JP3516215B2 - Construction method of tank bottom plate in double shell storage tank and its lifting device - Google Patents

Construction method of tank bottom plate in double shell storage tank and its lifting device

Info

Publication number
JP3516215B2
JP3516215B2 JP13668294A JP13668294A JP3516215B2 JP 3516215 B2 JP3516215 B2 JP 3516215B2 JP 13668294 A JP13668294 A JP 13668294A JP 13668294 A JP13668294 A JP 13668294A JP 3516215 B2 JP3516215 B2 JP 3516215B2
Authority
JP
Japan
Prior art keywords
bottom plate
inner tank
tank bottom
plate
hole
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 - Fee Related
Application number
JP13668294A
Other languages
Japanese (ja)
Other versions
JPH07317369A (en
Inventor
宏治 石井
正彦 大須賀
Original Assignee
株式会社石井鐵工所
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 株式会社石井鐵工所 filed Critical 株式会社石井鐵工所
Priority to JP13668294A priority Critical patent/JP3516215B2/en
Publication of JPH07317369A publication Critical patent/JPH07317369A/en
Application granted granted Critical
Publication of JP3516215B2 publication Critical patent/JP3516215B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、液化天然ガス(LN
G)や低温液体等を貯蔵する二重殻貯槽を構築する際
に、貯槽の内槽底板を架台上で溶接を行った後に、架台
を撤去して底板を降下させて底部保冷層上に設置する貯
槽内槽底板の施工法と、その施工法に使用する昇降装置
に関するものである。
This invention relates to liquefied natural gas (LN
When building a double shell storage tank for storing G) or low temperature liquid, etc., after welding the inner tank bottom plate of the storage tank on the pedestal, remove the pedestal and lower the bottom plate to install it on the bottom cold insulation layer. The present invention relates to a method for constructing a bottom plate of a storage tank and a lifting device used for the method.

【0002】[0002]

【従来の技術】従来の二重殻貯槽内槽底板の施工法を図
6の断面説明図に示す。貯槽基礎上に外槽底板102を
敷設し、外槽側板と外槽屋根とからなる外槽101を形
成する。この外槽101の内部に、保冷層及び保冷空間
を介して液化天然ガス(LNG)等を貯蔵する密封構造
の内槽105を構築する。外槽101の内部の外槽底板
102上に底部保冷層103を施工し、その上部に外周
リング状の内槽アニュラー板、内槽側板、内槽屋根を施
工する。
2. Description of the Related Art A conventional construction method for a bottom plate of a double-shell storage tank is shown in a sectional explanatory view of FIG. The outer tank bottom plate 102 is laid on the storage tank foundation to form the outer tank 101 composed of the outer tank side plate and the outer tank roof. Inside the outer tank 101, an inner tank 105 having a sealed structure for storing liquefied natural gas (LNG) and the like is constructed via a cold insulation layer and a cold insulation space. The bottom cold insulation layer 103 is applied on the outer tank bottom plate 102 inside the outer tank 101, and the outer ring annular inner tank annular plate, inner tank side plate, and inner tank roof are installed on the upper portion thereof.

【0003】内槽底板106は、図6の破線で示す架台
104上で構築する。この架台104は、外槽底板10
2上に直接又は該外槽底板102上に施工した底部保冷
層103上に適切な間隔をおいて配設してなるもので、
この架台104上に内槽底板106を配列する。内槽底
板106は、気密性・液密性が重視されるため、一般的
には突合せ溶接継手が採用され、上下両面から溶接し、
検査も上下両面から行われている。なお、底部保冷層1
03上に降下した内槽底板106の外周縁と外周リング
状のアニュラー板との接合部は、裏当金付片側突合せ溶
接継手が採用され、上面からだけの溶接で接合されてい
る。
The inner tank bottom plate 106 is constructed on the frame 104 shown by the broken line in FIG. This mount 104 is used for the outer tank bottom plate 10.
2 is provided directly on the outer tank bottom plate 102 or on the bottom cold insulation layer 103 constructed at appropriate intervals.
The inner tank bottom plate 106 is arranged on the frame 104. Since the inner tank bottom plate 106 places importance on air-tightness and liquid-tightness, a butt welded joint is generally adopted, and welding is performed from both upper and lower surfaces.
Inspections are also performed from the top and bottom. In addition, the bottom cold insulation layer 1
At the joint between the outer peripheral edge of the inner tank bottom plate 106 that has descended above 03 and the outer peripheral ring-shaped annular plate, a one-side butt-welded joint with a backing metal is adopted, and the joint is made only by welding from the upper surface.

【0004】また、内槽底板106は、架台104上に
矩形平板又は扇形平板を配列して全体を円形平板に組み
立て、上下両面から溶接を行って一体化し、その内槽底
板106を上方からワイヤ122で少し吊り上げて下部
の架台104を撤去した後、底部保冷層103上に降下
して載置する。図中121は内槽底板106を吊るため
に設ける補強材である。該補強材121は、内槽底板1
06をワイヤ122で吊った時にたわんだり、各ワイヤ
122に局部集中荷重が偏ってかからないように、平均
に格子状やリング状に配設する。122は内槽底板10
6を吊り上げる吊りワイヤ、123はワイヤ122を上
方で支える吊り支持部である。この吊り支持部123
は、図では内槽105の上部の側板内周面にブラケット
等を設けて形成した場合を示したが、この吊る位置は、
内外槽の施工時期に応じて、内外槽いずれかの上部の側
板や屋根が選択されている。
The inner tank bottom plate 106 is formed by arranging rectangular flat plates or fan-shaped flat plates on the base 104 to assemble the whole into a circular flat plate, and welding is performed from both upper and lower surfaces to integrate them, and the inner tank bottom plate 106 is wired from above. After being slightly lifted at 122 to remove the lower gantry 104, it is lowered and placed on the bottom cold insulation layer 103. Reference numeral 121 in the figure denotes a reinforcing member provided to suspend the inner tank bottom plate 106. The reinforcing member 121 is the inner tank bottom plate 1
The wires 06 are arranged in an average grid shape or a ring shape so as not to bend when the wires 122 are hung by the wires 122 and to prevent the local concentrated load from being biased on each wire 122. 122 is the inner tank bottom plate 10
6 is a suspending wire for suspending 6 and 123 is a suspending support portion for supporting the wire 122 above. This suspension support 123
Shows a case where a bracket or the like is provided on the inner peripheral surface of the side plate in the upper part of the inner tank 105, but the hanging position is
Depending on the construction period of the inner and outer tanks, the upper side plate or roof of either the inner or outer tank is selected.

【0005】また、底部保冷層上に内槽底板を降下させ
るその他の従来例の施工法には、図示省略したが、ジャ
ッキ等を使用した施工法がある。この施工法は、ジャッ
キと盤木の架台等を底部保冷層上の適所に配置し、内槽
底板を配列した架台上で組立て溶接を行って一体化し、
ジャッキによりその内槽底板を少し上昇させて、架台を
構成する盤木を一段ずつ外しながら内槽底板を徐々に降
下させていく工法である。この工法では、内槽底板の下
部に作業員が入って盤木の架台とジャッキを解体して取
り除く。
Another conventional construction method for lowering the inner tank bottom plate on the bottom cold insulation layer is a construction method using a jack or the like although not shown. In this construction method, a jack and a board stand etc. are placed at appropriate places on the bottom cold insulation layer, and they are assembled and welded on the stand where the inner tank bottom plate is arranged, and integrated.
This is a method in which the inner tank bottom plate is slightly raised by a jack, and the inner tank bottom plate is gradually lowered while removing the blocks that make up the rack one by one. In this method, a worker enters the lower part of the bottom plate of the inner tank and disassembles and removes the stand and jack of the plank.

【0006】[0006]

【発明が解決しようとする課題】図6に示した従来例の
施工法は、側板の上部や屋根等の高い所に取付けた吊り
支持部123にワイヤ122を懸けて、重く、かつたわ
んで変形し易い薄い平板の内槽底板106を吊るため
に、次の問題点があった。広い薄板の内槽底板106
を、たわみによる変形が生じないように、またワイヤ1
22に偏荷重がかからないように、ワイヤ122で平均
に吊るために、多くの補強材121を格子状やリング状
に均等に内槽底板106上に取付けなければならず、そ
の補強材121に用いる多くの仮設材料と仮設治具を必
要とし、更にその取付け取外しの作業が繁雑であった。
また、補強材121を取付けた治具跡の修復処理及び検
査等が多く、作業工数と工賃が多くかかった。また、高
い位置から吊った長い多数のワイヤ122を平均に操作
駆動し、内槽底板を水平維持して昇降するのが難しかっ
た。また吊り支持部123は、高い位置に設けるため、
その設置に危険な高所作業が生じた。さらにまた、吊り
支持部123を取付ける側板もしくは屋根を形成した後
でないと吊り支持部123を取付けて内槽底板106を
吊る作業ができないために、内槽底板106を昇降させ
る工程上の制約が生じ、結果として全体の工程が多くか
かる等の問題があった。
According to the conventional construction method shown in FIG. 6, the wire 122 is hung on the suspension supporting portion 123 attached to the upper part of the side plate or a high place such as the roof, and is deformed by being heavy and bending. In order to suspend the inner flat plate 106, which is a thin flat plate that is easy to perform, there were the following problems. Wide thin inner tank bottom plate 106
The wire 1 so that it is not deformed by bending.
In order to suspend the wire 22 evenly so that an unbalanced load is not applied to 22, a large number of reinforcing members 121 must be evenly mounted on the inner tank bottom plate 106 in a lattice shape or a ring shape. Many temporary materials and temporary jigs were required, and the work of attaching and removing them was complicated.
Further, there are many repair processes and inspections of the marks of the jig to which the reinforcing member 121 is attached, which requires a lot of man-hours and labor. In addition, it was difficult to operate and drive a large number of long wires 122 hung from a high position on average to keep the inner tank bottom plate horizontal and move up and down. Moreover, since the suspension support portion 123 is provided at a high position,
Dangerous high-place work occurred in its installation. Furthermore, since the work of suspending the inner tank bottom plate 106 by attaching the suspending support portion 123 cannot be performed unless the side plate or the roof for mounting the suspending support part 123 is formed, there is a restriction in the process of raising and lowering the inner tank bottom plate 106. As a result, there is a problem that many steps are required for the whole process.

【0007】また、従来例のジャッキ等を使用した施工
法は、内槽底板の下部で作業をするために、次の問題点
があった。内槽底板下部の狭く暗い空間に作業員が入
り、内槽底板をジャッキで支えて架台の盤木等を一つず
つ手作業で解体して取出し、ジャッキで内槽底板を降下
させていくので、大変作業性が悪く危険であった。ま
た、内槽底板が傾斜移動しやすいために、変形を生じな
いように降下させる作業が難しく、また作業能率も良く
なかった。
Further, the conventional construction method using a jack or the like has the following problems because the work is performed under the inner tank bottom plate. Workers enter the narrow and dark space below the inner tank bottom plate, support the inner tank bottom plate with a jack, manually dismantle and remove the boards of the rack one by one, and lower the inner tank bottom plate with the jack. The workability was very poor and dangerous. In addition, since the bottom plate of the inner tank is likely to tilt, it is difficult to lower the inner tank so as not to deform it, and the work efficiency is not good.

【0008】この発明は、上述の課題に鑑みてなされた
もので、安全に効率良く、かつ経済的に、架台上で組立
て溶接した内槽底板を底部保冷層上に降下して載置する
ことのできる二重殻貯槽内槽底板の施工法とその昇降装
置を提供するものである。
The present invention has been made in view of the above-mentioned problems, and it is possible to safely and efficiently and economically lower and place the inner tank bottom plate assembled and welded on the pedestal on the bottom cold insulation layer. (EN) A method for constructing a bottom plate in a double-shell storage tank and a lifting device for the same.

【0009】[0009]

【課題を解決するための手段】請求項1に係る発明の
重殻貯槽内槽底板の昇降施工法は、二重殻貯槽の底部保
冷層上に配置した架台上で内槽底板の溶接を行い、該架
台を撤去し内槽底板を昇降装置によって降下させて底部
保冷層上に載置する二重殻貯槽内槽底板の施工法におい
て、前記架台上の内槽底板に貫通口を設け、該貫通口
内槽底板の支承部材となるポーストを貫通させて底部保
冷層上に着脱自在に取付け、該ポーストに係合させて内
槽底板上部に設置した昇降機によって内槽底板を降下さ
せ、内槽底板を底部保冷層上に載置後、該ポーストを含
む昇降装置を撤去し、しかる後、前記貫通口を閉塞する
ものである。
According to a first aspect of the present invention, there is provided a method for raising and lowering a bottom plate of an inner shell of a double shell storage tank, in which welding of the bottom plate of the inner shell is carried out on a pedestal arranged on a bottom cold insulation layer of the double shell storage tank. In the construction method of the double shell storage tank inner tank bottom plate which is carried out, the inner tank bottom plate is lowered by the lifting device and placed on the bottom cold insulation layer, a through hole is provided in the inner tank bottom plate on the frame , in the through-hole
The post that serves as a support member for the bottom plate of the inner tank penetrates through and is removably mounted on the bottom cold insulation layer , and the post is engaged to engage the inside.
The inner tank bottom plate is lowered by an elevator installed above the tank bottom plate , the inner tank bottom plate is placed on the bottom cold insulation layer, and then the lifting device including the post is removed, and then the through hole is closed. .

【0010】また、請求項2に係る発明の二重殻貯槽内
槽底板の施工法は、上記貫通口の直下の底部保冷層上
に、上記ポーストを保持するために貫通口よりも大きい
寸法のベースプレートを設置し、上記ポーストに係合す
る昇降機によって内槽底板を降下させて底部保冷層上に
載置後、該ポーストを含む昇降装置を撤去した後に、上
記ベースプレート上面に位置する貫通口に差込板を挿入
し、上記ベースプレートを溶接用の裏当金に使用し、上
記差込板の外周縁と内槽底板を突合せ溶接して閉塞する
ものである。
Further, in the double shell storage tank of the invention according to claim 2
The construction method of the tank bottom plate is larger than the through-hole to hold the above-mentioned post on the bottom cold insulation layer just below the through-hole.
Install a base plate of dimensions and engage the above post
The bottom plate of the inner tank is lowered by an elevator that moves to the bottom cold insulation layer.
After placing, after removing the lifting device including the post,
Insert the insertion plate into the through hole located on the upper surface of the base plate.
Then, use the above base plate for the backing metal for welding , and
The outer peripheral edge of the insert plate and the inner tank bottom plate are butt-welded and closed.

【0011】また、請求項3に係る発明の昇降装置は、
二重殻貯槽の内槽底板の貫通口を貫通し内槽底板の支承
部材となるように、底部保冷層上に取付け取外し自在に
直立させて設けたポーストと、内槽底板を降下させるよ
うに内槽底板上部に設置した昇降機と、該昇降機と前記
ポーストを係合するように前記ポーストに設けた係合部
とで上記請求項1又は2記載の二重殻貯槽内槽底板の施
工法に用いる昇降装置を形成するものである。
The lifting device of the invention according to claim 3 is
Bearing in tank bottom plate through the through hole of the inner tub bottom plate of the double-shelled reservoir
As a member, it can be attached and removed freely on the bottom cold insulation layer
And Posuto provided with upright, and elevator installed in the inner tank bottom plate top so as to lower the inner tank bottom plate, the claim by the engaging portion provided on the Posuto to engage said with the elevator Posuto The bottom plate of the double shell storage tank according to 1 or 2 is applied.
The lifting device used in the construction method is formed.

【0012】[0012]

【作用】この発明に係る二重殻貯槽内槽底板の施工法
は、内槽底板を架台上で配列して組立て、溶接を行った
後、内槽底板の適所に適数設置した昇降装置によって、
内槽底板を底部保冷層上に降下させる。
The method for constructing the inner shell bottom plate of the double shell storage tank according to the present invention is such that the inner shell bottom plate is arranged and assembled on a frame and welded, and then an appropriate number of lifting devices are installed at appropriate places on the inner shell bottom plate. ,
Lower the inner tank bottom plate onto the bottom cold insulation layer .

【0013】また、この昇降装置は、内槽底板の複数箇
所に所定間隔をおいて穿設した貫通口を貫通し、底部保
冷層上に取付け取外し自在に設けたポーストと、内槽底
板を降下させるように内槽底板上部に設置した昇降機
と、該昇降機と前記ポーストを係合するように前記ポー
ストに設けた係合部とからなるもので、係合部を介して
内槽底板の荷重をポーストで支えながら、昇降の駆動
で、内槽底板を上昇下降することができる。また、各ポ
ーストは内槽底板の上部から各貫通口を通して簡単に取
付け、取外し撤去ができる。この昇降装置を使用して内
槽底板を支え、架台から少し上昇させて下部の架台を撤
去し、その後内槽底板を徐々に降下させて底部保冷層の
上に載置する。昇降装置のポーストは貫通口の上部から
取出し撤去する。また、内槽底板の貫通口は、上部から
閉塞する。
Further, the lifting device descends the bottom of the inner tank by penetrating through the through-holes formed at a plurality of positions on the bottom of the inner tank at a predetermined interval so as to be attached and detached on the bottom cool layer. An elevator installed above the bottom plate of the inner tank , and an engaging portion provided on the post so as to engage the elevator with the post, so that the load of the inner tank bottom plate is applied through the engaging portion. while supporting Posuto, by driving the elevator, the inner tank bottom plate can be raised downward. Also, each post can be easily attached, removed and removed from the top of the inner tank bottom plate through each through hole. Using this elevating device, the bottom plate of the inner tank is supported, and the bottom plate of the inner tank is removed by slightly raising it from the rack, and then the bottom plate of the inner tank is gradually lowered and placed on the bottom cold insulation layer. The post of the lifting device is removed from the upper part of the through hole. Further, the through hole of the inner tank bottom plate is closed from the upper part.

【0014】また、上記貫通口の直下の底部保冷層上に
設置したベースプレートは、各ポーストにかかる荷重を
広い面積で受けるので、底部保冷層に無理な局部荷重を
与えることがなく、各ポーストで支持された内槽底板の
荷重は平均に分散する。そして、ポーストを含む昇降装
置を撤去した後、内槽底板に設けた貫通口は、貫通口
差込板を挿入し、その直下つまり昇降装置の各ポースト
下端に設置したポースト保持用の、貫通口よりも大きい
寸法のベースプレートを溶接用の裏当金に使用して、上
記差込板の外周縁と内槽底板を上面から片側突合せ完全
溶け込み溶接によって閉塞する。
On the bottom cold insulation layer immediately below the through hole,
Since the installed base plate receives a load applied to each post over a wide area, an unreasonable local load is not applied to the bottom cold insulation layer, and the load of the inner tank bottom plate supported by each post is evenly distributed. Then, after removing the lifting device including a Posuto, through holes provided in the inner tank bottom plate, the through hole
Larger than the through hole for inserting the insertion plate and holding it immediately below it, that is , at the bottom of each post of the lifting device.
Use the base plate of the dimensions on the back losses for the welding, above
The outer peripheral edge of the insertion plate and the bottom plate of the inner tank are butt-closed from the upper surface by one-side butt full penetration welding.

【0015】[0015]

【実施例】この発明の実施例を図面に従って説明する。
図1は、この発明に係る二重殻貯槽内槽底板の施工法を
示す断面説明図、図2は、図1の施工法に使用する昇降
装置を示す一部を欠除した拡大断面説明図である。図1
に示すように、貯槽基礎上に外槽1を設け、その内部
に、液化天然ガス(LNG)等を貯蔵する密封構造の内
槽5を構築する。内槽5は、外槽底板2上の底部保冷層
3、その上部の外周リング状の内槽アニュラー板及び円
形平板の内槽底板、筒体状の内槽側板、及び内槽側板上
部を被覆する内槽屋根よりなる。なお、内槽底板6は、
前記した従来例の施工法と同様に、底部保冷層3の上の
適所に適数配置した架台4上で構築する。
Embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a cross-sectional explanatory view showing a construction method of a bottom plate of a double-shell storage tank according to the present invention, and FIG. 2 is an enlarged cross-sectional explanatory view showing a lifting device used in the construction method of FIG. Is. Figure 1
As shown in (1), the outer tank 1 is provided on the storage tank foundation, and the inner tank 5 having a sealed structure for storing liquefied natural gas (LNG) and the like is built therein. The inner tank 5 covers the bottom cold insulation layer 3 on the outer tank bottom plate 2, the outer ring ring-shaped inner tank annular plate and the circular inner plate inner tank bottom plate, the cylindrical inner tank side plate, and the inner tank side plate upper portion. It consists of an inner tank roof. The inner tank bottom plate 6 is
Similar to the construction method of the conventional example described above, the construction is performed on the gantry 4 arranged in an appropriate number above the bottom cold insulation layer 3.

【0016】この発明に係る内槽底板6の施工法は、図
1及び図2に示すように、内槽底板6の適所、つまり内
槽底板6が自荷重でたわまない程度の間隔をおいて複数
の貫通口7を設け、この貫通口7を貫通し内槽底板6の
支承部材となるポースト9を底部保冷層3上に着脱自在
に取付け、該ポースト9に係合させて内槽底板6を昇降
させる昇降装置11を取り付ける。この昇降装置11
は、貫通口7の直下の底部保冷層3上に設けたベースプ
レート8の上部に直立するポースト9と、その上部の内
槽底板6上に設置した昇降機10と、その昇降機10と
前記ポースト9を係合するように前記ポースト9に設け
た係合部14とから形成する。なお、昇降機10は必ず
しも内槽底板6上に設置する必要はなく、後述する図4
(B)のような設置法であってもよい。
As shown in FIG. 1 and FIG. 2, the construction method of the inner tank bottom plate 6 according to the present invention has an appropriate position of the inner tank bottom plate 6, that is, an interval such that the inner tank bottom plate 6 is not bent by its own load. A plurality of through holes 7 are provided in advance, and a post 9 that penetrates through the through holes 7 and serves as a support member for the inner tank bottom plate 6 is detachably attached to the bottom cold insulation layer 3 and engages with the post 9 to form an inner tank. A lifting device 11 for lifting the bottom plate 6 is attached. This lifting device 11
Is a post 9 standing upright on a base plate 8 provided on the bottom cold insulation layer 3 immediately below the through-hole 7, an elevator 10 installed on the inner tank bottom plate 6 above it, and the elevator 10 and the post 9. It is formed from the engaging portion 14 provided on the post 9 so as to be engaged. The elevator 10 does not necessarily have to be installed on the inner tank bottom plate 6, and will be described later with reference to FIG.
The installation method as shown in (B) may be used.

【0017】この発明に係る施工法と昇降装置11の実
施例を、図2に基づいてさらに詳述する。図中、2は外
槽底板、3は底部保冷層、4は内槽底板6組立て用の架
台である。底部保冷層3上に、所定数の架台4を配置し
て、この架台4上に内槽底板6を配置し上下両面から溶
接及び検査を行う。内槽底板6に設けた貫通口7に昇降
装置11のポースト9を貫通させ、該ポースト9の下端
を、対応する各ベースプレート8上に保持するように設
置する。この貫通口7の直下に設けるベースプレート8
は、貫通口7を閉塞する時の溶接用裏当金16とするた
め、貫通口7を下部から塞ぐように貫通口7よりやや大
きい寸法の平板で形成し、その上面が底部保冷層3の上
面と均一になるように埋設し形成する。また、ベースプ
レート8は、広い大きな寸法に形成することにより、各
ポースト9にかかる荷重を分散支持し、対応する底部保
冷層3にかかる局所的荷重を極力避け、底部保冷層3の
陥没や損傷等を防止することができるが、溶接用の裏当
てに重点を置いた場合には、図示省略したが、内部を開
口したリング状の平板で形成した裏当金16であっても
良い。
An embodiment of the construction method and lifting device 11 according to the present invention will be described in more detail with reference to FIG. In the figure, 2 is an outer tank bottom plate, 3 is a bottom heat insulation layer, and 4 is a mount for assembling the inner tank bottom plate 6. A predetermined number of mounts 4 are arranged on the bottom cold insulation layer 3, and an inner tank bottom plate 6 is arranged on this mount 4 to perform welding and inspection from both upper and lower sides. The post 9 of the lifting device 11 is penetrated through the through hole 7 provided in the inner tank bottom plate 6, and the lower end of the post 9 is installed so as to be held on each corresponding base plate 8. Base plate 8 provided directly under the through hole 7
Is a backing metal 16 for welding when the through hole 7 is closed, so that the through hole 7 is formed from a flat plate having a size slightly larger than that of the through hole 7 so that the through hole 7 is closed from the bottom, and the upper surface of the bottom cold insulating layer 3 is formed. It is buried and formed so as to be even with the upper surface. In addition, the base plate 8 is formed in a wide and large size to dispersively support the load applied to each post 9 and to avoid the local load applied to the corresponding bottom cold insulation layer 3 as much as possible, and the bottom cold insulation layer 3 may be depressed or damaged. Although it is not shown in the drawings when the emphasis is placed on the backing for welding, the backing metal 16 formed by a ring-shaped flat plate having an opening inside may be used.

【0018】図2に示した昇降装置11の昇降機10A
は、ガイドローラ12とワイヤ13と巻取機15で形成
した事例を示す。内槽底板6上に巻取機15を取り付
け、ポースト9上端の係合部14にガイドローラ12を
固着し、一端を内槽底板6上部に固定したワイヤ13
を、前記係合部14のガイドローラ12に係合して巻取
機15に巻き付けて形成する。この巻取機15を稼働し
ベースプレート8とポースト9で内槽底板6の荷重を支
持して、内槽底板6を昇降させる。
The elevator 10A of the elevator 11 shown in FIG.
Shows an example formed by the guide roller 12, the wire 13, and the winder 15. A winder 15 is attached on the inner tank bottom plate 6, a guide roller 12 is fixed to the engaging portion 14 at the upper end of the post 9 and one end of the wire 13 is fixed to the upper part of the inner tank bottom plate 6.
Is engaged with the guide roller 12 of the engaging portion 14 and wound around the winder 15. The winder 15 is operated to support the load of the inner tank bottom plate 6 by the base plate 8 and the post 9 to raise and lower the inner tank bottom plate 6.

【0019】まず、内槽底板6の組み立て溶接と検査を
終了後、巻取機15を稼働しワイヤ13を巻き上げて内
槽底板6を架台4から僅かに上昇させて下部の架台4を
撤去する。次に、巻取機15を稼働しワイヤ13を徐々
に戻して全体を平均に降下させる。このように、ワイヤ
13を巻き上げる巻取機15を使用した昇降機10A
は、複数のワイヤ13をまとめて巻き上げるように巻取
機15を設置して、集中操作と管理を行うこともでき
る。内槽底板6が底部保冷層3に載置されれた後、ポー
スト9及び昇降機10Aを内槽底板6の上部から撤去し
て貫通口7を閉塞する。
First, after the assembly welding and inspection of the inner tank bottom plate 6 are completed, the winder 15 is operated to wind up the wire 13 to slightly raise the inner tank bottom plate 6 from the pedestal 4 and remove the lower pedestal 4. . Next, the winder 15 is operated and the wire 13 is gradually returned to lower the entire wire to an average. Thus, the elevator 10A using the winder 15 for winding the wire 13
Alternatively, a winding machine 15 may be installed so as to wind up a plurality of wires 13 in a lump to perform centralized operation and management. After the inner tank bottom plate 6 is placed on the bottom cold insulating layer 3, the post 9 and the elevator 10A are removed from the upper portion of the inner tank bottom plate 6 to close the through hole 7.

【0020】図3は、この発明に係る昇降装置の第2の
実施例を示す一部を欠除した断面説明図である。この昇
降装置11は、ベースプレート8上に立設したポースト
9の係合部14に平行歯車のラック18を設け、このラ
ック18に係合する円形歯車のピニオン19と、このピ
ニオン19を回転させる駆動装置20とからなる昇降機
10Bを内槽底板6の上部に設けたものである。このラ
ック18とピニオン19と駆動装置20とからなる昇降
装置10Bは、歯車の噛み合わせで回転運動を平行運動
に変えて、内槽底板6を水平に維持するように制御操作
して昇降させることができる。
FIG. 3 is a partially cutaway cross sectional view showing a second embodiment of the lifting device according to the present invention. The lifting device 11 is provided with a parallel gear rack 18 on an engaging portion 14 of a post 9 standing on the base plate 8, a circular gear pinion 19 that engages with the rack 18, and a drive for rotating the pinion 19. An elevator 10B including the device 20 is provided on the upper portion of the inner tank bottom plate 6. The elevating device 10B including the rack 18, the pinion 19 and the drive device 20 changes the rotational movement into parallel movement by meshing the gears, and controls and raises and lowers the inner tank bottom plate 6 horizontally. You can

【0021】図4(A),(B)は、この発明に係る昇
降装置の第3の実施例を示す一部を欠除した断面説明図
である。図4(A)に示す昇降装置11は、ベースプレ
ート8上に立設したポースト9上で内槽底板6の上部に
位置するようにジャッキ21よりなる昇降機10Cを設
けるとともに、このジャッキ21の係合部14に係合す
る吊りアーム22を内槽底板6の上部に設けたものであ
る。この場合、ジャッキ21は内槽底板6上に設けてい
るので、操作及び管理が上方から容易にできるととも
に、貫通口7の寸法も小さくできる。図4(B)に示す
昇降装置11は、ベースプレート8上に直接ジャッキ2
3よりなる昇降機10Dを設置し、この上部にポースト
9を設けるとともに、このポースト9の係合部14に係
合する支持アーム24を内槽底板6の上部に設けた変化
形態例である。この場合、ジャッキ23は最下部に設け
ているので、重い荷重がかかる場合に安定性がよい。な
お、この変化形態例の場合には、内槽底板6の下降の際
にジャッキ23が当たらないように、かつ、ジャッキ2
3を内槽底板6の上方から撤去できるように、貫通口7
の寸法は、ジャッキ23の外周寸法よりも大きく形成し
ておく必要がある
FIGS. 4 (A) and 4 (B) are sectional explanatory views showing a third embodiment of the lifting device according to the present invention with a part omitted. The elevator device 11 shown in FIG. 4 (A) is provided with an elevator 10C composed of a jack 21 so as to be positioned above the inner tank bottom plate 6 on the post 9 standing on the base plate 8 and the engagement of the jack 21. A suspension arm 22 that engages with the portion 14 is provided on the upper portion of the inner tank bottom plate 6. In this case, since the jack 21 is provided on the inner tank bottom plate 6, the operation and management can be easily performed from above, and the size of the through hole 7 can be reduced. The lifting device 11 shown in FIG. 4 (B) is provided with the jack 2 directly on the base plate 8.
The elevator 10D made of 3 assembled and provided with providing Posuto 9 in the upper, the support arm 24 that engages with the engaging portion 14 of the Posuto 9 on top of the inner tank bottom plate 6 changes
It is a form example . In this case, since the jack 23 is provided at the lowermost portion, the stability is good when a heavy load is applied. In the case of this modified example , the jack 23 is prevented from hitting when the inner tank bottom plate 6 is lowered, and the jack 2 is
3 can be removed from above the inner tank bottom plate 6 through hole 7
Must be formed larger than the outer peripheral dimension of the jack 23.

【0022】図5は、内槽底板に設けた貫通口を閉塞し
た状態を示す断面説明図である。前記した昇降装置11
を用いて、内槽底板6を底部保冷層3上に降下させて載
置した後、ポースト9及び昇降機10を内槽底板6の上
部から撤去して貫通口7を閉塞する。この場合、ベース
プレート8はそのまま内槽底板6の下部の底部保冷層3
上に残して、このベースプレート8を溶接用の裏当金1
6に使用し、貫通口7に溶接接合分だけ寸法を小さく形
成した差込板17を挿入してその外周縁と内槽底板6
を、入念に溶接接合する。この貫通口7は、ベースプレ
ート8を溶接用裏当金16として差込板17を突合せ溶
接するために、内槽底板6に必要な強度及び気密性・液
密性の性能を充分に確保できる。なお、ベースプレート
8は、図に示すように底部保冷層3に埋設して形成すれ
ば、内槽底板6の降下後に周囲に底部保冷効果を減ずる
隙間が生じることがなく、また、内槽底板6と差込板1
7の上面は平坦に接続されて、強度上、外観上に優れた
内槽底板6が得られる。なお、ベースプレート8を埋設
することなくそのまま底部保冷層3上に載置した場合に
は、位置決めや取付け等の施工が容易となる利点を有す
る。
FIG. 5 is a cross-sectional explanatory view showing a state in which the through hole provided in the inner tank bottom plate is closed. Lifting device 11 described above
After the inner tank bottom plate 6 is lowered and placed on the bottom cold insulating layer 3 by using, the post 9 and the elevator 10 are removed from the upper portion of the inner tank bottom plate 6 to close the through hole 7. In this case, the base plate 8 is as it is, the bottom cold insulation layer 3 below the inner tank bottom plate 6.
Keep this base plate 8 on the back metal 1 for welding.
6, the insertion plate 17 is formed in the through hole 7 and has a size reduced by the amount of the welded joint, and the outer peripheral edge and the inner tank bottom plate 6 are inserted.
Are carefully welded together. The through hole 7 can sufficiently secure the strength and the airtightness / liquid tightness required for the inner tank bottom plate 6 in order to butt-weld the insertion plate 17 with the base plate 8 as the backing metal 16 for welding. If the base plate 8 is formed by being embedded in the bottom cold insulation layer 3 as shown in the figure, there is no space around the inner tank bottom plate 6 after the descent of the inner tank bottom plate 6 to reduce the bottom cold insulation effect. And insert plate 1
The upper surface of 7 is flatly connected to obtain the inner tank bottom plate 6 excellent in strength and appearance. In addition, when the base plate 8 is directly placed on the bottom cold insulation layer 3 without being buried, there is an advantage that construction such as positioning and mounting becomes easy.

【0023】なお、本例では、架台4を撤去するとき
に、内槽底板6を昇降装置11等によって、一度上昇さ
せて架台4を撤去してから降下させる場合について説明
したが、架台4自体が折畳み可能な場合等にあっては、
内槽底板6を上昇させることなく、直接降下させるよう
にしてもよい。この場合には、昇降装置11等は、単に
降下させるだけでよいために、自荷重を利用した簡単な
降下機構のみを有するものにすることができる。
In this example, when the gantry 4 is removed, the case where the inner tank bottom plate 6 is lifted once by the lifting device 11 and the gantry 4 is removed and then lowered is described. If the can be folded, etc.,
The inner tank bottom plate 6 may be directly lowered without being raised. In this case, since the lifting device 11 and the like need only be lowered, it is possible to use only a simple lowering mechanism that utilizes its own load.

【0024】[0024]

【発明の効果】請求項1に係る発明の二重殻貯槽内槽底
板の施工法は、上述のように、架台上の内槽底板に貫通
口を設け、該貫通口に内槽底板の支承部材となるポース
トを貫通させて底部保冷層上に着脱自在に取付け、該ポ
ーストに係合させて内槽底板上部に設置した昇降機によ
って内槽底板を降下させ、内槽底板を底部保冷層上に載
置後、該ポーストを含む昇降装置を撤去し、しかる後、
前記貫通口を閉塞するので、ポーストで内槽底板の荷重
を確りと支えながら、昇降機の駆動で垂直に安定して内
槽底板を上昇降下させることができる。また、上記ポー
ストは内槽底板の上部から貫通口を通して、取付け設置
及び取外し撤去を簡単かつ短時間に行なうことができ
る。さらに、貫通口を通してポーストを設け、かつ昇降
機を内槽底板の上部に設置したことにより、貫通口はポ
ーストを通す最小寸法となるため、貫通口の開孔及び修
復は簡単容易で一層施工性良く経済性が向上する。そし
て、上記施工法は、従来のワイヤ吊りの施工法に比べ
て、内槽底板の補強材が少なく、また高い所から吊る高
所作業もなく、効率良く安全かつ経済的に内槽底板を降
下させて設置できる。また、内外槽いずれかの側板の上
部や屋根等からワイヤで吊らないため、これらの施工時
期に制約されることなく、独自に作業を進めることがで
きるので、それらの工程に影響を受けたり遅れを生じる
ことがなく、結果として全体工程を短縮することができ
る。また、従来のジャッキや盤木の架台を使用する施工
法に比べて、内槽底板下部の狭い空間に作業員が入って
繁雑で危険な作業をすることがなく、効率良く安全に施
工できる。
[Effect of the invention] The bottom of the double shell storage tank according to the invention of claim 1
As mentioned above, the plate construction method is to penetrate the inner tank bottom plate on the frame.
The mouth is provided, removably attached to the inner tank bottom plate of the support member to become Porth <br/> preparative by penetrating the bottom cold layer in the through hole,該Po
By an elevator installed above the inner tank bottom plate by engaging the
Then lower the inner tank bottom plate, after placing the inner tank bottom plate on the bottom cold insulation layer, remove the lifting device including the post, and then,
Since the through hole is closed, the load on the bottom plate of the inner tank is
While supporting the
The bottom plate of the tank can be raised and lowered. In addition,
Install the strike from the top of the bottom plate of the inner tank through the through hole
And removal and removal can be performed easily and in a short time.
It In addition, a post is provided through the through hole, and it also moves up and down.
By installing the machine above the bottom plate of the inner tank,
Since the minimum size for passing through
Restoration is simple and easy, and workability is improved and economic efficiency is improved. That
Compared with the conventional wire suspension construction method, the above construction method has less reinforcement material for the inner tank bottom plate, and there is no work in high places to hang it from a high place, so that the inner tank bottom plate can be lowered efficiently, safely and economically. It can be installed. In addition, since it is not hung from the upper part of the side plate of either the inner or outer tanks or the roof with wires, it is possible to carry out the work independently without being restricted by the construction time of these, so the process is affected or delayed. Is not generated, and as a result, the whole process can be shortened. Further, as compared with the conventional construction method using a jack or a board frame, it is possible to perform construction efficiently and safely without a worker entering a narrow space below the inner tank bottom plate to perform complicated and dangerous work.

【0025】請求項2に係る発明の二重殻貯槽内槽底板
の施工法は、請求項1記載の二重殻貯槽内槽底板の施工
法における内槽底板の貫通口の直下の底部保冷層上に、
上記ポーストを保持するために貫通口よりも大きい寸法
のベースプレートを設置し、上記ポーストに係合する昇
降機によって内槽底板を降下させて底部保冷層上に載置
後、該ポーストを含む昇降装置を撤去した後に、上記ベ
ースプレート上面に位置する貫通口に差込板を挿入し、
上記ベースプレートを溶接用の裏当金に使用し、上記差
込板の外周縁と内槽底板を突合せ溶接して閉塞するの
で、内槽底板昇降時に各ポーストにかかる内槽底板の荷
重は、ポースト下端に設置したポースト保持用の、貫通
口よりも大きい寸法のベースプレートによって、ポース
トにかかる荷重を広い面積で受け、底部保冷層に無理な
局部荷重を与えることがなく、平均に分散させて下部の
底部保冷層等を損傷しないように支持することができ
る。また、上記貫通口は挿入した差込板によって平坦に
塞がれ、この差込板の外周縁は上記ベースプレートを溶
接用の裏当金に使用して、上面から片側突合せ完全溶け
込みの良質な溶接によって、内槽底板に必要な強度及び
気密性・液密性の性能を充分に確保することができる。
そして、貫通口を閉塞した内槽底板と差込板の上面は平
坦に接続されて、強度上、外観上に優れた内槽底板が得
られる。
A double-shell storage tank inner bottom plate of the invention according to claim 2
The construction method of is the construction of the bottom plate of the double shell storage tank according to claim 1.
On the bottom cold insulation layer just below the through hole of the inner tank bottom plate in the method ,
Larger size than the through-hole to hold the above-mentioned post
The base plate is installed, the temperature to be engaged with the Posuto
The bottom plate of the inner tank is lowered by a descending machine and placed on the bottom cold insulation layer.
After removing the lifting device including the post,
Insert the insertion plate into the through hole located on the upper surface of the base plate,
Use backing metal for welding the base plate, the difference
Since the outer peripheral edge of the insert plate and the inner tank bottom plate are butt-welded and closed, the load of the inner tank bottom plate that is applied to each post when moving up and down the inner tank bottom plate is
With a base plate that is larger than the mouth , it poses
Receives a load on a large area, which makes it impossible for the cold insulation layer at the bottom.
Without applying a local load, it can be dispersed evenly and supported to prevent damage to the bottom cold insulation layer etc.
It In addition, the through hole is flattened by the inserted plate.
Blocked, and the outer peripheral edge of this insertion plate melts the above base plate.
It is used as a backing metal for contacting, and one side is completely melted from the top.
With the high quality welding, it is possible to sufficiently secure the strength and the airtightness / liquidtightness required for the inner tank bottom plate.
Then, the inner tank bottom plate with the through-hole closed and the upper surface of the insertion plate are flat.
Connected to the carrier to obtain an inner tank bottom plate with excellent strength and appearance.
To be

【0026】請求項3に係る発明の昇降装置は、二重殻
貯槽の内槽底板の貫通口を貫通し内槽底板の支承部材と
なるように、底部保冷層上に取付け取外し自在に直立さ
せて設けたポーストと、内槽底板を降下させるように
槽底板上部に設置した昇降機と、該昇降機と前記ポース
トを係合するように前記ポーストに設けた係合部とで
記請求項1又は2記載の二重殻貯槽内槽底板の施工法に
用いる昇降装置を形成したので、ポースト及び昇降
取付け設置及び取外し撤去は、貫通口を通して内槽底板
上部で簡単かつ容易にできるため、この昇降装置を使用
して作業性良く、安全に内槽底板を底部保冷層上に載置
することができる。
The lifting device of the invention according to claim 3 is a double shell
A support member for the inner tank bottom plate that penetrates through the through hole of the inner tank bottom plate of the storage tank.
Mounted on the bottom cold insulation layer so that it can be removed and installed upright.
Allowed inside so as to drop and Posuto provided, the inner tank bottom plate
Upper and elevator installed in the tank bottom plate top, the engaging portion provided on the Posuto to engage said with the elevator Posuto in
In the construction method of the bottom plate in the double shell storage tank according to claim 1 or 2,
Since the formation of the lifting device to be used, mounted installation and removal removal of Posuto and elevator, because made of the inner tank bottom plate upper simply and easily through the through port, using the lifting device
Thus , the inner tank bottom plate can be safely placed on the bottom cold insulation layer with good workability .

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

【図1】 この発明に係る二重殻貯槽内槽底板の施工法
を示す断面説明図である。
FIG. 1 is an explanatory cross-sectional view showing a method of constructing a bottom plate in a double-shell storage tank according to the present invention.

【図2】 図1に示す施工法に使用する昇降装置の設置
状態を示す一部を欠除した拡大断面説明図である。
FIG. 2 is an enlarged cross-sectional explanatory view showing a state in which a lifting device used in the construction method shown in FIG. 1 is installed.

【図3】 この発明に係る昇降装置の第2の実施例を示
す一部を欠除した断面説明図である。
FIG. 3 is a partially cutaway cross-sectional explanatory view showing a second embodiment of an elevating device according to the present invention.

【図4】 図の(A),(B)は、この発明に係る昇降
装置の第3及び第4の実施例を示す一部を欠除した断面
説明図である。
FIGS. 4A and 4B are cross-sectional explanatory views with a part omitted showing the third and fourth embodiments of the lifting device according to the present invention.

【図5】 内槽底板に設けた貫通口を閉塞した状態を示
す一部を欠除した断面説明図である。
FIG. 5 is an explanatory cross-sectional view with a part cut away showing a state in which a through hole provided in the bottom plate of the inner tank is closed.

【図6】 従来の二重殻貯槽内槽底板の施工法を示す断
面説明図である。
FIG. 6 is a cross-sectional explanatory view showing a construction method of a conventional tank bottom plate in a double-shell storage tank.

【符号の説明】[Explanation of symbols]

1,101・・・外槽 2,102・・・外槽底板 3,103・・・底部保冷層 4,104・・・架台 5,105・・・内槽 6,106・・・内槽底板 121・・・補強材 122・・・ワイヤ 123・・・支持部 7・・・貫通口 8・・・ベースプレート 9・・・ポースト 10,10A,10B,10C,10D・・・昇降機 11・・・昇降装置 12・・・ガイドローラ 13・・・ワイヤ 14・・・係合部 15・・・巻取機 16・・・裏当金 17・・・差込板 18・・・ラック 19・・・ピニオン 20・・・駆動装置 21・・・ジャッキ 22・・・吊りアーム 23・・・ジャッキ 24・・・支持アーム 1,101 ... Outer tank 2, 102 ... Outer tank bottom plate 3, 103 ... Cooling layer at the bottom 4,104 ... Stand 5,105 ... Inner tank 6,106 ... Inner tank bottom plate 121 ... Reinforcement material 122 ... wire 123 ... Supporting part 7-through hole 8 ... Base plate 9 ... post 10, 10A, 10B, 10C, 10D ... Elevator 11 ... Lifting device 12 ... Guide roller 13 ... Wire 14 ... Engagement part 15 ... Winding machine 16 ... Back deposit 17: Insert plate 18 ... rack 19 ... Pinion 20 ... Drive device 21 ... Jack 22 ... Suspension arm 23 ... Jack 24 ... Support arm

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04H 7/00 - 7/32 F17C 3/04 F17C 13/08 B65D 88/00 - 90/66 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) E04H 7 /00-7/32 F17C 3/04 F17C 13/08 B65D 88/00-90/66

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 二重殻貯槽の底部保冷層上に配置した架
台上で内槽底板の溶接を行い、該架台を撤去し内槽底板
昇降装置によって降下させて底部保冷層上に載置する
二重殻貯槽内槽底板の施工法において、前記架台上の内
槽底板に貫通口を設け、該貫通口に内槽底板の支承部材
となるポーストを貫通させて底部保冷層上に着脱自在に
取付け、該ポーストに係合させて内槽底板上部に設置し
た昇降機によって内槽底板を降下させ、内槽底板を底部
保冷層上に載置後、該ポーストを含む昇降装置を撤去
し、しかる後、前記貫通口を閉塞することを特徴とする
二重殻貯槽内槽底板の施工法。
1. The inner tank bottom plate is welded on a gantry arranged on the bottom cold insulation layer of the double shell storage tank, the pedestal is removed, and the inner tank bottom plate is lowered by an elevating device and placed on the bottom cold insulation layer. in construction methods of the double-shelled reservoir tank bottom plate to a through hole provided in the inner tank bottom plate on said frame, support members of the inner tank bottom plate to the through-hole
It is attached to the bottom cold insulation layer so that it can be detached and attached , and it is installed on the inner tank bottom plate by engaging it.
The double shell characterized by lowering the inner tank bottom plate by means of an elevator, placing the inner tank bottom plate on the bottom cold insulation layer, removing the lifting device including the post, and then closing the through hole. Construction method of the bottom plate in the storage tank.
【請求項2】 上記貫通口の直下の底部保冷層上に、
ポーストを保持するために貫通口よりも大きい寸法の
ベースプレートを設置し、上記ポーストに係合する昇降
機によって内槽底板を降下させて底部保冷層上に載置
後、該ポーストを含む昇降装置を撤去した後に、上記ベ
ースプレート上面に位置する貫通口に差込板を挿入し、
上記ベースプレートを溶接用の裏当金に使用し、上記差
込板の外周縁と内槽底板を突合せ溶接して閉塞すること
を特徴とする請求項1記載の二重殻貯槽内槽底板の施工
法。
Wherein the bottom cold layer immediately below the through-hole, the upper
It has a larger size than the through-hole to hold the post.
Install the base plate and move up and down to engage the above post
The bottom plate of the inner tank is lowered by a machine and placed on the bottom cold insulation layer.
After removing the lifting device including the post,
Insert the insertion plate into the through hole located on the upper surface of the base plate,
Use backing metal for welding the base plate, the difference
The method for constructing an inner tank bottom plate according to claim 1 , wherein the outer peripheral edge of the insert plate and the inner tank bottom plate are butt-welded and closed.
【請求項3】 請求項1又は2記載の二重殻貯槽内槽底
板の施工法に使用する昇降装置は、二重殻貯槽の内槽底
板の貫通口を貫通し底部保冷層上に取付け取外し自在に
設けたポーストと、内槽底板を降下させるように内槽底
板上部に設置した昇降機と、該昇降機と前記ポーストを
係合するように前記ポーストに設けた係合部とで形成し
たことを特徴とする請求項1又は2記載の二重殻貯槽内
槽底板の施工法に使用する昇降装置。
3. The bottom of the double shell storage tank according to claim 1 or 2.
Lifting device for use in construction methods of the plates, the double-shelled and Posuto provided freely attached remove the through hole of the inner tub bottom plate of the reservoir on the penetrating bottom cold layer, inner tank bottom so as to lower the inner tank bottom plate
The bottom plate in the double shell storage tank according to claim 1 or 2 , wherein the bottom plate is formed by an elevator installed on the upper part of the plate and an engaging portion provided on the post so as to engage the elevator with the post. Lifting device used for construction method.
JP13668294A 1994-05-27 1994-05-27 Construction method of tank bottom plate in double shell storage tank and its lifting device Expired - Fee Related JP3516215B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13668294A JP3516215B2 (en) 1994-05-27 1994-05-27 Construction method of tank bottom plate in double shell storage tank and its lifting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13668294A JP3516215B2 (en) 1994-05-27 1994-05-27 Construction method of tank bottom plate in double shell storage tank and its lifting device

Publications (2)

Publication Number Publication Date
JPH07317369A JPH07317369A (en) 1995-12-05
JP3516215B2 true JP3516215B2 (en) 2004-04-05

Family

ID=15181016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13668294A Expired - Fee Related JP3516215B2 (en) 1994-05-27 1994-05-27 Construction method of tank bottom plate in double shell storage tank and its lifting device

Country Status (1)

Country Link
JP (1) JP3516215B2 (en)

Also Published As

Publication number Publication date
JPH07317369A (en) 1995-12-05

Similar Documents

Publication Publication Date Title
JP3516215B2 (en) Construction method of tank bottom plate in double shell storage tank and its lifting device
JP2002047805A (en) Construction method for vertical pipe, and lifting device used therefor
CN210972413U (en) Storage tank structure
JP2884196B2 (en) Construction method of double shell low temperature storage tank
JPH0762924A (en) Construction method for concrete outer tank low-temperature tank
JP3242775B2 (en) Installation method of vertical container
JPS60143299A (en) Lowering method of tank bottom plate
JP2727337B2 (en) Construction method of multi-shell storage tank
JP2718188B2 (en) Building exterior wall mounting method
CN205527386U (en) A detachable electric room for port crane
JP2738254B2 (en) How to bring in the unit room
JP2649032B2 (en) Ceiling construction method
CN218894240U (en) Embedded integrated wall
JP2589455B2 (en) Scaffold assembly method
JP3297196B2 (en) Composite balance and method for loading heavy objects using composite balance
JP3787657B2 (en) Stock platform for beam members for construction
JPS5846989B2 (en) Replacement method for storage tank bottom plate, etc.
JPS6027345B2 (en) Tank bottom plate welding assembly method
JP2019078052A (en) Jack support for tank and construction method of tank
JPH10252261A (en) Scaffold structure and construction method for low temperature tank
JP2000265705A (en) Method for installing bottom plate of double shell tank
JP2817208B2 (en) Construction method of rack steel frame
JPH10194377A (en) Method for construction of double shell tank
JPS60143300A (en) Lowering method of tank bottom plate
CN117416857A (en) Hoisting device for assembled building wall

Legal Events

Date Code Title Description
A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040109

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080130

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090130

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090130

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100130

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110130

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110130

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120130

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120130

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130130

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140130

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees