JPS6336138Y2 - - Google Patents

Info

Publication number
JPS6336138Y2
JPS6336138Y2 JP1982084944U JP8494482U JPS6336138Y2 JP S6336138 Y2 JPS6336138 Y2 JP S6336138Y2 JP 1982084944 U JP1982084944 U JP 1982084944U JP 8494482 U JP8494482 U JP 8494482U JP S6336138 Y2 JPS6336138 Y2 JP S6336138Y2
Authority
JP
Japan
Prior art keywords
roof
inner tank
plate
temporary
storage 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
JP1982084944U
Other languages
Japanese (ja)
Other versions
JPS58186067U (en
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 filed Critical
Priority to JP8494482U priority Critical patent/JPS58186067U/en
Publication of JPS58186067U publication Critical patent/JPS58186067U/en
Application granted granted Critical
Publication of JPS6336138Y2 publication Critical patent/JPS6336138Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 (イ) 産業上の利用分野 本考案は気体又は液体又はこれらの混合物の貯
蔵用大形貯槽の組立施工時に仮屋根の外周空間に
施こす雨じまい構造に関する。
[Detailed description of the invention] (a) Field of industrial application The present invention relates to a rain cover structure that is installed in the outer space of a temporary roof during the assembly and construction of a large storage tank for storing gases, liquids, or mixtures thereof.

(ロ) 従来技術とその問題点 第1図は、本考案が適用される一例としての金
属製二重殻貯槽の説明用断面図である。本考案が
適用される貯槽は大形で現場で組立られ、その工
期は数ケ月等の長い期間を要し、その間には屋根
がないので内槽屋根1と内槽側板2との間に生ず
る空間部18を空〓のままにしておくと、降雨又
は降雪等により雨水等が内槽側板2内に侵入する
こととなり、外槽底板3の上面や内槽アニユラ板
4の上、下面等の露出面に腐食を生じさせたり、
断熱性を必要とするリングコンクリート5の性能
を低下させるなどの種々の問題の原因となる。な
お図中6は貯槽建設中に内槽屋根1を支持する仮
設柱であり、外槽側板7は内槽建設終了後内槽を
外包する外槽屋根を保持ないし内槽の保冷材を支
持するためのものである。
(b) Prior art and its problems FIG. 1 is an explanatory sectional view of a metal double-shell storage tank as an example to which the present invention is applied. The storage tank to which the present invention is applied is large-sized and assembled on-site, and the construction takes a long period of time, such as several months, and there is no roof between the tanks, so the problem occurs between the inner tank roof 1 and the inner tank side plate 2. If the space 18 is left empty, rainwater or the like will enter the inner tank side plate 2 due to rain or snowfall, and the upper surface of the outer tank bottom plate 3, the upper and lower surfaces of the inner tank annual plate 4, etc. cause corrosion on exposed surfaces,
This causes various problems such as deterioration of the performance of the ring concrete 5 which requires heat insulation properties. In addition, 6 in the figure is a temporary pillar that supports the inner tank roof 1 during construction of the storage tank, and the outer tank side plate 7 holds the outer tank roof that covers the inner tank after the construction of the inner tank is completed, or supports the cold insulation material of the inner tank. It is for.

上記の雨水侵入に対する対策として従来より行
われてきた2例について、第2図と第3図を用い
て説明する。
Two examples of conventional measures against rainwater intrusion will be described with reference to FIGS. 2 and 3.

第2図は組立中は仮屋根11として使用する内
槽屋根1の外周部の下方の内槽アニユラ板4上に
降る雨水等の侵入防止のための止水板8を垂直に
設けて、その接続面を全周溶接し、内槽屋根1の
外周部内側と前記止水板8の外側との間にカーテ
ン9を張り、更に内槽屋根1の外周端に短いカー
テン10を設けて、雨水の飛散侵入を防止するも
のであるが、この工法は建設期間中に生ずるアニ
ユラ板4の腐食、建設初期と終期における止水板
8の溶接取付け、取外し、および該止水板8の撤
去後の該アニユラ板4上の溶接跡部分の材料検査
の仕事等が必要である。
Figure 2 shows that a water stop plate 8 is installed vertically on the inner tank annual plate 4 below the outer periphery of the inner tank roof 1, which is used as a temporary roof 11 during assembly, to prevent rainwater from entering. The connecting surfaces are welded all around, and a curtain 9 is placed between the inside of the outer periphery of the inner tank roof 1 and the outside of the water stop plate 8, and a short curtain 10 is further provided on the outer periphery of the inner tank roof 1 to prevent rainwater. However, this construction method prevents the corrosion of the annual plate 4 that occurs during the construction period, the welding installation and removal of the water stop plate 8 at the beginning and end of construction, and the corrosion after the water stop plate 8 is removed. It is necessary to conduct a material inspection of the welded portion on the annual plate 4.

第3図は組立中の内槽屋根1の外周部の下面よ
り臨時の付屋根16を設け、該付屋根16の外周
部に雨樋12を支持部材13により固定し、雨樋
12に収集した雨水等は別に適当数臨設したパイ
プ14により排出するものであり、該雨樋12ま
たは付屋根16の最外縁と内槽側板2の内面との
間には可塑状のパテ、ガスケツトパツキン等のシ
ール部材15が貼付け又は挿入されて塞がれ、該
付屋根16と該内槽側板2とは一定の高さ関係で
固定されている。
Figure 3 shows that a temporary roof 16 is provided from the lower surface of the outer periphery of the inner tank roof 1 that is being assembled, and a rain gutter 12 is fixed to the outer periphery of the roof 16 with a support member 13, and the rainwater is collected in the rain gutter 12. Rainwater, etc. is discharged through a suitable number of pipes 14 installed separately, and a plastic putty, gasket packing, etc. A sealing member 15 is attached or inserted to close the tank, and the attached roof 16 and the inner tank side plate 2 are fixed at a constant height relationship.

この従来工法にあつては該仮屋根11に取付け
る付屋根16以外の雨じまい構造は前記シール部
材15が貼付け可能に該内槽側板2に沿つて製作
組立をするので、この従来工法は仮説工事とはい
え、本工事とは変らない慎重さが求められると共
に、上記仮屋根11をナツクルプレート8ととも
に貯槽の内槽側板2の上縁に内槽屋根1を形成す
る本工事を完成する際の後収理として、前記雨じ
まい構造に関連して臨時に設けた該付屋根16、
該雨樋12の撤去及び該シール部材15の除去等
の雑工事に手数を要するなどの欠点がある。
In this conventional construction method, the rain cover structure other than the attached roof 16 attached to the temporary roof 11 is fabricated and assembled along the inner tank side plate 2 so that the sealing member 15 can be attached, so this conventional construction method is a hypothetical construction. However, the same caution as in the main work is required, and when completing the main work to form the inner tank roof 1 on the upper edge of the inner tank side plate 2 of the storage tank, the temporary roof 11 is attached to the inner tank side plate 8. The attached roof 16 is temporarily installed in connection with the rain cover structure for later storage;
There is a drawback that miscellaneous works such as removing the rain gutter 12 and the sealing member 15 require a lot of effort.

(ハ) 問題点を解決するための手段(本考案の説
明) 本考案は簡単な付屋根等の構造により、前述の
先行技術の有する問題点を解消するばかりか、建
設時に仮屋根も必要に応じて極めて容易に変更で
きるものである。
(c) Means for solving the problems (explanation of the present invention) The present invention not only solves the problems of the prior art described above by using a simple structure such as a roof, but also eliminates the need for a temporary roof during construction. It can be changed very easily according to the requirements.

本考案は、最終的にはナツクルプレート1cと
共に内槽屋根となる屋根を貯槽工事中の仮屋根と
し、該内槽屋根の外周に臨時に付屋根を設け、該
付屋根の外周の貯槽の側壁との空間部18に覆設
し、かつ貯槽の側壁に接触する可撓性のシール部
材を設けて、該仮屋根及び付屋根以外の構造、即
ち雨じまい構造の下方で残りの組立工事を施行し
た後に、仮屋根と側板との間に臨時に設けた前記
雨じまい構造を取外して、ナツクルプレートと共
に仮屋根を側板の上縁に固定して内槽屋根に形成
する貯槽組立工事に適用するもので、本考案によ
つて、前記組立工事中に雨等の侵入を防止すると
共に、前記付屋根の取はずしや後の工程の組立工
事の容易な仮屋根外周の雨じまい構造を開示する
ものである。
In this invention, the roof that will eventually become the inner tank roof together with the Natsukuru plate 1c is used as a temporary roof during storage tank construction, and a temporary roof is provided around the outer periphery of the inner tank roof. A flexible sealing member is provided that covers the space 18 between the side wall and contacts the side wall of the storage tank, and the remaining assembly work is carried out below the structure other than the temporary roof and attached roof, that is, the rain cover structure. Applicable to storage tank assembly work in which, after installation, the rain cover structure temporarily installed between the temporary roof and the side plate is removed, and the temporary roof is fixed to the upper edge of the side plate together with the knuckle plate to form an inner tank roof. According to the present invention, a rain protection structure for the outer periphery of the temporary roof is disclosed that prevents rain etc. from entering during the assembly work and facilitates the removal of the attached roof and the assembly work in the subsequent process. It is something.

なお、本考案の内槽屋根1の支持は該内槽屋根
1の外周部の適宜位置に適当数仮設する適切な大
きさの平板小片を底部に有する仮設柱(図示せ
ず)を内槽アニユラ板4上に単に載置させること
によつて行われる。
The inner tank roof 1 of the present invention is supported by a temporary pillar (not shown) having a suitable number of flat plate pieces at the bottom of the inner tank roof 1 at appropriate positions on the outer periphery of the inner tank roof 1. This is done by simply placing it on the plate 4.

(ニ) 実施例 本考案の仮屋根外周の雨じまい構造は第4図に
示されているものである。内槽屋根1は屋根板1
aとその下面に設けられた骨組1bよりなり、骨
組1bは屋根板1aを支持すると共に屋根全体の
強度を必要な強度とするためのもので、円形の屋
根板1aの内面に半径方向等に多数設けられてい
る。第4図の骨組1bはこの骨組の先端部を示し
ているに過ぎない。本考案はこの骨組の先端部に
開孔されたボルト孔に付屋根16の骨組を図の如
くボルト締めとして設け、該付屋根16は骨組1
6b上に屋根板16aを全周に張るもので、該付
屋根16の骨組16bの先端上の屋根板16a上
に断面がZ字状等の支持金具19をボルト等によ
り固定し、該支持金具19の上端部と内槽側板2
の内面との間にゴム等の弾性と可撓性を有するシ
ール材20を該付屋根16の全周にわたつて固定
し、更に付屋根16の外周端に近い雨水の集まる
場所に排水管21を設けて雨水を貯槽工事現場の
外部へ排出するようにした構造を有するものであ
る。
(d) Example The rain protection structure around the outer periphery of the temporary roof of the present invention is shown in Fig. 4. Inner tank roof 1 is roof plate 1
The frame 1b supports the roof shingle 1a and provides the necessary strength to the entire roof. There are many. The skeleton 1b in FIG. 4 only shows the tip of this skeleton. In the present invention, the frame of the attached roof 16 is bolted to the bolt hole drilled at the tip of the frame as shown in the figure, and the attached roof 16 is attached to the frame 1.
A roof plate 16a is stretched around the entire circumference on top of the attached roof 16, and a supporting metal fitting 19 having a Z-shaped cross section or the like is fixed with bolts or the like on the roof plate 16a on the tip of the frame 16b of the attached roof 16. Upper end of 19 and inner tank side plate 2
A sealing material 20 having elasticity and flexibility, such as rubber, is fixed over the entire circumference of the attached roof 16 between the inner surface of the attached roof 16, and a drain pipe 21 is installed in a place near the outer peripheral edge of the attached roof 16 where rainwater collects. It has a structure in which rainwater is discharged to the outside of the storage tank construction site.

なお、内槽屋根1を正規の屋根に転用する際
に、該仮屋根11に付屋根16の骨組16bを取
付けた仮屋根11の骨組1bの先端部のボルト孔
はそのまま後の組立工事に利用できるものであ
る。
In addition, when converting the inner tank roof 1 to a regular roof, the bolt holes at the tip of the frame 1b of the temporary roof 11 to which the frame 16b of the attached roof 16 is attached to the temporary roof 11 can be used as is for later assembly work. It is possible.

(ホ) 考案の作用と効果 本考案の雨じまい構造は従来法と比較して構造
が簡単で、厳密な加工、組立についての精度を必
要とせず、取付及び取はずしは貯槽本体に溶接し
ないでボルトをはずすだけの簡単なものであり、
溶接によつて仮設部材を貯槽本体に取り付ける従
来法に見られた取はずし時に発生し易い部材の損
傷がないので、取りはずし後、該部分の非破壊検
査等を行う必要のないものであり、さらに、付屋
根16の外周と側壁との間を閉鎖するように設け
たシール材20は弾性と可撓性を有するゴム等の
密着により行われているため、雨じまいも充分行
われ、工事作業中は必要に応じて、仮屋根の昇降
による高さの調節も容易であり、前記の如く、内
槽屋根1を正規のものとする際にも、骨組のボル
ト孔はそのまま利用され、工事は簡単かつ敏速に
行いうるものである。
(e) Function and effect of the invention The rain cover structure of the invention has a simpler structure compared to conventional methods, does not require strict precision in processing and assembly, and can be installed and removed without welding to the storage tank body. It's as simple as removing the bolt,
Since there is no damage to the members that is likely to occur during removal, which is the case with the conventional method of attaching temporary members to the storage tank body by welding, there is no need to conduct non-destructive inspections of the parts after removal. The sealing material 20 provided to close between the outer periphery of the attached roof 16 and the side wall is made of elastic and flexible rubber, etc., so that it is sufficiently protected from rain and can be used during construction work. It is easy to adjust the height by raising and lowering the temporary roof if necessary, and as mentioned above, even when the inner tank roof 1 is made regular, the bolt holes in the frame can be used as they are, making the construction easy. And it can be done quickly.

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

第1図は本考案の構造が適用される一例の金属
製二重殻貯槽の説明用断面図であり、第2図と第
3図は本考案の先行技術の説明用断面図であり、
第4図は本考案の雨じまい構造を示す図である。 1……内槽屋根、1a……屋根板、1b……骨
組、1c……ナツクルプレート、16……付屋
根、17……底板、18……空間部、19……支
持金具、20……シール材、21……排水管。
FIG. 1 is an explanatory cross-sectional view of an example of a metal double-shell storage tank to which the structure of the present invention is applied, and FIGS. 2 and 3 are explanatory cross-sectional views of prior art of the present invention,
FIG. 4 is a diagram showing the rain cover structure of the present invention. DESCRIPTION OF SYMBOLS 1... Inner tank roof, 1a... Roof board, 1b... Frame, 1c... Nutsuru plate, 16... Roof, 17... Bottom plate, 18... Space part, 19... Support metal fittings, 20... ...Sealing material, 21...Drain pipe.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 貯槽の内部に仮屋根11を配設し、該仮屋根1
1とその外縁に配するナツクルプレート1cとに
よつて形成する内槽屋根1を該貯槽の側板2の上
縁に固定して貯槽を建設する工法における、前記
仮屋根11と該側板2との間に生ずる空間部18
を建設期間雨じまいする構造であつて、前記空間
部18の該側板2側をほぼ一定の空間幅18aを
あけて、該仮屋根11の骨組1bの端に付屋根1
6の骨組16bを設け、該骨組16bの上部に屋
根板16aを張設し、該屋根板16a上の周囲に
支持金具19を連設し、該支持金具19の頂部に
弾性と可撓性を有するシール材20の1端を固定
し、シール材20の他端を前記側板2に弾力的に
接触させて、該シール材20により前記空間幅1
8aを覆うことを特徴とする貯槽建設時の仮屋根
外周の雨じまい構造。
A temporary roof 11 is arranged inside the storage tank, and the temporary roof 1
The temporary roof 11 and the side plate 2 in a method of constructing a storage tank by fixing the inner tank roof 1 formed by the inner tank roof 1 formed by the inner tank roof 1 and the nutcle plate 1c arranged on the outer edge of the inner tank roof 1 to the upper edge of the side plate 2 of the storage tank. Space 18 created between
The roof 1 is attached to the end of the frame 1b of the temporary roof 11 with a substantially constant space width 18a left on the side plate 2 side of the space 18 during construction.
A frame 16b of No. 6 is provided, a roof plate 16a is stretched over the frame 16b, a supporting metal fitting 19 is continuously provided around the roof plate 16a, and the top of the supporting metal fitting 19 has elasticity and flexibility. One end of the sealing material 20 is fixed, and the other end of the sealing material 20 is brought into elastic contact with the side plate 2, so that the space width 1 is
A rain protection structure around the outer periphery of a temporary roof during construction of a storage tank, which is characterized by covering 8a.
JP8494482U 1982-06-08 1982-06-08 Rain protection structure around the temporary roof during storage tank construction Granted JPS58186067U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8494482U JPS58186067U (en) 1982-06-08 1982-06-08 Rain protection structure around the temporary roof during storage tank construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8494482U JPS58186067U (en) 1982-06-08 1982-06-08 Rain protection structure around the temporary roof during storage tank construction

Publications (2)

Publication Number Publication Date
JPS58186067U JPS58186067U (en) 1983-12-10
JPS6336138Y2 true JPS6336138Y2 (en) 1988-09-26

Family

ID=30093862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8494482U Granted JPS58186067U (en) 1982-06-08 1982-06-08 Rain protection structure around the temporary roof during storage tank construction

Country Status (1)

Country Link
JP (1) JPS58186067U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6075004B2 (en) * 2012-10-22 2017-02-08 株式会社Ihi Construction method of above-ground cryogenic tank

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53130612U (en) * 1977-03-25 1978-10-17

Also Published As

Publication number Publication date
JPS58186067U (en) 1983-12-10

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