JPS59138671A - Construction of double-shell storage tank - Google Patents

Construction of double-shell storage tank

Info

Publication number
JPS59138671A
JPS59138671A JP1146183A JP1146183A JPS59138671A JP S59138671 A JPS59138671 A JP S59138671A JP 1146183 A JP1146183 A JP 1146183A JP 1146183 A JP1146183 A JP 1146183A JP S59138671 A JPS59138671 A JP S59138671A
Authority
JP
Japan
Prior art keywords
plate
inner tank
roof
assembled
outer tank
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.)
Granted
Application number
JP1146183A
Other languages
Japanese (ja)
Other versions
JPS6355590B2 (en
Inventor
本沢 三成
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.)
KOUYOU KENSETSU KOGYO KK
Koyo Iron Works & Constr
Original Assignee
KOUYOU KENSETSU KOGYO KK
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 KOUYOU KENSETSU KOGYO KK, Koyo Iron Works & Constr filed Critical KOUYOU KENSETSU KOGYO KK
Priority to JP1146183A priority Critical patent/JPS59138671A/en
Publication of JPS59138671A publication Critical patent/JPS59138671A/en
Publication of JPS6355590B2 publication Critical patent/JPS6355590B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

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】 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
根及び側板上一体的にジヤツキアップして内外槽側板上
段から順次ジヤツキアップ工法により最終段まで構築す
る方法を行っていた。この場合内外槽の屋根及び側板上
一体的にジヤツキアップするために大容量のシャツ千が
必要となり、貯槽が大型化してくると膨大なジヤツキア
ッ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った。
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. In this case, a large-capacity jacket is required to integrally jack up the roof and side panels of the inner and outer tanks, and as the storage tank becomes larger, it is necessary to secure a huge amount of jacking equipment, which causes problems in terms of transportation and equipment maintenance. However, there was a problem in that it required a lot of cost.

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ップ工
法で順次構築し、内槽側板の組立て途中の低い段階に2
いて線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ップジヤツキで吊上げて側板上
端に屋根全取付けることを特徴とするものである。
In order to solve this conventional problem, the present invention constructs the side panels of the outer tank in a stacked manner from the lower tier to the upper tier, while the inner tank side panels are constructed sequentially from the upper tier to the lower tier using the jack-up method. 2 at the lower stage during the assembly of the tank side plate.
One or both of the inner tank roof assembled on the upper end of the line side plate and the outer tank roof assembled on the roof are lifted by a lift-up jack suspended from the upper end of the outer tank side plate, and the roof is placed on the upper end of the side plate. It is characterized by complete installation.

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
っ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 place 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の上にアニー
ラ−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 annealer plate 5 is laid on the solidified pearlite concrete 3, and a plurality of jacks 6 are placed on it at appropriate intervals. 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
ニーラ−プレート5上に円筒状に組立てその上にナック
ルプレート10ヲ取付け、屋根用仮設支柱11ヲ外槽底
板2上に設けておいてこれで支持しながら内槽屋根の骨
材の組付は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1
3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 in a cylindrical shape on the annealer plate 5 outside the jack 6, attach the knuckle plate 10 thereon, and install the temporary roof support 11 on the outer tank bottom plate 2. While supporting this, assemble the aggregate for the inner tank roof, arrange and attach the plates of the inner tank roof 12 on top of it, and install the outer tank roof frame and the outer tank roof 1 on the inner tank roof 12.
The plates No. 3 are assembled and placed, and 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
アップジヤツキ15ヲ用いて外槽屋根骨及び板を吊り上
けてこれを外槽側板2の上端に取付は屋根用仮設支柱1
1ヲ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
ヤツキアップ工法により組立て、これらと並行して又は
外槽屋根13の取付は完了後に底部保冷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全配列して内槽底板16ヲ両面溶
接して組立て施工する。
(4) Next, use the 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, and attach them to the upper end of the outer tank side plate 2 as a temporary roof. Pillar 1
At the same time as removing 1, or after that, 2 from the upper part of the inner tank side plate 4.
The subsequent stages are assembled sequentially from the upper stage to the lower stage by the jack-up method using jacks 6, and in parallel with this or after the installation of the outer tank roof 13 is completed, the bottom cooling insulation 7 is completely installed. All the plate members of the inner tank bottom plate are arranged on top of the bottom plate assembly frame 8, and the inner tank bottom plate 16 is assembled by welding both sides.

(5)更に、内槽底板16ヲ底部保冷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って完了する。
Thereafter, the pressure resistance and airtightness tests of the inner tank, the closing of the construction opening 14, the airtightness test of the outer tank, and the cold insulation construction of the inner and outer tanks are completed.

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. The methods described in (1) and (2) in the explanation of the above embodiment will be used as they are, and the method (3) of the above embodiment will be explained.
The following methods (3') and (4') are used corresponding to the contents described in (4) and (4).

(3′)内槽側板の′上部1段目をジヤツキ6の外側の
アニーラ−プレート5上に円筒状に組立て、外槽底板2
上に立設した仮設支柱11で支持しなから内槽側板4の
上にこれと肌合せしてナックルプレート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
列して取付は該屋根12の板の下端とナックルプレート
10上端とを溶接により結合するとともに内借屋根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の板部材全載置し適当な時期に配列組立
てを行う。この場合前記す、クルグレート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。
(3') Assemble the upper first stage of the inner tank side plate in a cylindrical shape on the annealer plate 5 outside the jack 6, and attach the outer tank bottom plate 2.
The knuckle plate 10 and the inner tank roof frame are assembled on the inner tank side plate 4 so as to be supported by temporary struts 11 erected above, and the plate members of the inner tank roof 12 are mounted on the roof frame. The arrangement and installation involves joining the lower end of the plate of the roof 12 and the upper end of the knuckle plate 10 by welding, and also attaching the inner roof 12.
The outer tank roof frame is assembled on top via the support member 17, and all the plate members of the outer tank roof 13 are placed thereon, and the arrangement and assembly are performed at an appropriate time. In this case, the lower end of the wall plate 10 and the upper end of the inner tank side plate 4 are only brought into line with each other, and no welding is performed.

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
事ロ14ヲ設けておいて部材、機材等の搬出入の際に利
用する。
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 hole 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
フトアップジヤツキ15ヲ用いて外槽屋根13及びナッ
クルプレートio’2付けた内槽屋根12を一体的に吊
り上げて外槽屋根13を外槽側板2の上端に取付は仮設
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
ツキアップ工法により組立て、先に畢上げである内槽屋
根12に取付けたナックルプレート1o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ヲ全面的に組立て施工
する。
(4') Next, using a plurality of lift-up jacks 15 suspended from the upper end of the outer tank side plate 2, the outer tank roof 13 and the inner tank roof 12 with the knuckle plate io' 2 attached are integrally lifted up and removed. To attach the tank roof 13 to the upper end of the outer tank side plate 2, remove the temporary support 11. At the same time or after that, assemble the inner tank side plate 4 sequentially from the upper layer to the lower layer using the jack-up method using the jacks 6, and first raise the heel. When the upper end of the inner tank side plate 4 reaches the lower end of the knuckle plate 1o attached to a certain inner tank roof 12, these are welded and joined together, and in parallel with this, the bottom cooling insulation 7 is installed on the entire surface, and the bottom cooling insulation 7 is installed on the entire surface. Inner tank bottom plate 16 is placed on top of 7 via bottom plate assembly frame 8.
The inner tank bottom plate 16 is completely assembled and constructed by arranging the plate members.

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。
Thereafter, the process is completed by the same method as (5) described in the description of the above embodiment.

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、アニーラ−プレート5の上に配置した複数のロ
ーラーブロッ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 any of the embodiments, the outer tank side plate 2 is first assembled to the first stage, but it is also possible to assemble it to about 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. In addition, 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 annealer plate 5. 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
ジヤツキアップ工法でそれぞれ組立て構築するので、ジ
ヤツキアップのためのジヤツキは外槽の重量を受ける必
要がなくジヤツキは/J’s型のもので十分である、外
槽側板が1段又Fi、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上げた゛
m’x、5側板の上段から吊設したりフトアップジャッ
大″−ソ外槽屋根を吊上げて取付けるので外槽屋根の取
付けti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ップ工法
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Pa底板の板部材を予め内部に仮置きしであるの
で内槽底板の配列施工を内借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f:
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ッ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 plates are assembled by stacking and the inner tank side plates are assembled by the jack-up method, so the jacks for jacking up do not need to bear the weight of the outer tank, and the jacks are /J's type. The inner tank bottom plate is temporarily placed on the partial bottom cooling section of the storage tank when the outer tank side plate is first or second stage low. It is convenient because the inner tank bottom plate can be easily assembled after the roof is assembled, and the inner tank roof and the outer tank roof can be assembled on top of the top of the inner tank side panels when the outer tank side panels are low. When the outer tank side plates are assembled to the upper level, the outer tank roof can be hung from the upper level of the 5th side plate or lifted up using the lift jack, so the outer tank roof can be installed safely and efficiently. After the outer tank roof is installed, the bottom cooling insulation is completely installed, which prevents delays in construction due to weather such as rain.Also, by installing the outer tank roof early, it is possible to perform subsequent construction using the jack-up method for the inner tank side panels. The work can be carried out 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 carried out smoothly in parallel with the assembly of the inner side panels. Inner tank side plate f that can shorten the construction period:
Compared to the stacking 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. .

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

第1図乃至第5図は本発明の詳細な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川外槽側板、3・・・パーライト
コ7り’)−ト、4・・・内槽側板、5・・・アニーラ
−プレート、6・・・ジヤツキ、7・・・底部保冷、8
・・・槽底板、17・・・支持部材 第 1 図 を 第3図 を 第4図 第5図 第6図
1 to 5 are longitudinal cross-sectional views for explaining detailed explanations 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... Pearlite plate, 4... Inner tank side plate, 5... Annealer plate, 6... Jacket, 7 ...Bottom cold storage, 8
...tank bottom plate, 17... support member Fig. 1 Fig. 3 Fig. 4 Fig. 5 Fig. 6

Claims (2)

【特許請求の範囲】[Claims] (1)基礎上に組立てた外槽底板の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
保冷の施工を行っ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ーラ−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ップジヤツキによって外槽屋
根全吊上げて外槽側板の上端に取付け、内槽内側のアニ
ーラ−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ップ工法により組
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
てあっ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、と全特徴とする二重殻貯槽の構築方法。
(1) When the outer tank side plates are assembled in a stacked manner from the lower to the upper layer on the outer tank bottom plate assembled on the foundation, and the height of the outer tank side plates is lower than the first or second level. First, a partial bottom cooling system was constructed, and the plate members of the inner tank bottom plate were temporarily placed above it, and the uppermost inner tank side plate and inner tank roof assembled in a cylindrical shape on the inner tank annealer plate were installed. 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, they are removed using multiple lift-up jacks suspended from the top of the outer tank side panels. The entire tank roof is lifted up and attached to the upper end of the outer tank side plate, and the inner tank side plate is assembled from the upper to the lower layer using the jack-up method using multiple jacks set up on the annealer plate inside the inner tank, and the bottom is completely cooled. A method for constructing a double-shell storage tank, characterized in that the inner tank bottom plate is assembled by arranging the plate members of the inner tank bottom plate that have been temporarily placed during construction.
(2)基礎上に組立てた外槽底板上に外槽側板全下段か
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
の施工を行っ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−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k 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(東側−板の上端から吊設した複数のリ
フトアップジヤツキによって前記外槽屋根及び内借屋根
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−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ャッキアップ工法
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った
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) Assemble the outer tank side plates in a stacked manner from the lower level to the upper level on the outer tank bottom plate assembled on the foundation, and when the height of the outer tank side plates is low at the first or second level, the partial bottom After constructing the cold insulation, 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 annual plate, and place it above the inner tank side plate. The inner tank roof is assembled and the roof is placed above the side panels, and the outer tank roof is assembled on the roof via supporting members, and these two roofs are joined together, and the assembly of the outer tank side panels is the best. When the upper layer is completed, lift up the outer tank roof and inner roof using multiple lift-up jacks suspended from the upper end of the outer (east side) board, attach the outer tank roof to the upper end of the outer tank side board, and then attach the outer tank roof to the upper end of the outer tank side board. Assemble the inner tank roof by jacking up the inner tank side panels from the upper tier to the lower tier using a plurality of jacks set up on the annual plate, attach the inner tank roof to the upper end of the inner tank side panels, complete the construction of the bottom cold insulation, and carry out the above-mentioned temporary construction. A method for constructing a double shell storage tank, characterized in that the inner tank bottom plate is assembled by arranging the plate members of the inner tank bottom plate that have been placed.
JP1146183A 1983-01-28 1983-01-28 Construction of double-shell storage tank Granted JPS59138671A (en)

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 true JPS59138671A (en) 1984-08-09
JPS6355590B2 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 (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008248633A (en) * 2007-03-30 2008-10-16 Alpha Corp Door for automobile
JP2012171659A (en) * 2011-02-22 2012-09-10 Nippon Steel Engineering Co Ltd Method of manufacturing vertical type low temperature liquid reservoir

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6461758B2 (en) * 2015-09-11 2019-01-30 株式会社Ihi Construction method of cylindrical tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008248633A (en) * 2007-03-30 2008-10-16 Alpha Corp Door for automobile
JP2012171659A (en) * 2011-02-22 2012-09-10 Nippon Steel Engineering Co Ltd Method of manufacturing vertical type low temperature liquid reservoir

Also Published As

Publication number Publication date
JPS6355590B2 (en) 1988-11-02

Similar Documents

Publication Publication Date Title
CN112921813A (en) Double-layer multi-span bridge construction method
JPS59138671A (en) Construction of double-shell storage tank
CN115613827B (en) Vertical transportation method for large steel members during floor reconstruction of upper part of existing building
JPH0762924A (en) Construction method for concrete outer tank low-temperature tank
JPS59141671A (en) Construction of double-shell tank
JPH1037513A (en) Construction method for building double-shell low temperature tank
JPH07253196A (en) Construction method for low temperature tank with concrete outer tank
US4679374A (en) Building construction method
CN220352618U (en) Supporting device capable of accurately positioning double-layer steel anchor beam and steel corbel
CN117627386B (en) Cable curtain wall truss and construction method thereof
JPS5829973A (en) Building of cylindrical low temperature tank
JPS6098064A (en) Construction of low temperature double shell tank
JPH10102778A (en) Blast furnace furnace body coonstruction method
JPH0711806A (en) Construction of low-temperature underground tank
JPS58150664A (en) Construction of inner tank bottom plate of storage tank
JPS6026910B2 (en) Construction method of flat bottom cylindrical tank
JPS596495A (en) Support base for turbine
JP2727337B2 (en) Construction method of multi-shell storage tank
JPS6027345B2 (en) Tank bottom plate welding assembly method
JPS6092567A (en) Bottom part coolness holding construction method of low temperature double shell tank
JPS58168764A (en) Construction of large tank
JP2627705B2 (en) Automatic frame assembly method
JPS60181467A (en) Construction of double shell cylindrical tank
JPS59217875A (en) Cold-holding construction of lower part of low temperature double shell tank
JPH0335468B2 (en)