JPS6121381A - Method of construction of side plate for inner tank - Google Patents

Method of construction of side plate for inner tank

Info

Publication number
JPS6121381A
JPS6121381A JP59142799A JP14279984A JPS6121381A JP S6121381 A JPS6121381 A JP S6121381A JP 59142799 A JP59142799 A JP 59142799A JP 14279984 A JP14279984 A JP 14279984A JP S6121381 A JPS6121381 A JP S6121381A
Authority
JP
Japan
Prior art keywords
inner tank
side plate
tank side
roof
plate pieces
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
JP59142799A
Other languages
Japanese (ja)
Inventor
康孝 松田
長 勝昭
吉本 辰郎
鈴木 卓爾
永江 正敏
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 JP59142799A priority Critical patent/JPS6121381A/en
Publication of JPS6121381A publication Critical patent/JPS6121381A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は二重殻式低温タンクにおける内槽側板の建設工
法に関するものである。。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for constructing an inner tank side plate in a double-shelled cryogenic tank. .

[従来の技術] 二重殻式低温タンクにおける内槽側板の建設において、
内槽屋根、外槽屋根をタンク底部で組立て後、エアレイ
ジングさせ、内槽側板をセットして順次溶接して行く工
法は、地上タンクで且つタンク側壁に工事口がある場合
に従来よ〜り採用されている。
[Prior art] In the construction of the inner tank side plate in a double-shell cryogenic tank,
The construction method of assembling the inner tank roof and outer tank roof at the bottom of the tank, air grading, setting the inner tank side plates, and sequentially welding them is conventionally used when the tank is above ground and there is a construction opening on the tank side wall. It has been adopted.

上記従来の内槽側板の建設工法は、第4図に示す如く、
底板a上に架台すをリング状に設置し、該架台す上でナ
ックルプレートC1外槽屋根6を組み立てると共に、内
槽層板dの上方で支持材fを介して外槽屋根eを組み立
て、該外槽屋根eを内槽屋根dに連結させる。次に、外
槽屋根eの周辺と外槽側板gとの間の隙間をシールする
シール材りを外槽屋根eに呵り付け、外槽側板Qの工事
口1を塞いで空気孔を設け、ブロワjからエアを屋根下
に知れて内槽屋根d、ナックルプレートC1外槽屋根e
を二点鎖線位置から実線の位置まで一気にエアレイジン
グさゼる。
The conventional construction method for the inner tank side plate is as shown in Fig. 4.
A frame is installed in a ring shape on the bottom plate a, and the knuckle plate C1 and the outer tank roof 6 are assembled on the frame, and the outer tank roof e is assembled above the inner tank layer plate d via the supporting material f, The outer tank roof e is connected to the inner tank roof d. Next, a sealing material that seals the gap between the periphery of the outer tank roof e and the outer tank side plate g is attached to the outer tank roof e, and an air hole is created by closing the construction opening 1 of the outer tank side plate Q. , air is sent to the bottom of the roof from blower j, inner tank roof d, knuckle plate C1 outer tank roof e
The air raze starts from the two-dot chain line position to the solid line position at once.

上記内外槽の屋根d、eをエアレイジングした後、外槽
屋根eを外槽側板Qに固定する。従来は、上記外槽屋根
e及び内槽屋根dを上記のように浮」−させて所定位置
に取り付けた後、工事口iを開け、保冷材、アニユラプ
レートkを設置し、次いで、縦方向に数分割され且つ周
方向にも分割されている内槽側板片1を順次工事口iよ
り搬入して、先ず、最下段の内槽側板を構成する各側板
片1の縦継手部を溶接してリング状に組立て、同様にし
て次段の内槽側板片lを、架設した図示しない足場を利
用して最下段の内槽側板1上に載せ、側板片m同士及び
側板片mと下段の内槽側板1との継手部を溶接機や足場
を移動させながら、溶接して行き、次に、更に上段の内
槽側板nの組付けは、足場を上昇させて高所で上記と同
様の作業を行い、ナックルプレートCと最上段の内槽側
板nとの溶接を行うようにしている。
After the roofs d and e of the inner and outer tanks are air-raised, the outer tank roof e is fixed to the outer tank side plate Q. Conventionally, after the outer tank roof e and the inner tank roof d are floated and installed in a predetermined position as described above, a construction opening i is opened, a cold insulation material and an annual plate k are installed, and then vertical The inner tank side plate pieces 1, which are divided into several parts in the direction and also in the circumferential direction, are brought in one by one through the construction opening i, and first, the vertical joints of each side plate piece 1 that makes up the lowermost inner tank side plate are welded. In the same way, the next inner tank side plate l is placed on the lowermost inner tank side plate 1 using a scaffold (not shown), and the side plate m is assembled with each other and with the side plate m and the lower tier. Weld the joint with the inner tank side plate 1 while moving the welding machine and scaffolding, and then assemble the upper inner tank side plate n at a high place by raising the scaffolding in the same way as above. This work is performed to weld the knuckle plate C and the uppermost inner tank side plate n.

[発明が解決しようとする問題点] そのため、従来の内槽側板の建設工法では、最下段の内
槽側板1の建設は安全に且つ能率的に行えるが、最下段
の内槽側板1の上に上段の内槽側板印を組付け、該上段
の内槽側板m上に更に上段の内槽側板nを組付ける際に
、溶接個所が順次上方へ移るので、足場の使用が不可欠
であると共に、該足場の移動、溶接機の段取りが必要で
あり、作業性が悪い。又、高所作業iなるので、作業の
安全性にも問題があった。
[Problems to be Solved by the Invention] Therefore, in the conventional construction method for inner tank side plates, the lowermost inner tank side plate 1 can be constructed safely and efficiently; When assembling the upper inner tank side plate mark on the upper inner tank side plate M and then assembling the upper inner tank side plate N on the upper inner tank side plate M, the welding points will be moved upward one after another, so it is essential to use scaffolding. , it is necessary to move the scaffolding and set up the welding machine, resulting in poor workability. In addition, since the work involved high-altitude work, there was also a problem with the safety of the work.

本発明は、前記従来の欠点を解消するために高所作業を
なくし且つ下部位置で溶接作業を行うことで内槽側板を
建設させることを実現しようとするものである。
The present invention aims to eliminate the above-mentioned drawbacks of the prior art by eliminating the need for high-place work and by performing welding work at a lower position to construct the inner tank side plate.

[問題点を解決するための手段] 本発明の内槽側板の建設工法は、タンク底部で内槽屋根
及び外槽屋根の組立てが終ると、内槽側板1段分の高さ
より少し長い距離だけ内槽及び外槽の屋根をエアレイジ
ングして該内槽屋根及び外槽屋根を支持した後、組立て
るべき内槽側板片を取り込んで、各側板片同士の縦継手
部を溶接した後、内槽屋根と一体のナックルプレートに
当接するよう内槽側板片を持ち上げ、周方向にわたり溶
接して行き、再び工事口を閉じてエアレイジングして上
記と同様に屋根を支持した後、工事口から内槽側板片を
順次取り込んで縦継手部を溶接し、しかる後少し持ち上
げて既に取り付けを終えた内槽側板片の下端に肌合わせ
後、周方向にわたって溶接し、以後同様の操作を繰り返
して組立てて行くようにし、高所作業をなくし足場や溶
接機の段取り替えをなくすようにして前記問題点を解決
させる。
[Means for Solving the Problems] In the construction method of the inner tank side plate of the present invention, once the assembly of the inner tank roof and the outer tank roof is completed at the bottom of the tank, only a distance slightly longer than the height of one stage of the inner tank side plate is constructed. After supporting the inner tank roof and outer tank roof by air-raising the inner tank roof and the outer tank roof, the inner tank side plate pieces to be assembled are taken in, and after welding the vertical joints of each side plate piece, the inner tank roof is Lift the inner tank side plate pieces so that they come into contact with the knuckle plate that is integrated with the roof, weld them in the circumferential direction, close the construction opening again, perform air raising, support the roof in the same way as above, and then remove the inner tank from the construction opening. Take in the side plate pieces one by one and weld the vertical joints, then lift them up a little and align them with the lower ends of the inner tank side plate pieces that have already been installed, then weld them in the circumferential direction, and then repeat the same operation to assemble. The above-mentioned problems are solved by eliminating work at high places and eliminating the need for setting up scaffolding and welding machines.

[実 施 例] 以下、本発明の莢施例を図面を参照して説明する。[Example] Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第1図は本発明の内槽側板の建設工法を実施するための
装置の概要を示すもので、1は外槽側板、2は外槽屋根
、3は内槽屋根、4は内槽屋根3に外槽屋根2を支持さ
せる支持材、5は工事口、6は工事口すを閉塞して該工
事ロ5部に17供給管7を介して接続したブロワ、8は
外槽屋根2と外槽側板1との間をシールするためのシー
ル材、9は内槽アニユラ、1oはナックルプレートであ
り、これらは従来にものと同じである。本発明の建設工
、法を実施するために必要なものは、上記内槽アニユラ
9上に設置した作業ユニットと、工事口5から取り入れ
られた内槽側板12を載せて所定位置まで運ぶため内槽
アニユラ9上に設置したローラ13と、ナックルプレー
ト10の内側に突設させたサポート受14を介して内槽
屋根3を支持させるサポート15と、外槽側板ステイフ
ナ−16や作業ユニット11に支持させてセラ1する自
動溶接117.18及び図示してないガウジング、グラ
インダと、更にローラ13上の内槽側板12を周方向の
継手合わせのため持ち上げるため適宜間隔で配しである
ジヤツキ19とである。
FIG. 1 shows an outline of a device for carrying out the construction method of the inner tank side plate of the present invention, in which 1 is the outer tank side plate, 2 is the outer tank roof, 3 is the inner tank roof, and 4 is the inner tank roof 3. 5 is a construction opening, 6 is a blower that closes the construction opening and is connected to the construction roof 5 through a supply pipe 7, and 8 is a support member for supporting the outer tank roof 2 and the outside. A sealing material for sealing between the tank side plate 1, an inner tank annular 9, and a knuckle plate 1o are the same as those of the conventional one. What is necessary to carry out the construction work and method of the present invention is a work unit installed on the inner tank annular 9 and an inner tank for carrying the inner tank side plate 12 taken in from the construction opening 5 to a predetermined position. A roller 13 installed on the tank annular 9, a support 15 that supports the inner tank roof 3 via a support receiver 14 protruding from the inside of the knuckle plate 10, and a support 15 that supports the outer tank side plate stiffener 16 and the work unit 11. Automatic welding 117, 18 for cera 1, gouging and grinder (not shown), and jacks 19 arranged at appropriate intervals to lift the inner tank side plate 12 on the roller 13 for circumferential joint alignment. be.

上記各機器を用いて行う本発明の内槽側板の建設工法は
、先ず、内槽屋根3、ナックルプレート10、外槽屋根
2を底部で組立てた後、外槽側板1と外槽屋根2間の隙
間をシールするため、外槽屋根2にシール材8を取り付
け、工事口5を閉塞してブロワ6を使用して屋根2,3
下にエアを供給し、屋根2.3を、工、アレイジングさ
せる。
The method for constructing the inner tank side plate of the present invention using the above-mentioned equipment is to first assemble the inner tank roof 3, knuckle plate 10, and outer tank roof 2 at the bottom, and then between the outer tank side plate 1 and the outer tank roof 2. In order to seal the gap between the roofs 2 and 3, a sealing material 8 is attached to the outer tank roof 2, the construction opening 5 is closed, and a blower 6 is used to remove the roofs 2 and 3.
Supply air to the bottom and erect and array the roof 2.3.

縦方向に分割された内槽側板片12aの高さよりも僅か
上方までナックルプレート10下端が位置するまでエア
レイジングすると、ナックルプレート10内側のサポー
ト受14をサポート15で受け、外槽屋根2、内槽屋根
3、ナックルプレート10等の全荷重をlナポート15
で受けさせる。
When air raising is performed until the lower end of the knuckle plate 10 is positioned slightly above the height of the vertically divided inner tank side plate piece 12a, the support receiver 14 on the inside of the knuckle plate 10 is received by the support 15, and the outer tank roof 2 and the inner tank are The entire load of the tank roof 3, knuckle plate 10, etc. is carried by lnaport 15.
Let me take it.

次に、[事口5を開け、該工事口5から入る大きさに分
割された内槽側片12aを工事口5から取り込lυでロ
ーラ13上に載せ、所定位置まで運ぶ。円周上に順次内
槽側板片12aが配置されると、円周方向に隣接する各
側板片12a同士の縦継手部を溶接覆る。しかる後、ジ
ヤツキ19にで内槽側板片12aを押し上げ、内槽側板
片12aの上端とナックルプレート10の下端との周方
向縦継手部を肌合せした後、ステイフナ−16や作業ユ
ニツ1へ11にセットした自動溶接[1117,18、
ガウジング、グラインダーを使用して周溶接を行う。
Next, the opening 5 is opened, and the inner tank side piece 12a, which has been divided to a size that can be inserted through the opening 5, is taken in from the opening 5, placed on the roller 13 with lυ, and carried to a predetermined position. When the inner tank side plate pieces 12a are arranged one after another on the circumference, the vertical joints of the side plate pieces 12a adjacent to each other in the circumferential direction are welded and covered. After that, the inner tank side plate piece 12a is pushed up with the jack 19, and the circumferential vertical joint part between the upper end of the inner tank side plate piece 12a and the lower end of the knuckle plate 10 is aligned, and then the stiffener 16 and the work unit 1 Automatic welding set to [1117, 18,
Perform circumferential welding using gouging and a grinder.

上記の周溶接が終ると、再び工事口5を閉塞してブロワ
6から屋根2,3下にエアを吹き込み、第2図の如く前
記エアレイジングとほぼ同一量エアレイン1ングさせた
後、サポート受14を介してサポート15にて屋根の荷
重を支持させる。上記のエアレイジングにより、ナック
ルプレート10に溶接させた内槽側板片12aは当初の
ナックルプレート10の位置まで浮上させられている。
After the circumferential welding described above is completed, the construction opening 5 is closed again and air is blown from the blower 6 under the roofs 2 and 3 to create an air rain 1 of approximately the same amount as the air raising described above as shown in Fig. 2. The load of the roof is supported by supports 15 via 14. By the air raising described above, the inner tank side plate piece 12a welded to the knuckle plate 10 is floated to the original position of the knuckle plate 10.

次に、工事口5を開けて前記と同様に次の内槽側板片1
2bを工事口5から取り込んで縦継手の溶接後、ジヤツ
キ19で持ち上げて上段の内槽側板片12aの下端と上
記持ち上げた内槽側板片12bの上端との周方向継手部
を溶接する。
Next, open the construction opening 5 and install the next inner tank side plate piece 1 in the same manner as above.
2b is taken in through the construction opening 5, and after welding the vertical joint, it is lifted up with jacks 19 and the circumferential joint portion between the lower end of the upper inner tank side plate piece 12a and the upper end of the lifted inner tank side plate piece 12b is welded.

以後、前記と同様の操作を繰り返して順次上段の内槽側
板に下段の内槽側板を同一高さ位置で溶接して行き、内
槽側板を建設する。
Thereafter, the same operation as above is repeated to sequentially weld the lower inner tank side plate to the upper inner tank side plate at the same height position, thereby constructing the inner tank side plate.

[発明の効果] 以上述べた如く本発明の内槽側板の建設工法によれば、
工事口から分割された内槽側板を取り込んでタンク底部
でリング状に組立て上端を屋根側に周溶接した後、所定
量エアレイジングさせてサポートし、再び分割された内
槽側板を取り込んで組立てた内槽側板を上段の内槽側板
に周溶接し終ると、屋根とともに既に溶接した内槽側板
をエアレイジングさせ、順次下段の内槽側板を同一高さ
位置で溶接して建設するので、周溶接位置は上F方向に
移り変ることがなく常に低所であるため、従来の如き高
所作業がなくなって作業の安全性、作業性の向上が図れ
ると共に、足場や溶接機の段取り替えもなくなり、それ
だけ工数の削減を図ることができる、という優れた効果
を秦し得る。
[Effects of the Invention] As described above, according to the construction method of the inner tank side plate of the present invention,
The divided inner tank side plates were taken in from the construction opening, assembled into a ring shape at the bottom of the tank, and the upper end was circumferentially welded to the roof side.Then, the tank was supported by a predetermined amount of air raising, and the divided inner tank side plates were taken in and assembled again. When the inner tank side plate is circumferentially welded to the upper inner tank side plate, the inner tank side plate that has already been welded together with the roof is air-raised, and the lower inner tank side plate is sequentially welded at the same height position, so the circumferential welding is completed. Since the position does not change in the upper F direction and is always at a low place, work at heights as in the past is no longer required, improving work safety and work efficiency, and there is no need to change the setup of scaffolding or welding machines. An excellent effect can be achieved in that the number of man-hours can be reduced accordingly.

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

第1図及び第2図は本発明の内槽側板の建設−L法の実
施例図、第3図は第1図・の■矢視図、第4図は従来の
内槽側板の建設工法の例図である。 1は外槽側板、2は外槽屋根、3は内槽屋根、5は工事
口、9は内槽アニlう、10はナックルプレート、11
は作業ユニット、12は内槽側板、12a、12bは内
槽側板片、15ハサポート、17.18は自動溶接機を
示す。 特  許  出  願  人 石川島播磨重工業株式会社 第3図 第4図 。
Figures 1 and 2 are examples of the L method for constructing inner tank side panels of the present invention, Figure 3 is a view from the ■ arrow in Figure 1, and Figure 4 is a conventional construction method for inner tank side panels. FIG. 1 is the outer tank side plate, 2 is the outer tank roof, 3 is the inner tank roof, 5 is the construction opening, 9 is the inner tank wall, 10 is the knuckle plate, 11
12 is a working unit, 12 is an inner tank side plate, 12a and 12b are inner tank side plate pieces, 15 is a support, and 17.18 is an automatic welding machine. Patent application: Ishikawajima-Harima Heavy Industries Co., Ltd. Figure 3 Figure 4.

Claims (1)

【特許請求の範囲】[Claims] 1)内槽屋根、ナックルプレート、外槽屋根の底部での
組立てが終ると、これらを、分割されて取り込まれる内
槽側板片の高さ寸法よりもやや高い位置までエアレイジ
ングして支持させ、取り込んだ内槽側板片同士の縦継手
部を溶接した後、持ち上げてナックルプレートに周溶接
し、次いで、屋根等とともに最上段に位置する内槽側板
片をエアレイジングさせた後、次段用の内槽側板片を取
り込んで組立て縦継手溶接接待ち上げて上段の内槽側板
片に周溶接し、順次同様の操作をして内槽側板片を下に
継ぎ足して行くことを特徴とする内槽側板の建設工法。
1) When the assembly of the inner tank roof, knuckle plate, and bottom of the outer tank roof is completed, these are supported by air raising to a position slightly higher than the height dimension of the inner tank side plate pieces that are to be divided and taken in, After welding the vertical joints of the taken-in inner tank side plate pieces, lift them up and circumferentially weld them to the knuckle plate. Next, after air-raising the inner tank side plate pieces located at the top level along with the roof etc. The inner tank is characterized in that the inner tank side plate pieces are taken in, assembled, vertical joint welded up, circumferentially welded to the upper inner tank side plate pieces, and the inner tank side plate pieces are added to the bottom by sequentially performing the same operation. Construction method for side panels.
JP59142799A 1984-07-10 1984-07-10 Method of construction of side plate for inner tank Pending JPS6121381A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59142799A JPS6121381A (en) 1984-07-10 1984-07-10 Method of construction of side plate for inner tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59142799A JPS6121381A (en) 1984-07-10 1984-07-10 Method of construction of side plate for inner tank

Publications (1)

Publication Number Publication Date
JPS6121381A true JPS6121381A (en) 1986-01-30

Family

ID=15323894

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59142799A Pending JPS6121381A (en) 1984-07-10 1984-07-10 Method of construction of side plate for inner tank

Country Status (1)

Country Link
JP (1) JPS6121381A (en)

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