JPS6151110B2 - - Google Patents

Info

Publication number
JPS6151110B2
JPS6151110B2 JP14258682A JP14258682A JPS6151110B2 JP S6151110 B2 JPS6151110 B2 JP S6151110B2 JP 14258682 A JP14258682 A JP 14258682A JP 14258682 A JP14258682 A JP 14258682A JP S6151110 B2 JPS6151110 B2 JP S6151110B2
Authority
JP
Japan
Prior art keywords
roof
plate
tank
temporary
pedestal
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
JP14258682A
Other languages
Japanese (ja)
Other versions
JPS5934373A (en
Inventor
Tooru Kanda
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 JP14258682A priority Critical patent/JPS5934373A/en
Publication of JPS5934373A publication Critical patent/JPS5934373A/en
Publication of JPS6151110B2 publication Critical patent/JPS6151110B2/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】 この発明は円筒型貯槽の屋根の組立工法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for assembling the roof of a cylindrical storage tank.

従来、円筒型貯槽の屋根の組立工法において
は、例えば図面の第1図乃至第3図に示される様
に、内外槽二重殻構造の円筒型貯槽の外槽底板1
上に先ずセンター支柱5、中間支柱6、端部支柱
7を組み、これら支柱5,6,7の上に図示の様
な内外槽屋根4,4′を組立てる。次に、内槽側
板3に側受台9を設け、仮ラフター8によつて内
外槽屋根4,4′を支え、先に内外槽屋根4,
4′を支えていたセンター支柱5、中間支柱6、
端部支柱7を撤去し、底板11を配列して溶接す
る(第2図)。底板11の溶接が終つたならば底
部外槽底板1上に保冷材を敷設して底部保冷構造
12を形成すると共に、内槽側板3の最上段に取
付けられたナツクルプレート14に平行保持フレ
ーム15を取付け、レベリングワイヤ16をセツ
トすることによつて内外槽屋根4,4′の浮上準
備ができる(第3図)。圧縮空気を利用して内外
槽屋根4,4′を浮上させるために仮ラフター8
に仮屋根を設けると共に仮ラフター8周縁部にシ
ールプレート17(第4図)を設けて内槽側板3
との間の気密を図り、圧縮空気を内外槽屋根4,
4′の下に送入してレベリングワイヤ16により
内外槽屋根4,4′の水平度を保ち且つ安定をは
かりながら内外槽屋根4,4′の浮上を行うもの
である。また、最終取付高さにまで屋根4,4′
を浮上させるために第4図に示される様に内槽側
板3上方に気密処置として仮側板18を設ける場
合もある。
Conventionally, in the method of assembling the roof of a cylindrical storage tank, for example, as shown in FIGS.
First, the center column 5, intermediate column 6, and end column 7 are assembled on top, and the inner and outer tank roofs 4, 4' as shown are assembled on these columns 5, 6, 7. Next, a side support 9 is provided on the inner tank side plate 3, and the inner and outer tank roofs 4, 4' are supported by temporary rafters 8, and the inner and outer tank roofs 4, 4' are first supported.
4′, the center support 5, intermediate support 6,
The end supports 7 are removed, and the bottom plates 11 are arranged and welded (FIG. 2). After welding the bottom plate 11, a cold insulation material is laid on the bottom outer tank bottom plate 1 to form the bottom cold insulation structure 12, and a parallel holding frame is attached to the knuckle plate 14 attached to the top of the inner tank side plate 3. 15 and setting the leveling wires 16, preparations for floating the inner and outer tank roofs 4, 4' can be made (FIG. 3). Temporary rafters 8 are installed to float the inner and outer tank roofs 4 and 4' using compressed air.
A temporary roof is provided on the inner tank side plate 3, and a seal plate 17 (Fig. 4) is provided on the periphery of the temporary rafter 8.
The compressed air is airtight between the inner and outer tank roofs 4,
4', the inner and outer tank roofs 4, 4' are raised by the leveling wire 16 while maintaining the levelness and stability of the inner and outer tank roofs 4, 4'. Also, the roof 4,4' up to the final installation height.
As shown in FIG. 4, a temporary side plate 18 may be provided above the inner tank side plate 3 as an airtight measure in order to float the inner tank side plate 3.

この様な従来の円筒型貯槽の屋根組立工法にお
いては、 1 側受台を内槽側板に溶接することから品質管
理上問題があり、側受台溶接部の検査作業およ
び側受台の解体作業に時間を要すること、 2 屋根組立作業から底板および底部保冷関係の
作業に移るときに受台をセンター、中間および
端部支柱から側受台に移さなければならないこ
と、 3 屋根浮上前に側受台と屋根骨との拘束を解除
するが、このときに屋根に偏心荷重等が作用し
ていた場合にバランスがくずれ易く非常に危険
であること、 4 レベリングワイヤをセツトするために平行保
持フレームの様な器材を特別に用いなければな
らないこと、 等の多くの問題がある。
In this conventional method of assembling the roof of a cylindrical storage tank, there are problems with quality control because the side supports are welded to the inner tank side plate, and inspection work of the welded part of the side supports and disassembly work of the side supports are required. 2. When moving from roof assembly work to bottom plate and bottom cooling-related work, the pedestals must be moved from the center, intermediate and end supports to the side pedestals, 3. Before the roof is raised, the pedestals must be moved to the side pedestals. The restraint between the platform and the roof frame is released, but if an eccentric load is applied to the roof at this time, the balance is likely to be lost and it is very dangerous.4. There are many problems, such as the need to use special equipment.

また、第4図に示される様に、内槽オープント
ツプ式のタンクにおいては、内槽側板3上端部ま
でしか屋根を浮上できず、所定の位置まで屋根を
浮上させるためには内槽側板3上方に気密シール
処置として仮側板18を特別に設ける必要があつ
た。
Furthermore, as shown in Fig. 4, in an open-top inner tank, the roof can only be floated up to the upper end of the inner tank side plate 3, and in order to float the roof to a predetermined position, it is necessary to It was necessary to specially provide a temporary side plate 18 above for airtight sealing.

従つて、この発明の目的はこの様な従来におけ
る問題点を解決するために、アニユラー板上に端
部支柱をたててその上に仮ラフターを設けて屋根
骨受台を構成し、底板中央に設けられたセンター
支柱との上にて屋根を組立て、屋根組立後にセン
ター支柱を撤去し、側板最上部に取付けられたナ
ツクルプレートに設けられた取付ピースによりレ
ベリングワイヤをセツトし、屋根の下に圧縮空気
を送入して屋根を受台と共に浮上し、屋根取付後
に受台を分離して降下させることを特徴とする円
筒型貯槽の屋根組立工法を提供することにある。
Therefore, an object of the present invention is to solve such problems in the conventional art by erecting end supports on an annular plate and providing a temporary rafter thereon to form a roof frame pedestal, Assemble the roof on top of the center support provided at To provide a method for assembling a roof of a cylindrical storage tank, characterized in that the roof is floated together with a pedestal by feeding compressed air into the tank, and the pedestal is separated and lowered after the roof is attached.

この発明に依れば、円筒型貯槽の屋根は、アニ
ユラー板上に端部支柱をたてて仮ラフターを設け
て屋根骨受台を構成し、底板中央に設けられたセ
ンター支柱との上で屋根を組立て、この屋根組立
後にセンター支柱を撤去し、側板最上部に取付け
られたナツクルプレートに設けられた取付ピース
によつてレベリングワイヤをセツトして、屋根を
受台と共に圧縮空気により浮上し、屋根取付後に
受台を分離してウインチ、チルホール等により降
下させることによつて、屋根組立作業および屋根
浮上作業における省力化および安全化を図り、つ
くられるものである。
According to this invention, the roof of the cylindrical storage tank is constructed by erecting end supports on the annular plate and providing temporary rafters to form the roof frame pedestal, and on top of the center support provided at the center of the bottom plate. After assembling the roof, remove the center support, set the leveling wire using the mounting piece provided on the knuckle plate attached to the top of the side plate, and float the roof together with the pedestal using compressed air. After the roof is attached, the pedestal is separated and lowered using a winch, chill hole, etc., thereby saving labor and increasing safety in roof assembly work and roof floating work.

この発明の他の目的や特長および利点は以下の
詳細な説明から明らかになろう。
Other objects, features and advantages of the invention will become apparent from the detailed description below.

第5図乃至第7図にはこの発明の円筒型貯槽屋
根組立工法によりつくられる二重殻構造の円筒型
貯槽の屋根の組立工程が順次示されており、第5
図に示される様に先ずリングコンクリート2上に
配設されたアニユラー板10上に端部支柱21が
内槽側板3と離れて立てられ、支柱受22によつ
て固定される。この端部支柱21の上端には第2
リング26と仮ラフター24と第1リング25と
から構成される屋根骨受台20が設けられる。内
外槽屋根4,4′はこの屋根骨受台20と、外槽
底板1の中央に設けられたセンター支柱5との上
で組立てられる。この内外槽屋根4,4′の組立
に際してもし必要ならば中間支柱を用いることが
任意にできる。こうして内外槽屋根4,4′が組
立てられたならば、仮ラフター24に仮屋根を設
けると共に周縁部にシールプレート28を設けて
内槽側板3との間の気密を図る。次いでセンター
支柱5を撤去し、仮架台19を設けて内槽の底板
11を配列して溶接(第6図)した後、仮架台1
9を撤去して底部保冷構造12を形成し、底板1
1を底部保冷構造12上に降ろす。
5 to 7 sequentially show the process of assembling the roof of a cylindrical storage tank with a double shell structure manufactured by the cylindrical storage tank roof assembly method of the present invention.
As shown in the figure, first, the end support 21 is erected on the annular plate 10 placed on the ring concrete 2, apart from the inner tank side plate 3, and fixed by the support support 22. At the upper end of this end support 21, a second
A roof frame pedestal 20 composed of a ring 26, a temporary rafter 24, and a first ring 25 is provided. The inner and outer tank roofs 4, 4' are assembled on this roof frame pedestal 20 and a center column 5 provided at the center of the outer tank bottom plate 1. When assembling the inner and outer tank roofs 4, 4', intermediate supports may optionally be used if necessary. Once the inner and outer tank roofs 4, 4' are assembled in this manner, a temporary roof is provided on the temporary rafter 24, and a seal plate 28 is provided on the peripheral edge to ensure airtightness between the inner tank side plate 3 and the inner tank side plate 3. Next, the center support 5 is removed, a temporary pedestal 19 is installed, and the bottom plates 11 of the inner tank are arranged and welded (Fig. 6).
9 is removed to form the bottom cold insulation structure 12, and the bottom plate 1 is removed.
1 onto the bottom cold storage structure 12.

こうして内外槽屋根4,4′の組立作業が完了
し、底板11および底部保冷構造12が出来上
り、内槽側板3の最上部にナツクルプレート14
が取付けられたならば、ナツクルプレート14の
内側に取付ピース31を取付けてレベリングワイ
ヤ32をセツトすることによつて内外槽屋根4,
4′の浮上準備が完了する。第7図に示される様
に内外槽屋根4,4′の浮上準備が完了したなら
ば、圧縮空気を内外槽屋根4,4′の下に送入し
て屋根骨受台20と一緒に内外槽屋根4,4′を
浮上し、レベリングワイヤ32によつてバランス
をとりながら所定高さの位置にまで浮上させる。
所定高さにまで浮上された内外槽屋根4,4′は
内槽側板3最上部に取付けられたナツクルプレー
ト14と溶接連結され、屋根が完成される。こう
して内外槽屋根4,4′が取付けられたならば、
先に一緒に浮上された屋根骨受台20を屋根から
分離し、ウインチ、チルホール等を利用して吊下
ろされる。
In this way, the assembly work of the inner and outer tank roofs 4, 4' is completed, and the bottom plate 11 and the bottom cold insulation structure 12 are completed.
Once the inner and outer tank roofs 4,
4' is ready to float. As shown in FIG. 7, when preparations for floating the inner and outer tank roofs 4 and 4' are completed, compressed air is sent under the inner and outer tank roofs 4 and 4' to move the inner and outer tank roofs 4 and 4' together with the roof frame pedestal 20. The tank roofs 4, 4' are floated up to a predetermined height while being balanced by a leveling wire 32.
The inner and outer tank roofs 4, 4' which have been floated to a predetermined height are welded and connected to the knuckle plate 14 attached to the top of the inner tank side plate 3, thereby completing the roof. Once the inner and outer tank roofs 4, 4' are installed in this way,
The roof frame pedestal 20, which was floated together earlier, is separated from the roof and suspended using a winch, chill hole, or the like.

なお、屋根から分離される屋根骨受台は全周に
亘つて環状の一体物として切り離してウインチ、
チルホール等により吊り下ろした後に地上にて
個々に解体してもよく、或はまた適宜な大きさの
部材として屋根から切離して解体し、ウインチ、
チルホール等により吊り下ろしてもよい。
In addition, the roof frame pedestal that is separated from the roof can be separated from the entire circumference as an annular integral piece and then used as a winch.
They may be disassembled individually on the ground after being suspended in a chill hole, or they may be separated from the roof as members of appropriate size and dismantled, and then used with a winch,
It may also be suspended through a chill hole or the like.

また、端部支柱21間に板、シート等を張設
し、下端にシールプレート28を設けて内槽側板
3との気密を計かるようにして屋根浮上高さを高
くすることも可能である(第8図)。
Furthermore, it is also possible to increase the roof floating height by installing a plate, sheet, etc. between the end supports 21 and providing a seal plate 28 at the lower end to ensure airtightness with the inner tank side plate 3. (Figure 8).

この様に、この発明の円筒型貯槽屋根組立工法
に依れば、外槽および内槽側板の組立作業と並行
して、内槽側板を傷つけることのないように内槽
側板から隔つて設置した端部支柱にて支持される
第1,2リングおよび仮ラフターから成る屋根骨
受台を設け、この屋根骨受台の上にて屋根を、セ
ンター支柱を利用して組立てることができ、屋根
骨受台は二重リング構造であるので非常に丈夫で
屋根重量を支えるに十分な強度をもつていて安全
なので、屋根の組立終了後にはセンター支柱を撤
去して、屋根骨受台を移し換えることなく底板お
よび底部保冷作業に入ることができるので、労力
が大幅に減り、工期を短縮できる。こうして屋根
ができ、底板および底部保冷構造ができたなら
ば、内槽側板最上部のナツクルプレート内側に取
付ピースを設けることによつてレベリングワイヤ
を非常に簡単にセツトでき、次いで圧縮空気を屋
根の下に送入することによつて屋根を屋根骨受台
と一緒に浮上すれば、浮上時の作業量も減少で
き、且つ屋根の下部に屋根骨受台が取付けられた
分だけ重心が下がるので屋根浮上時の安定性が一
層良くなつて安全であり、また内槽オープントツ
プ式のタンクにおいても受台は垂直方向に十分な
長さをなしているので、仮側板を特別に取付ける
ことなく気密を保つて所定高さにまで屋根を浮上
することができ、屋根のナツクルプレートへの最
終取付けも簡単容易に済み、屋根の取付終了後に
屋根骨受台を屋根から分離してウインチやチルホ
ール等により吊り下ろすだけですみ、工期の短
縮、作業量の低減、作業の省力化および安全化を
図ることができる等の効果が得られるものであ
る。尚、この発明は二重殻構造のタンクに限定さ
れるものではなく、一重殻構造のタンク、地下タ
ンクにも利用できるものである。
As described above, according to the cylindrical storage tank roof assembly method of the present invention, in parallel with the assembly work of the outer tank and inner tank side plates, the roof of the cylindrical storage tank is installed at a distance from the inner tank side plates so as not to damage the inner tank side plates. A roof frame pedestal consisting of the first and second rings and a temporary rafter supported by the end supports is provided, and the roof can be assembled on the roof frame pedestal using the center column, and the roof frame is The pedestal has a double ring structure, so it is very strong and has enough strength to support the weight of the roof, making it safe. After the roof is assembled, the center column can be removed and the roof frame pedestal can be replaced. Since the bottom plate and bottom cold insulation work can be started without any work, labor is significantly reduced and the construction period can be shortened. Once the roof is completed and the bottom plate and bottom cold insulation structure are completed, the leveling wire can be set very easily by providing a mounting piece inside the knuckle plate at the top of the inner tank side plate, and then the compressed air can be installed on the roof. If the roof is floated together with the roof frame holder by sending it under the roof, the amount of work during levitation can be reduced, and the center of gravity will be lowered by the amount that the roof frame holder is attached to the lower part of the roof. This improves stability when the roof floats up, making it safer.Also, even in open-top inner tanks, the cradle has sufficient length in the vertical direction, so there is no need to specially install temporary side plates. The roof can be floated up to a predetermined height while maintaining airtightness, and the final installation of the roof to the nutkl plate is simple and easy.After the roof installation is complete, the roof frame pedestal can be separated from the roof and used with a winch or chill hole. It is sufficient to simply suspend the workpiece by means of a method such as the above, and it is possible to achieve effects such as shortening the construction period, reducing the amount of work, saving labor, and increasing safety. Note that the present invention is not limited to double-shelled tanks, but can also be used for single-shelled tanks and underground tanks.

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

第1図乃至第3図は従来の円筒型貯槽の屋根の
組立工法を段階的に示す断面概要図、第4図は内
槽オープントツプ式のタンクの屋根の組立を示す
断面概要図、第5図乃至第7図はこの発明の円筒
型貯槽屋根組立工法を段階的に示す断面概要図、
第8図は内槽オープントツプ式のタンクの屋根の
組立にこの発明の組立工法を適用した例を示す断
面概要図である。図中、 1…外槽底板、2…リングコンクリート、3…
内槽側板、4,4′…内外槽屋根、5…センター
支柱、6…中間支柱、7…端部支柱、8…仮ラフ
ター、9…側受台、11…底板、12…底部保冷
構造、14…ナツクルプレート、15…平行保持
フレーム、16…レベリングワイヤ、17…シー
ルプレート、20…屋根骨受台、21…端部支
柱、22…支柱受、24…仮ラフター、25…第
1リング、26…第2リング、28…シールプレ
ート、31…取付ピース、32…レベリングワイ
ヤ。
Figures 1 to 3 are cross-sectional schematic diagrams showing a step-by-step method of assembling the roof of a conventional cylindrical storage tank; Figure 4 is a cross-sectional schematic diagram showing how to assemble the roof of an open-top tank; Figures to Figures 7 are cross-sectional schematic diagrams showing step-by-step the cylindrical storage tank roof assembly method of the present invention;
FIG. 8 is a schematic cross-sectional view showing an example in which the assembly method of the present invention is applied to assembling the roof of an open-top inner tank. In the diagram, 1...outer tank bottom plate, 2...ring concrete, 3...
Inner tank side plate, 4, 4'... Inner and outer tank roof, 5... Center support, 6... Intermediate support, 7... End support, 8... Temporary rafter, 9... Side support, 11... Bottom plate, 12... Bottom cold insulation structure, 14... Knuckle plate, 15... Parallel holding frame, 16... Leveling wire, 17... Seal plate, 20... Roof frame cradle, 21... End support, 22... Strut holder, 24... Temporary rafter, 25... First ring , 26...Second ring, 28...Seal plate, 31...Mounting piece, 32...Leveling wire.

Claims (1)

【特許請求の範囲】[Claims] 1 内槽側板と離れて内側にアニユラー板上に立
てた端部支柱の上に放射方向内方上向きに傾斜す
る仮ラフターを設けて環状の屋根受台を構成し、
該受台および底板中央に設けられたセンター支柱
とで支持しつつ屋根を組立て、屋根組立後にセン
ター支柱を撤去し、側板最上部に取付けられたナ
ツクルプレートに設けられた取付ピースによりレ
ベリングワイヤをセツトし、屋根の下に圧縮空気
を送入して屋根を受台と共に浮上し、屋根取付後
に受台を分離して降下させることを特徴とする円
筒型貯槽屋根組立工法。
1 A temporary rafter that slopes upward in the radial direction is provided on the end support that is erected on the annular plate on the inner side away from the inner tank side plate to form an annular roof pedestal,
Assemble the roof while supporting it with the pedestal and the center column provided at the center of the bottom plate, remove the center column after the roof is assembled, and attach the leveling wire using the mounting piece provided on the knuckle plate attached to the top of the side plate. A method for assembling a cylindrical storage tank roof.
JP14258682A 1982-08-19 1982-08-19 Assembling of cylindrical storage tank roof Granted JPS5934373A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14258682A JPS5934373A (en) 1982-08-19 1982-08-19 Assembling of cylindrical storage tank roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14258682A JPS5934373A (en) 1982-08-19 1982-08-19 Assembling of cylindrical storage tank roof

Publications (2)

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JPS5934373A JPS5934373A (en) 1984-02-24
JPS6151110B2 true JPS6151110B2 (en) 1986-11-07

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JP14258682A Granted JPS5934373A (en) 1982-08-19 1982-08-19 Assembling of cylindrical storage tank roof

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Publication number Priority date Publication date Assignee Title
JP5354519B2 (en) * 2008-09-30 2013-11-27 株式会社石井鐵工所 Storage tank roof construction method
JP2014183605A (en) * 2013-03-18 2014-09-29 Toshiba Corp Outdoor power receiving/distributing facility

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JPS5934373A (en) 1984-02-24

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