JPS5846992B2 - Welding assembly method of bottom plate in tank construction - Google Patents
Welding assembly method of bottom plate in tank constructionInfo
- Publication number
- JPS5846992B2 JPS5846992B2 JP9943880A JP9943880A JPS5846992B2 JP S5846992 B2 JPS5846992 B2 JP S5846992B2 JP 9943880 A JP9943880 A JP 9943880A JP 9943880 A JP9943880 A JP 9943880A JP S5846992 B2 JPS5846992 B2 JP S5846992B2
- Authority
- JP
- Japan
- Prior art keywords
- bottom plate
- tank
- plate
- jack
- insulation layer
- 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 title claims description 18
- 238000003466 welding Methods 0.000 title claims description 15
- 238000000034 method Methods 0.000 title claims description 10
- 238000009413 insulation Methods 0.000 claims description 27
- 239000002131 composite material Substances 0.000 claims description 9
- 238000007689 inspection Methods 0.000 claims description 9
- 229910001562 pearlite Inorganic materials 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000005192 partition Methods 0.000 claims description 4
- 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 3
- 239000010409 thin film Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010408 film Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Description
【発明の詳細な説明】
本発明は主として大型の二重殻低温タンクの底板を両面
から溶接して組立てる方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention primarily relates to a method for assembling the bottom plate of a large double-shell cryogenic tank by welding it from both sides.
従来は、ジヤツキアップ工法を利用したタンク建設にお
いて底板を突合せ溶接して組立てる方法として次のよう
な方法がある。Conventionally, in tank construction using the jack-up method, there are the following methods for assembling the bottom plate by butt welding.
イ、第1図において、基礎2および外槽底板3の上に環
状パーライトコンクリートを形成し、その上にアニユラ
−プレート5の配列、側板6の一部および屋根部9を組
立て、側板の内側に特殊複合ジヤツキ1を設置し、
口、第2図において底部保冷層7の工事を行い、底板8
を配列し、保冷層7の上で底板を上側片面より溶接し、
屋根部9と底板8とをワイヤー10で結び、
へ第3図において、特殊複合ジヤツキ1により荷受部1
2を介してタンク全体をジヤツキアップして、底板8の
下に架台を設置し底板8の下側からの溶接および検査を
行い、
二、第4図において、底板8の検査完了後に架台を撤去
し、
ホ、第5図において、タンクをジヤツキダウンして底板
8を保冷層上に降下させ、
へ、ワイヤー10を取除いて、以後は公知のジヤツキア
ップ工法によりタンク建設を進める。B. In Fig. 1, an annular pearlite concrete is formed on the foundation 2 and the outer tank bottom plate 3, and the array of annual plates 5, a part of the side plate 6, and the roof part 9 are assembled thereon. A special composite jack 1 was installed, the bottom cold insulation layer 7 was constructed as shown in Figure 2, and the bottom plate 8 was installed.
are arranged, and the bottom plate is welded from one side of the upper side on top of the cold insulation layer 7.
The roof part 9 and the bottom plate 8 are connected with a wire 10, and as shown in FIG.
2, jack up the entire tank via 2, install a pedestal under the bottom plate 8, and perform welding and inspection from the bottom of the bottom plate 8. 2. In Figure 4, remove the pedestal after completing the inspection of the bottom plate 8. , E. In FIG. 5, the tank is jacked down and the bottom plate 8 is lowered onto the cold insulation layer, and the wire 10 is removed. From then on, tank construction is proceeded by the well-known jacking up method.
この従来工法においては次の欠点がある。This conventional construction method has the following drawbacks.
イ、第1図においてジヤツキ1をアニユラ−プレート5
の上に設置しているがジヤツキ1の支柱が長いので支柱
を支える斜め材15が通常のアニユラ−プレートではは
み出しおさまらず何らかの対策が必要である。B. In Fig. 1, jack 1 is connected to annual plate 5.
Although it is installed on top of the jack 1, since the prop of the jack 1 is long, the diagonal member 15 that supports the prop protrudes from a normal annular plate, so some kind of countermeasure is required.
口、第2図において、底部保冷層7の工事を行うが、ジ
ヤツキ1が大きく、かつ相当数のジヤツキを立て並べる
必要があるため保冷工事実施時の雨水浸入防止対策が不
確実となり、保冷工事中に雨水の浸入が問題となる。As shown in Figure 2, the construction of the bottom cold insulation layer 7 will be carried out, but since the jacks 1 are large and a considerable number of jacks need to be lined up, measures to prevent rainwater from entering during the cold insulation work are uncertain, and the cold insulation work is not completed. Rainwater infiltration becomes a problem.
ハ、保冷層7の上に底板8を配列し上側片面から溶接す
るが、底板が保冷層7に接触していては、後に架台上で
下側からも溶接するとしても、完全な突合せ溶接をする
ことは困難である。C. The bottom plate 8 is arranged on the cold insulation layer 7 and welded from one side on the upper side. However, if the bottom plate is in contact with the cold insulation layer 7, complete butt welding is not possible even if welding is also performed from the bottom side on the stand later. It is difficult to do so.
二、第2図において、ジヤツキ1の斜め材15が大きく
、アニユラ−プレート5の端部にあると、通常底板8を
アニユラ−プレート5の内径よりも大きく製作し、溶接
組立て完了後にアニユラ−プレート5の内径に合わせて
切断するので、底板の施工が困難である。2. In Fig. 2, if the diagonal member 15 of the jack 1 is large and located at the end of the annular plate 5, the bottom plate 8 is usually made larger than the inner diameter of the annular plate 5, and the annular plate is attached after welding and assembly is completed. It is difficult to install the bottom plate because it is cut to match the inner diameter of the bottom plate.
ホ、第3図において、保冷層7の上に架台を設置する時
は、保冷層7の圧縮強度を増す特別設計が必要で不経済
である。E. In FIG. 3, when a frame is installed on the cold insulation layer 7, a special design is required to increase the compressive strength of the cold insulation layer 7, which is uneconomical.
へ、第2図および第3図において側板の一部と屋根部の
組立完了後にはじめて底板8の施工が可能となるので、
底板8の施工中はタンク本体を施工することができず工
期が長くなる。In Figures 2 and 3, the bottom plate 8 can only be installed after the assembly of part of the side plate and the roof is completed.
While the bottom plate 8 is being constructed, the tank body cannot be constructed, resulting in a long construction period.
本発明は以上述べた従来の場合の諸欠点を全て解消する
ものであって、ジヤツキアップ工法を利用したタンク建
設において、外槽底板上の環状パーライトコンクリート
の上に、特殊広幅のアニユラ−プレートを配列組立て後
に、ジヤツキアップ用の側板送りローラー装置を側板の
円周に合わせて配設するとともに該ローラー装置の内側
に特殊複合ジヤツキを設置し、内槽側板の一部を環状に
組立て該側板の上端に接続して屋根部を組立て取付け、
これら側板および屋根部の組立て、溶接および諸検査の
作業と並行してタンク内部において底板配列用サポート
を配列し該サポート上に内槽底板母材を配列して底板の
溶接および諸検査を行い、前記特殊複合ジヤツキにより
、少くとも後に底板を保冷層上にジヤツキダウンするに
必要な分だけ内槽側板および屋根をジヤツキアップして
おいて、架台により内槽を支持し、屋根部と底板とをワ
イヤーで結合し前記サポートを撤去するとともに雨水の
浸入防止対策としてアニユラ−プレート上面全周にリン
グ状の仕切板を固着してから、底部保冷層の工事を行い
、内槽全体をジヤツキダウンして底板を保冷層上に降下
させることを特徴とするタンク建設における底板の溶接
組立方法である。The present invention eliminates all the drawbacks of the conventional case described above, and in tank construction using the jack-up method, a special wide annular plate is arranged on the annular pearlite concrete on the bottom plate of the outer tank. After assembly, a side plate feed roller device for jacking up is arranged to match the circumference of the side plate, a special composite jack is installed inside the roller device, and a part of the inner tank side plate is assembled into an annular shape at the upper end of the side plate. Connect, assemble and install the roof,
In parallel with the work of assembling, welding and various inspections of these side plates and roof parts, supports for arranging bottom plates are arranged inside the tank, inner tank bottom plate base materials are arranged on these supports, welding of the bottom plates and various inspections are carried out, The inner tank side plates and roof are jacked up by the special composite jack at least by the amount necessary to jack down the bottom plate onto the cold insulation layer later, the inner tank is supported by a pedestal, and the roof and bottom plate are connected with wire. After joining and removing the support, a ring-shaped partition plate was fixed all around the upper surface of the annual plate as a measure to prevent the intrusion of rainwater, construction of the bottom cold insulation layer was carried out, and the entire inner tank was jacked down to keep the bottom plate cold. This is a method of welding and assembling a bottom plate in tank construction, which is characterized by lowering it onto a layer.
本発明の構成を実施例により図面に則して説明すると、
第8図および第9図においてアニユラ−プレート5のタ
ンク内側方向の直線辺に追加のアニユラ−プレート5a
を工場加工で突合せ溶接を行い、幅の大きい特種寸法の
広幅アニユラ−プレートを製作使用する。The configuration of the present invention will be explained using examples and drawings.
In FIG. 8 and FIG. 9, an additional annular plate 5a is added to the straight side of the annular plate 5 toward the inside of the tank.
Butt welding is performed at the factory to produce and use a wide annular plate with special dimensions.
第6図のごと〈従来のアニユラ−プレート5は経済性お
よび鉄鋼メーカーの鋼板製造能力の点から幅に制限があ
り普通幅のものでは本発明の場合に幅が不足するのであ
る。As shown in FIG. 6, the width of the conventional annular plate 5 is limited due to economic efficiency and the steel plate manufacturing capacity of the steel manufacturer, and the width of the conventional annular plate 5 is insufficient for the present invention.
5角形の追加のアニユラ−プレート5bは現場組立時に
溶接を行う。The pentagonal additional annular plate 5b is welded during on-site assembly.
さてこの広幅アニユラ−プレート5を、第10図におい
てタンク基礎2の上に敷設した外槽底部3上の環状パー
ライトコンクリート4の上に配列組立て後に、ジヤツキ
アップ用の側板送りローラー装置11を側板の円周に合
わせて配設するとともに該ローラー装置11の内側に公
知の特殊複合ジヤツキ1を設置する。Now, after arranging and assembling this wide annular plate 5 on the annular pearlite concrete 4 on the outer tank bottom 3 laid on the tank foundation 2 as shown in FIG. A known special composite jack 1 is installed inside the roller device 11 along with its circumference.
ローラー装置11は第13図において、ローラー支持部
11aと、それに軸支されたローラー11bとからなり
、ローラーitbの上に載置されたチャンネル11Cの
溝底で側板6の下辺を受けている。In FIG. 13, the roller device 11 consists of a roller support portion 11a and a roller 11b pivotally supported by the roller support portion 11a, and receives the lower edge of the side plate 6 at the groove bottom of a channel 11C placed on the roller itb.
側板6は、チャンネル11cに載ってローラー11bの
上を円滑に移動することができる。The side plate 6 can ride on the channel 11c and move smoothly on the roller 11b.
このローラー装置11上に内槽側板6の一部を環状に組
゛立て、該側板6の上端に接続して屋根部9を組立て取
付ける。A part of the inner tank side plate 6 is assembled in an annular shape on this roller device 11, connected to the upper end of the side plate 6, and the roof portion 9 is assembled and attached.
これら側板6および屋根部9の組立て、溶接および諸検
査の作業と並行してタンク内部において底板配列用のサ
ポート13を外槽底部3上に配列立設する。In parallel with the work of assembling, welding, and various inspections of the side plates 6 and roof portion 9, supports 13 for arranging the bottom plates are arranged and erected on the outer tank bottom 3 inside the tank.
該サポート13の上端を補強材16で連結し、該補強材
16の上に内槽底板母材を配列して底板8の溶接および
諸検査を行う。The upper ends of the supports 13 are connected by a reinforcing member 16, and the inner tank bottom plate base material is arranged on the reinforcing member 16, and the bottom plate 8 is welded and various inspections are performed.
次に第11図において前記特殊複合ジヤツキ1により、
少くとも後に底板8を保冷層7上にジヤツキダウンする
のに必要な分だけ内槽側板6および屋根部9をジヤツキ
アップしておいて、架台17により内槽を支持し、屋根
部9と底板8とをワイヤー10で結合し、ワイヤー10
の途中に介在させたターンバックル18の操作によって
底板8を水平にわずかに浮上させ、底板8が補強材16
から離れたことを確認後第12図においてサポート13
および補強材16を撤去して底板8を屋根部9から吊り
下げた状態で底部保冷層7の工事を行う。Next, in FIG. 11, by the special composite jack 1,
The inner tank side plates 6 and the roof part 9 are jacked up at least as much as necessary to jack down the bottom plate 8 onto the cold insulation layer 7 later, and the inner tank is supported by the frame 17, and the roof part 9 and the bottom plate 8 are jacked up. are connected by wire 10, and wire 10
The bottom plate 8 is slightly floated horizontally by operating the turnbuckle 18 interposed in the middle of the reinforcing material 16.
After confirming that it has moved away from support 13 in Figure 12
Then, the construction of the bottom cold insulation layer 7 is carried out with the reinforcing material 16 removed and the bottom plate 8 suspended from the roof part 9.
この保冷層工事の際に雨水が浸入するのを防止するため
に第14図において了めアニユラ−プレート5の上に仕
切板19を環状に固着するとともに必要ならば側板6の
下部からカバー20を取付けておく。In order to prevent rainwater from entering during this cold insulation layer construction, a partition plate 19 is fixed in an annular shape on the annular plate 5 as shown in FIG. Install it.
底部保冷層7の工事完了後、側板6、屋根部9および底
板8全体をジヤツキ1によってジヤツキダウンすること
により底板8を保冷層7の上に降下載置し、ワイヤー1
0を撤去する。After the construction of the bottom cold insulating layer 7 is completed, the side plates 6, the roof part 9, and the entire bottom plate 8 are jacked down with the jack 1, so that the bottom plate 8 is lowered onto the cold insulating layer 7, and the wire 1
Remove 0.
その後は公知のジャツキアップ工法により側板6の全て
を組立て、タンク全体を建設する。Thereafter, all of the side plates 6 are assembled using the well-known jack-up method to construct the entire tank.
外槽側板16および屋根については適当な時期に組立て
ればよい。The outer tank side plates 16 and the roof may be assembled at appropriate times.
なお、保冷層7の工事は、安全のためにサポート13を
撤去せずに行うこともできる。Note that the construction of the cold insulation layer 7 can also be carried out without removing the supports 13 for safety.
第15図において外槽底板3上に短管13cを固着して
おき、この短管13cを外管13aに嵌め込んで外管1
3aを上下に抜き取り差し込み自在に立設し、外管13
aの外側の適当な高さまで薄膜例えば塩化ビニールフィ
ルム13eを被せておき、更に外管13aの上部にはピ
ン孔13bを穿設し、内管13dが上方から外管13a
に挿入され、内管13dに設けられたピン孔と外管13
aのピン孔13bとの位置に合わせてピンを挿入してサ
ポート13が構成されている。In FIG. 15, a short tube 13c is fixed on the outer tank bottom plate 3, and the short tube 13c is fitted into the outer tube 13a.
3a up and down so that it can be pulled out and inserted freely, and the outer tube 13
A thin film, such as a vinyl chloride film 13e, is placed on the outside of the tube 13a to an appropriate height, and a pin hole 13b is formed in the upper part of the outer tube 13a, so that the inner tube 13d is inserted into the outer tube 13a from above.
is inserted into the pin hole provided in the inner tube 13d and the outer tube 13.
The support 13 is constructed by inserting a pin in accordance with the position of the pin hole 13b of a.
このサポート13を立てたまま第12図におりる保冷層
7の工事を行った後、第15図において、ピンを引抜い
て内管13dを外管13aの中に落し込み外管13aと
内管13dとを上方へ引抜く。After constructing the cold insulation layer 7 as shown in FIG. 12 with this support 13 upright, in FIG. 13d upward.
このとき外管13aの外側に薄膜13eが被せであるの
で保冷層7が外管13aに付着せず容易に引抜くことが
できる。At this time, since the outer tube 13a is covered with the thin film 13e, the cold insulation layer 7 does not adhere to the outer tube 13a and can be easily pulled out.
外管13aを引抜いた後に残された孔をパーライトコン
クリートで埋めて短管13cを保冷層7内に埋め込んで
しまう。The hole left after pulling out the outer tube 13a is filled with pearlite concrete, and the short tube 13c is embedded in the cold insulation layer 7.
本発明によれば第1に広幅のアニユラ−プレートを使用
するので、特殊複合ジヤツキの斜め材がアニユラ−プレ
ートからはみ出ることがなく容易に該ジヤツキを設置で
き、第2に内槽側板の一部を環状に組立て該側板の上端
に接続して屋根部を組立て取付けこれら側板および屋根
部の諸作業と並行してタンク内部において底板の配列組
立て検査等の作業を同時に行うので、工事期間の大幅な
短縮が可能となり、第3に外槽底板上に立てたサポート
からなる架台の上で底板配列組立てを行うので底部保冷
層に特別の強度増し対策をする必要がなく経済的であり
、第4に、ジヤツキおよび架台で側板および屋根を支持
しておいてこの屋根から底板をワイヤーで吊下げた状態
で底部保冷層の工事を行うので安全に作業ができ、第5
に底板を後に保冷層上にジヤツキダウンするに必要な分
予めタンク全体をジヤツキアップしておいてから屋根と
底板とをワイヤーで連結し、底部保冷層の工事完了後に
底板をジヤツキダウンするので作業が円滑に安全に行え
るなどの作用効果が認められる0According to the present invention, firstly, since a wide annular plate is used, the diagonal member of the special composite jack can be easily installed without protruding from the annular plate, and secondly, a part of the inner tank side plate can be easily installed. are assembled in a ring shape, connected to the upper end of the side plates, and the roof section is assembled and installed.In parallel with the work on these side panels and the roof section, work such as alignment, assembly, and inspection of the bottom plate is performed inside the tank at the same time, so the construction period is significantly reduced. Thirdly, since the bottom plate arrangement is assembled on a frame consisting of supports erected on the bottom plate of the outer tank, there is no need to take special measures to increase the strength of the bottom cold insulation layer, making it economical. The construction of the bottom cold insulation layer is carried out with the side plates and roof supported by jacks and frames, and the bottom plate suspended from the roof with wires, so the work can be carried out safely.
After the bottom plate is jacked down on the cold insulation layer, the entire tank is jacked up in advance, and the roof and bottom plate are connected with wire, and the bottom plate is jacked down after the construction of the bottom cold insulation layer is completed, making the work smooth. 0. Effects such as safe performance are recognized.
第1図から第5図までは従来の場合の説明用縦断面図、
第6図は従来のアニユラ−プレート説明用平面図、第7
図は第6図におけるA−A線に沿った縦断面図、第8図
から第15図まではいずれも本発明の詳細な説明用であ
って、第8図はアニユラ−プレート部分の平面図、第9
図は第8図におけるB−B線に沿った縦断面図、第10
図から第15図までは縦断面図である。
1・・・・・・特殊複合ジヤツキ、2・・・・・・タン
ク基礎、3・・・・・・外槽底板、4・・・・・・環状
パーライトコンクリート、5・・・・・・アニユラ−プ
レート、5a、5b・・・・・・追加のアニユラ−プレ
ート、6・・・・・・内槽側板、7・・・・・・保冷層
、8・・・・・・内槽底板、9・・・・・・屋根部、1
0・・・・・・ワイヤー、11・・・・・・ローラー装
置、11a・・・・・・ローラー支持部、11b・・・
・・・ローラー’、11c・・・・・・チャンネル、1
2・・・・・・荷受部、13・・・・・・サポート、1
3a・・・・・・外管、13b・・・・・・ピン孔、1
3c・・・・・・短管、13d・・・・・・内管、13
e・・・・・・薄膜、14・・・・・・外槽側板、15
・・・・・・斜め材、16・・・・・・補強材、17・
・・・・・架台、18・・・・・・ターンバックル、1
9・・・・・・仕切板、20・・・・・・カバー、21
・・・・・・底板ステイフナ−0Figures 1 to 5 are longitudinal cross-sectional views for explaining the conventional case;
Figure 6 is a plan view for explaining the conventional annular plate;
The figure is a longitudinal sectional view taken along the line A-A in FIG. 6, and FIGS. 8 to 15 are for detailed explanation of the present invention, and FIG. 8 is a plan view of the annular plate portion. , No. 9
The figure is a longitudinal sectional view taken along line B-B in Figure 8, and Figure 10.
15 to 15 are longitudinal sectional views. 1... Special composite jack, 2... Tank foundation, 3... Outer tank bottom plate, 4... Annular pearlite concrete, 5... Annular plate, 5a, 5b... Additional annular plate, 6... Inner tank side plate, 7... Cold insulation layer, 8... Inner tank bottom plate. , 9... Roof section, 1
0...Wire, 11...Roller device, 11a...Roller support part, 11b...
...roller', 11c...channel, 1
2...Consignment receiving section, 13...Support, 1
3a...Outer tube, 13b...Pin hole, 1
3c...Short pipe, 13d...Inner pipe, 13
e... Thin film, 14... Outer tank side plate, 15
...Diagonal material, 16...Reinforcement material, 17.
・・・・・・Frame, 18・・・Turnbuckle, 1
9...Partition plate, 20...Cover, 21
...Bottom plate stiffener-0
Claims (1)
、外槽底板上の環状パーライトコンクリートの上に、特
殊広幅のアニユラ−プレートを配列組立て後に、ジヤツ
キアップ用の側板送りローラー装置を側板の円周に合わ
せて配設するとともに該ローラー装置の内側に特殊複合
ジヤツキを設置し、内槽側板の一部を環状に組立て該側
板の上端に接続して屋根部を組立て取付けこれら側板お
よび屋根部の組立て、溶接および諸検査の作業と並行し
てタンク内部において外槽底板上に底板配列用サポート
を配列し該サポート上に内槽底板母材を配列して底板の
溶接および諸検査を行い、前記特殊複合ジヤツキにより
、少くとも後に底板を保冷層上にジヤツキダウンするに
必要な分だけ内槽側板および屋根をジヤツキアップして
おいて、架台により内槽を支持し、屋根部と底板とをワ
イヤーで結合し前記サポートを撤去するとともに、アニ
ユラ−プレート上面全周にリング状の仕切板を固着して
から、底部保冷層の工事を行い、内槽全体をジヤツキダ
ウンして底板を保冷層上に降下させることを特徴とする
タンク建設における底板の溶接組立方法。1 In tank construction using the jack-up method, after arranging and assembling special wide annular plates on the annular pearlite concrete on the outer tank bottom plate, a side plate feed roller device for jack-up is arranged to match the circumference of the side plate. At the same time, a special composite jack is installed inside the roller device, and a part of the inner tank side plate is assembled in a ring shape, connected to the upper end of the side plate, and the roof section is assembled and attached.Assembling, welding, and various inspections of these side plates and the roof section. In parallel with this work, supports for bottom plate arrangement are arranged on the outer tank bottom plate inside the tank, the inner tank bottom plate base material is arranged on the supports, welding and various inspections of the bottom plate are carried out, and the special composite jack is used to reduce the Later, the inner tank side plates and roof are jacked up as much as necessary to jack down the bottom plate onto the cold insulation layer, the inner tank is supported by a frame, the roof and bottom plate are connected with wire, and the supports are removed. At the same time, tank construction is characterized by fixing a ring-shaped partition plate around the entire upper surface of the annual plate, then constructing the bottom cold insulation layer, and then jacking down the entire inner tank to lower the bottom plate onto the cold insulation layer. Method of welding and assembling the bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9943880A JPS5846992B2 (en) | 1980-07-22 | 1980-07-22 | Welding assembly method of bottom plate in tank construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9943880A JPS5846992B2 (en) | 1980-07-22 | 1980-07-22 | Welding assembly method of bottom plate in tank construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5724771A JPS5724771A (en) | 1982-02-09 |
| JPS5846992B2 true JPS5846992B2 (en) | 1983-10-19 |
Family
ID=14247412
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9943880A Expired JPS5846992B2 (en) | 1980-07-22 | 1980-07-22 | Welding assembly method of bottom plate in tank construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5846992B2 (en) |
-
1980
- 1980-07-22 JP JP9943880A patent/JPS5846992B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5724771A (en) | 1982-02-09 |
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