shaped steel 6 and the annular plate 4 from the front and back, Perform inspections and repairs.

この検査が完了後、図cに示すように底部保冷
材1の切欠部7に保冷材9を補填する。この後通
常の施工法により側板、底板の組立、溶接を行な
い、低温二重殻平底円筒貯槽を完成させる。
After this inspection is completed, the notch 7 of the bottom cold insulating material 1 is filled with cold insulating material 9 as shown in FIG. c. Thereafter, the side plates and bottom plate are assembled and welded using normal construction methods to complete the low temperature double shell flat bottom cylindrical storage tank.

したがつて底部保冷材1の切欠部7を利用して
リング状の底隅角体の溶接、検査を容易に、かつ
確実に施工することができる。
Therefore, the ring-shaped bottom corner body can be easily and reliably welded and inspected by using the notch 7 of the bottom cold insulating material 1.

〔発明の効果〕〔Effect of the invention〕

この発明は以上述べたように、底部保冷材上に
おいて底隅角体の取合部の溶接、検査を施工する
ので、従来のように、溶接、検査のための架台が
不要となり、また架台上で溶接、検査を施工する
際、架台と交差する継手部分の溶接、検査のため
の架台の移動および作業終了後の架台の撤去等危
険を伴なう作業を排除することができ、安全な施
工法により確実に溶接、検査を行なうことができ
る。
As described above, this invention performs welding and inspection of the connecting portion of the bottom corner body on the bottom cold insulating material, eliminating the need for a frame for welding and inspection as in the past. When carrying out welding and inspection work, it is possible to eliminate dangerous work such as welding joints that intersect with the pedestal, moving the pedestal for inspection, and removing the pedestal after work is completed, resulting in safe construction. Welding and inspection can be performed reliably using the method.

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

第1図a,b,cはこの発明の実施例の施工順
を示す説明図、第2図は従来方法の説明図であ
る。 1……底部保冷材、4……アニユラプレート、
5,5……隅角部ブロツク、6……隅角部T型
鋼、7……底部保冷材の切欠部、8,8A,8B
……継手部、9……保冷材。
FIGS. 1a, b, and c are explanatory diagrams showing the construction order of an embodiment of the present invention, and FIG. 2 is an explanatory diagram of a conventional method. 1... Bottom cold insulation material, 4... Anyura plate,
5, 5... Corner block, 6... Corner T-shaped steel, 7... Notch of bottom cold insulator, 8, 8A, 8B
...Joint part, 9...Cold insulation material.

Claims (1)

【特許請求の範囲】[Claims] 1 あらかじめ隅角部T型鋼とアニユラプレート
の1ブロツク毎の周方向の溶接を行ない、該溶接
部の放射線検査が完了した隅角部T型鋼とアニユ
ラプレートからなる隅角部ブロツク毎の継手部を
底部保冷材に適当間隔毎に設けた切欠部上に載置
し、各隅角部ブロツク毎の隅角部T型鋼間、アニ
ユラプレート間及び隅角部T型鋼とアニユラプレ
ート間の継手部を表面、裏面より溶接し、上記溶
接継手部の放射線検査を行なつた後上記底部保冷
材に設けた切欠部に保冷材を補填し、次いで通常
の施工法により側板、底板の組立、溶接を行なう
ことを特徴とする低温二重殻貯槽の施工法。
1 Joints for each corner block consisting of a corner T-shaped steel and annular plate, in which the corner T-shaped steel and annular plate are welded in the circumferential direction for each block in advance, and radiological inspection of the welded parts has been completed. Place the parts on the notches provided at appropriate intervals in the bottom cold insulator, and place the parts between the corner T-shaped steels of each corner block, between the annular plates, and between the corner T-shaped steel and the annular plate. After welding the joint from the front and back sides and performing a radiological inspection of the welded joint, the notch provided in the bottom cold insulation material is filled with cold insulation material, and then the side and bottom plates are assembled using the usual construction method. A construction method for a low-temperature double-shell storage tank characterized by welding.
JP18527984A 1984-09-06 1984-09-06 Construction method of low temperature double shell storage tank Granted JPS6164971A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18527984A JPS6164971A (en) 1984-09-06 1984-09-06 Construction method of low temperature double shell storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18527984A JPS6164971A (en) 1984-09-06 1984-09-06 Construction method of low temperature double shell storage tank

Publications (2)

Publication Number Publication Date
JPS6164971A JPS6164971A (en) 1986-04-03
JPH0125865B2 true JPH0125865B2 (en) 1989-05-19

Family

ID=16168051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18527984A Granted JPS6164971A (en) 1984-09-06 1984-09-06 Construction method of low temperature double shell storage tank

Country Status (1)

Country Link
JP (1) JPS6164971A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022004771A1 (en) 2020-06-30 2022-01-06 キヤノン株式会社 Active oxygen supply device, device for conducting treatment by active oxygen, and method for conducting treatment by active oxygen
WO2023008421A1 (en) 2021-07-30 2023-02-02 キヤノン株式会社 Active oxygen supply device and method for treatment with active oxygen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022004771A1 (en) 2020-06-30 2022-01-06 キヤノン株式会社 Active oxygen supply device, device for conducting treatment by active oxygen, and method for conducting treatment by active oxygen
WO2023008421A1 (en) 2021-07-30 2023-02-02 キヤノン株式会社 Active oxygen supply device and method for treatment with active oxygen

Also Published As

Publication number Publication date
JPS6164971A (en) 1986-04-03

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