JPS6332946B2 - - Google Patents

Info

Publication number
JPS6332946B2
JPS6332946B2 JP12531381A JP12531381A JPS6332946B2 JP S6332946 B2 JPS6332946 B2 JP S6332946B2 JP 12531381 A JP12531381 A JP 12531381A JP 12531381 A JP12531381 A JP 12531381A JP S6332946 B2 JPS6332946 B2 JP S6332946B2
Authority
JP
Japan
Prior art keywords
inner tank
roof
tank
side plate
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.)
Expired
Application number
JP12531381A
Other languages
Japanese (ja)
Other versions
JPS5829973A (en
Inventor
Motoki Ina
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.)
Toyo Kanetsu KK
Original Assignee
Toyo Kanetsu KK
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 Toyo Kanetsu KK filed Critical Toyo Kanetsu KK
Priority to JP12531381A priority Critical patent/JPS5829973A/en
Publication of JPS5829973A publication Critical patent/JPS5829973A/en
Publication of JPS6332946B2 publication Critical patent/JPS6332946B2/ja
Granted legal-status Critical Current

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 この発明は液化石油ガスや液化天然ガス等の二
重殻構造の円筒型低温タンクの建設方法に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a double-shelled cylindrical cryogenic tank for storing liquefied petroleum gas, liquefied natural gas, etc.

従来、この種の円筒型低温タンクの建設方法の
一例においては、内槽屋根を組立てゝその外側に
外槽屋根を組立て、内槽屋根の外周に複数個の扛
重装置を設けてこれにより外槽屋根を扛場しなが
ら外槽屋根の外周側板の下部に外槽側板を順次上
段から下段へ組立てゝ所定高さの外槽を組立完了
した後、扛重装置を外槽屋根上に移設し、この扛
重装置により内槽屋根を扛場しながら内槽屋根の
下に内槽側板を順次継ぎ足して内槽を完成するよ
うにしている。しかし、この場合には、底部保冷
および内槽底板を始めに施工するか、上記作業完
了後に行わなければならないためにその施工期間
の間は他の作業を平行して進めることができず、
工期が長くなり、また内槽屋根を組立てた後にそ
の外側に外槽屋根を組立てゝこれを内槽屋根の外
周の扛重装置により扛場しながら外槽側板を組立
てゝいくために外槽屋根および外槽側板の支持に
安定を欠き、更に外槽完成後に扛重装置を外槽屋
根に移設しなければならず手間がかゝり困難が伴
う等の欠点がみられる。
Conventionally, in one example of a construction method for this type of cylindrical cryogenic tank, an inner tank roof is assembled, an outer tank roof is assembled on the outside of the inner tank roof, and a plurality of lifting devices are installed around the outer periphery of the inner tank roof. While hoisting the tank roof, assemble the outer tank side plates from the top to the bottom in order from the bottom of the outer circumferential side plate of the outer tank roof. After completing the assembly of the outer tank at a predetermined height, move the lifting device onto the outer tank roof. While the inner tank roof is lifted by this lifting device, the inner tank side plates are successively added under the inner tank roof to complete the inner tank. However, in this case, the bottom cold insulation and inner tank bottom plate must be constructed first or after the above work is completed, so other work cannot be carried out in parallel during the construction period.
The construction period was longer, and after assembling the inner tank roof, the outer tank roof was assembled on the outside.This was lifted using a lifting device around the outer periphery of the inner tank roof while the outer tank side panels were assembled. Furthermore, there are drawbacks such as lack of stability in supporting the outer tank side plates, and furthermore, the lifting device must be moved to the outer tank roof after the outer tank is completed, which is time consuming and difficult.

従つて、この発明の目的はこの様な従来の欠点
を除去するために、外槽側板を組立てると共に内
槽側板立設部に内槽側板下部を組立て、この内槽
側板下部上にて内槽ナツクルプレートを組立てゝ
この内槽ナツクルプレートに対して内槽屋根を組
立て、内槽屋根とは別個に外槽側板を支えとし且
つ内槽屋根部を足場に利用して外槽屋根を組立
てゝ外槽側板の組立完了後に圧縮空気を外槽屋根
下部に送入して外槽屋根を浮上して外槽側板上端
に固定し、この固定された外槽屋根に設けられた
複数個の上架装置によつて内槽屋根を所定の高さ
にまで引き上げ、外槽内に搬入した残りの内槽側
板を上段から組立てゝこの内槽屋根の引き上げと
内槽側板の組立を交互に繰返して内槽の組立完成
を計かると共に同時に底部断熱材および内槽底板
の施工を行つて工期の短縮を計かり、低い位置の
足場での内槽側板の組立作業ができるようになつ
た円筒型低温タンクの建設方法を提供することに
ある。
Therefore, an object of the present invention is to assemble the outer tank side plate and assemble the lower part of the inner tank side plate to the upright part of the inner tank side plate, and to remove the inner tank from the lower part of the inner tank side plate. Assemble the knuckle plate. Assemble the inner tank roof to this inner tank knuckle plate. Separately from the inner tank roof, assemble the outer tank roof using the outer tank side plate as a support and the inner tank roof as a scaffold. After completing the assembly of the outer tank side panels, compressed air is sent to the lower part of the outer tank roof to float the outer tank roof and fix it to the upper end of the outer tank side panels, and multiple upper racks are installed on the fixed outer tank roof. The inner tank roof is raised to a predetermined height using a device, and the remaining inner tank side panels carried into the outer tank are assembled from the upper level.This process of raising the inner tank roof and assembling the inner tank side panels is repeated alternately to complete the inner tank. A cylindrical low-temperature tank with a cylindrical low-temperature tank that was designed to shorten the construction period by completing the assembly of the tank and simultaneously installing the bottom insulation material and the bottom plate of the inner tank, making it possible to assemble the side plates of the inner tank on low-level scaffolding. The purpose is to provide a construction method.

この発明の他の目的や特長および利点は以下の
添付図面に沿つての詳細な説明により明らかにな
ろう。
Other objects, features and advantages of the present invention will become apparent from the following detailed description taken in conjunction with the accompanying drawings.

図面にはこの発明の円筒型低温タンクの建設方
法の一実施例における工程の幾つかゞ段階的に示
されている。
The drawings show step by step some of the steps in an embodiment of the method for constructing a cylindrical cryogenic tank according to the present invention.

先づ、第1図に示される様に、基礎上に外槽底
板1を配置して外槽側板2の最下段を組立て、以
後順に連続して下段から上段へと外槽側板2を組
立てゝいく。また、外槽底板1上の内槽側板立設
部にパーライトコンクリートリング3を打設す
る。
First, as shown in Fig. 1, the outer tank bottom plate 1 is placed on the foundation and the lowest stage of the outer tank side plates 2 is assembled, and then the outer tank side plates 2 are assembled successively from the lower stage to the upper stage. go. In addition, a pearlite concrete ring 3 is placed in the upright portion of the inner tank side plate on the outer tank bottom plate 1.

パーライトコンクリートリング3の養生が完了
したならば、パーライトコンクリートリング3の
上に内槽アニユラープレート3′を設け、その上
に内槽側板4下部を第2図に示される様に組立て
る。
When the curing of the pearlite concrete ring 3 is completed, the inner tank annular plate 3' is provided on the pearlite concrete ring 3, and the lower part of the inner tank side plate 4 is assembled thereon as shown in FIG.

次いで、第3図に示される様に、先の組立てら
れた内槽側板4下部を架台として内槽ナツクルプ
レート5の組立てが行われる。同時に、外槽側板
2の組立ても順次続けて行われる。
Next, as shown in FIG. 3, the inner tank knuckle plate 5 is assembled using the previously assembled lower part of the inner tank side plate 4 as a stand. At the same time, the assembly of the outer tank side plates 2 is successively performed.

こうして内側ナツクルプレート5が第3図の如
く組立てられたならば、先づこの内槽ナツクルプ
レート5に対して内槽屋根6を組立てると共に、
この内槽屋根6とは別個に第4図に示される様に
外槽側板2を支えとし且つ内槽屋根6部を足場に
利用して外槽屋根7を組立てる。また、これら内
槽屋根6と外槽屋根7は分離していて、合成屋根
を形成していない。
After the inner knuckle plate 5 is assembled as shown in FIG. 3, the inner tank roof 6 is first assembled to the inner tank knuckle plate 5, and
Separately from this inner tank roof 6, as shown in FIG. 4, an outer tank roof 7 is assembled using the outer tank side plates 2 as supports and the inner tank roof 6 as a scaffold. Further, the inner tank roof 6 and the outer tank roof 7 are separated and do not form a composite roof.

こうして、先づ外槽側板2の組立てが完了した
ならば、外槽側板2の工事口を気密に仮閉鎖して
圧縮空気を外槽屋根7下部すなわち外槽10内部
に送入して空気圧によつて外槽屋根7を浮上して
外槽側板2上端に外槽屋根7を固定する。この様
にして外槽屋根7が第5図に示される如く外槽側
板2上端に固定されたならば、この外槽屋根7の
周辺部にジヤツキ、ウインチ等の如き上架装置8
を複数個設け、これら上架装置8によつて第6図
に示される様に内槽屋根6が所定の高さにまで引
き上げられる。この時の内槽屋根6の引き上げ高
さは低い一定の位置に設置された足場にて次の内
槽側板4の組立作業を行うに十分な程度に好適に
決められる。また、この時点で底部断熱材16お
よび内槽底板18の施工が始められる。
In this way, when the assembly of the outer tank side plate 2 is first completed, the construction opening of the outer tank side plate 2 is temporarily closed airtight, and compressed air is sent into the lower part of the outer tank roof 7, that is, inside the outer tank 10, and the air pressure is increased. Therefore, the outer tank roof 7 is lifted up and fixed to the upper end of the outer tank side plate 2. Once the outer tank roof 7 is fixed to the upper end of the outer tank side plate 2 as shown in FIG.
The inner tank roof 6 is raised to a predetermined height by means of these lifting devices 8, as shown in FIG. The raised height of the inner tank roof 6 at this time is suitably determined to be sufficient to perform the next assembly work of the inner tank side plate 4 on a scaffold installed at a low fixed position. Also, at this point, construction of the bottom heat insulating material 16 and the inner tank bottom plate 18 is started.

この様にして外槽屋根7が固定されて、上架装
置8により内槽屋根6が所定の高さ引き上げられ
たならば、第7図に示される様に外槽屋根7の内
側に設けられたガイドレールに沿つて走行可能に
配置されたトロリホイスト9を用いて外槽10の
工事口12から残りの内槽側板4を取込んで、内
槽側板4を組立てる。この場合に、内槽側板4は
上段から組立てられ、各段毎に内槽側板組立完了
後に、先の上架装置8によつて引き上げられるた
めに各段の内槽側板組立位置が変わらずに一定の
位置の足場にて組立作業が進められる。こうして
段階的に内槽側板4の組立作業が、内槽側板の上
段から下段へと進められ最終的には初めに内槽ア
ニユラープレート3′上に組立てられた最下段の
内槽側板4と次の段との周継手の溶接完了をもつ
て内槽側板4の全組立作業が終了される。また、
この内槽側板組立作業と平行して底部断熱材16
および内槽底板18の施工作業が続けられ、各種
作業の同時進行が行われるので工期が短縮されて
時間と費用の節約ができる。
After the outer tank roof 7 is fixed in this way and the inner tank roof 6 is raised to a predetermined height by the lifting device 8, the inner tank roof 7 is installed inside the outer tank roof 7 as shown in FIG. The remaining inner tank side plate 4 is assembled by taking in the remaining inner tank side plate 4 from the construction opening 12 of the outer tank 10 using a trolley hoist 9 disposed so as to be movable along the guide rail. In this case, the inner tank side plates 4 are assembled from the upper tier, and after the inner tank side plates are assembled for each tier, they are lifted up by the lifting device 8, so the assembly position of the inner tank side plates of each tier remains constant. Assembly work will proceed on the scaffolding at the location. In this way, the assembly work of the inner tank side plate 4 is progressed step by step from the upper stage of the inner tank side plate to the lower stage, and finally the inner tank side plate 4 of the lowest stage assembled on the inner tank annular plate 3' at the beginning. The entire assembly work of the inner tank side plate 4 is completed when welding of the circumferential joint with the next stage is completed. Also,
In parallel with this inner tank side plate assembly work, the bottom insulation material 16
The construction work of the inner tank bottom plate 18 is continued, and various works are carried out simultaneously, so the construction period is shortened and time and costs can be saved.

この様に、この発明の円筒型低温タンクの建設
方法に依れば、外槽側板を組立てると共に、内槽
側板立設部にパーライトコンクリートリングおよ
び内槽アニユラープレートを介して内槽側板、好
適には最下段の内槽側板を組立てゝ、この内槽側
板下部上で内槽ナツクルプレートを組立てると共
に更に内槽屋根を組立て、この内槽屋根とは別個
に外槽側板を支えとし且つ内槽屋根部を足場に利
用して外槽屋根を組立てゝ外槽側板の組立完了後
に圧縮空気を外槽屋根下部に送入して外槽屋根を
浮上して外槽側板上端に固定し、この固定された
外槽屋根に上架装置を設けてこれによつて内槽屋
根を所定の高さ、外槽工事口から搬入した内槽板
を組立できる低い位置に対応した位置、にまで引
き上げ、そこで内槽側板を上段から下段へと順次
立てるべくこの内槽屋根の引き上げと内槽側板の
組立を交互に繰返して内槽の組立完成を計かると
共に、底部断熱材および内槽底板の施工を同時に
進行できるので、工期が短縮でき、内槽側板およ
び底板の施工作業が外槽内にできて天候等の気象
条件に左右されることがなく、また外槽完成後は
内槽側板や他のタンク材等を工事口を介して取り
込まれるので、従来の様な重機用走行エリヤを必
要とせず、更に内槽側板の組立作業の様に低い足
場での作業が可能となつて高所作業を大いに低減
でき、安全面における配慮が一層好適となる等の
利点が得られる。
As described above, according to the method for constructing a cylindrical low-temperature tank of the present invention, while assembling the outer tank side plate, the inner tank side plate is attached to the upright portion of the inner tank side plate via the perlite concrete ring and the inner tank annular plate. Assemble the lowermost inner tank side plate, assemble the inner tank knuckle plate on the bottom of this inner tank side plate, and further assemble the inner tank roof. Separately from this inner tank roof, use the outer tank side plate as a support and Assemble the outer tank roof using the tank roof as a scaffold. After completing the assembly of the outer tank side panels, compressed air is sent to the lower part of the outer tank roof to float the outer tank roof and fix it to the top of the outer tank side panels. A lifting device is installed on the fixed outer tank roof, and this raises the inner tank roof to a predetermined height, corresponding to the low position where the inner tank plates brought in from the outer tank construction opening can be assembled. In order to erect the inner tank side plates sequentially from the upper to the lower tier, the process of raising the inner tank roof and assembling the inner tank side plates was repeated alternately to complete the assembly of the inner tank, and at the same time, the bottom insulation material and the inner tank bottom plate were installed. Since the construction work can be done in advance, the construction period can be shortened, and the construction work for the inner tank side panels and bottom panels can be done inside the outer tank, so it is not affected by weather conditions, and after the outer tank is completed, the inner tank side panels and other tanks Since the materials are taken in through the construction opening, there is no need for a running area for heavy machinery as in the past, and it is also possible to work on low scaffolding, such as when assembling the inner tank side panels, greatly improving work at heights. It is possible to reduce the amount of heat generated, and there are advantages such as better consideration in terms of safety.

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

第1図乃至第7図はこの発明の円筒型低温タン
クの建設方法を各種工程にて段階的に示す縦断面
概要説明図である。図中、1……外槽底板、2…
…外槽側板、3……パーライトコンクリートリン
グ、3′……内槽アニユラープレート、4……内
槽側板、5……内槽ナツクルプレート、6……内
槽屋根、7……外槽屋根、8……上架装置、9…
…トロリホイスト、10……外槽、12……工事
口、16……断熱材、18……内槽底板。
FIGS. 1 to 7 are vertical cross-sectional schematic explanatory views showing step by step various steps of the method for constructing a cylindrical cryogenic tank according to the present invention. In the figure, 1... Outer tank bottom plate, 2...
...Outer tank side plate, 3...Pearlite concrete ring, 3'...Inner tank annual plate, 4...Inner tank side plate, 5...Inner tank nutcle plate, 6...Inner tank roof, 7...Outer tank Roof, 8... Elevation device, 9...
... Trolley hoist, 10 ... Outer tank, 12 ... Construction opening, 16 ... Insulation material, 18 ... Inner tank bottom plate.

Claims (1)

【特許請求の範囲】[Claims] 1 二重殻構造の円筒型低温タンクの外槽側板を
組立てると共に、内槽側板立設部に内槽側板下部
を組立て、この内槽側板下部上にて内槽ナツクル
プレートを組立てゝこの内槽ナツクルプレートに
対して内槽屋根を組立て、更に内槽屋根とは別個
に外槽屋根を組立てゝ外槽側板の組立完了後に圧
縮空気を外槽屋根下部に送入して外槽屋根を浮上
して外槽側板上端に固定し、次いでこの固定され
た外槽屋根に設けられた複数個の上架装置によつ
て内槽屋根を所定の高さ引き上げ、外槽内に搬入
した残りの内槽側板を上段から組立てゝ内槽屋根
の引き上げと内槽側板の組立を交互に繰返して内
槽を組立完成するようにした円筒型低温タンクの
建設方法。
1 Assemble the outer tank side plate of a cylindrical low-temperature tank with a double shell structure, assemble the lower part of the inner tank side plate on the upright part of the inner tank side plate, and assemble the inner tank knuckle plate on the lower part of the inner tank side plate. Assemble the inner tank roof to the tank nutcle plate, and then assemble the outer tank roof separately from the inner tank roof. After completing the assembly of the outer tank side plates, compressed air is sent to the lower part of the outer tank roof to install the outer tank roof. The remaining inner tank roof is floated up and fixed to the upper end of the outer tank side plate, and then the inner tank roof is raised to a predetermined height using multiple lifting devices installed on the fixed outer tank roof. A method of constructing a cylindrical low temperature tank in which the tank side plates are assembled from the upper level, and the inner tank is assembled by repeating alternately raising the inner tank roof and assembling the inner tank side plates.
JP12531381A 1981-08-12 1981-08-12 Construction method of cylindrical cryogenic tank Granted JPS5829973A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12531381A JPS5829973A (en) 1981-08-12 1981-08-12 Construction method of cylindrical cryogenic tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12531381A JPS5829973A (en) 1981-08-12 1981-08-12 Construction method of cylindrical cryogenic tank

Publications (2)

Publication Number Publication Date
JPS5829973A JPS5829973A (en) 1983-02-22
JPS6332946B2 true JPS6332946B2 (en) 1988-07-01

Family

ID=14907008

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12531381A Granted JPS5829973A (en) 1981-08-12 1981-08-12 Construction method of cylindrical cryogenic tank

Country Status (1)

Country Link
JP (1) JPS5829973A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0455982U (en) * 1990-09-19 1992-05-13

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0455982U (en) * 1990-09-19 1992-05-13

Also Published As

Publication number Publication date
JPS5829973A (en) 1983-02-22

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