JPH0321432B2 - - Google Patents
Info
- Publication number
- JPH0321432B2 JPH0321432B2 JP62198837A JP19883787A JPH0321432B2 JP H0321432 B2 JPH0321432 B2 JP H0321432B2 JP 62198837 A JP62198837 A JP 62198837A JP 19883787 A JP19883787 A JP 19883787A JP H0321432 B2 JPH0321432 B2 JP H0321432B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- plate
- bottom plate
- side plate
- tank bottom
- 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 - Lifetime
Links
Description
【発明の詳細な説明】
産業上の利用分野
本発明はたとえば石油備蓄用下地タンクのタン
クコーナ部の組立方法に関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to, for example, a method for assembling a tank corner portion of a base tank for petroleum storage.
従来の技術
まず第3図に基づいて石油備蓄用地下タンクの
概略を説明する。1はコンクリート壁とその内面
に配設されたライニングとからなるタンク本体、
2は該タンク本体1内を昇降自在な浮屋根本体、
3は該浮屋根本体2の外周面に配設されると共に
タンク本体1内周面に当接するシール、4はタン
ク本体1の底面上に立設されると共に上端が浮屋
根本体2を貫通するパイプシヤフトであつて、内
部には排水ポンプ配管5を配設してある。6は該
配管5に介在させられたポンプ、7は浮屋根本体
2の下面中央に設けられた雨水排出口、8は該雨
水排出口7と排水ポンプ配管5の下端開口とをつ
なぐ折畳み式ドレン配管である。Prior Art First, an outline of an underground oil storage tank will be explained based on FIG. 1 is a tank body consisting of a concrete wall and a lining arranged on its inner surface;
2 is a floating roof body that can be freely raised and lowered within the tank body 1;
A seal 3 is disposed on the outer circumferential surface of the floating roof body 2 and abuts on the inner circumferential surface of the tank body 1, and a seal 4 is erected on the bottom surface of the tank body 1 and whose upper end penetrates the floating roof body 2. It is a pipe shaft, and a drainage pump piping 5 is arranged inside. 6 is a pump interposed in the pipe 5; 7 is a rainwater outlet provided at the center of the lower surface of the floating roof main body 2; 8 is a folding type drain connecting the rainwater outlet 7 and the lower end opening of the drainage pump pipe 5. It's plumbing.
上記構成において、タンク本体1のライニング
は従来、次のようにしておこなつていた。すなわ
ち第4図および第5図に示すごとく、タンク底板
9の外周縁にアニユラプレート10を溶接し、該
アニユラプレート10上に若干の排水用間隙αを
おいてタンク側板11を配置すると共にこのタン
ク側板11の下端をアニユラプレート10に溶接
12している。そしてこの現場施工中に降つた雨
水は前記間隙αを通つてタンク本体1外へ排出す
るように構成されている。 In the above configuration, the lining of the tank body 1 has conventionally been performed as follows. That is, as shown in FIGS. 4 and 5, an annular plate 10 is welded to the outer peripheral edge of the tank bottom plate 9, and a tank side plate 11 is placed on the annular plate 10 with a slight drainage gap α. The lower end of this tank side plate 11 is welded 12 to the annular plate 10. The construction is such that rainwater that falls during the on-site construction is discharged to the outside of the tank body 1 through the gap α.
発明が解決しようとする問題点
しかしこの従来方法では、タンク側板11の下
端面の開先に錆13が生じたり、間隙α内に異物
14が堆積することがあり、溶接時の欠陥の原因
になつている。Problems to be Solved by the Invention However, in this conventional method, rust 13 may occur in the groove on the lower end surface of the tank side plate 11, and foreign matter 14 may accumulate in the gap α, which may cause defects during welding. It's summery.
本発明は上記問題点を解決して、施工時の雨水
を確実に排水できるとともに、溶接箇所であるタ
ンク側板の下端部およびタンク底板の外周部が錆
つきにくく、また異物が溶接箇所に堆積すること
もなく、完全かつ正確な溶接が可能なタンクコー
ナ部の組立方法を提供することを目的とする。 The present invention solves the above problems and can reliably drain rainwater during construction, and prevents rust from forming on the lower end of the tank side plate and the outer periphery of the tank bottom plate, which are the welding points, and prevents foreign matter from accumulating at the welding points. It is an object of the present invention to provide a method for assembling a tank corner part that enables complete and accurate welding without any problems.
問題点を解決するための手段
上記問題点を解決するために本発明は、下端適
所に排水口を有する建設用リングの下端が上面に
溶接された環状プレートの上面内周縁に、タンク
底板の下面外周縁を溶接し、前記建設用リングの
上端内周面にタンク側板の下端外周面を溶接し、
現場施工中にタンク内に降つた雨水を前記排水口
から排出後に、前記タンク側板とタンク底板との
間にナツクルプレートを配置して該ナツクルプレ
ートをタンク側板およびタンク底板に溶接する方
法としたものである。Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides that the lower end of a construction ring having a drain port at a proper position at the lower end is attached to the inner periphery of the upper surface of the annular plate, which is welded to the upper surface of the ring, and the lower surface of the tank bottom plate. welding the outer peripheral edge, and welding the lower end outer peripheral surface of the tank side plate to the upper inner peripheral surface of the construction ring;
A method of disposing a knuckle plate between the tank side plate and the tank bottom plate and welding the knuckle plate to the tank side plate and the tank bottom plate after draining rainwater that fell into the tank during on-site construction from the drain port. This is what I did.
作 用
上記方法により、ナツクルプレート溶接以前の
現場施工中に降つた雨水は建設用リングに形成し
た排水口よりタンク外に排出でき、最終的にナツ
クルプレートがタンク側板とタンク底板の間に配
置されてナツクルプレートの一端部とタンク側板
の下端部が溶接されるとともに、ナツクルプレー
トの他端部とタンク底板の外周部とが溶接される
が、この溶接箇所のタンク側板の下端部およびタ
ンク底板の外周部は錆つきにくく、また異物も堆
積しにくいため、完全かつ正確な溶接をおこなう
ことができる。Effect: With the above method, rainwater that fell during on-site construction prior to welding the Knuckle Plate can be drained out of the tank from the drain hole formed in the construction ring, and the Knuckle Plate is finally placed between the tank side plate and the tank bottom plate. Once placed, one end of the knuckle plate and the lower end of the tank side plate are welded, and the other end of the knuckle plate and the outer circumference of the tank bottom plate are welded, but the lower end of the tank side plate at this welding point The outer periphery of the tank bottom plate is resistant to rust and foreign matter buildup, making it possible to perform complete and accurate welding.
実施例
以下、本発明の一実施例を第1図および第2図
に基づいて説明する。Embodiment An embodiment of the present invention will be described below with reference to FIGS. 1 and 2.
16は裏付金兼用のアニユラプレート(環状プ
レート)でその上面には、下端適所に排水口18
が形成された建設用リング19が溶接20され
る。これらアニユラプレート16と建設用リング
19は予め工場で製作され、その後現場に搬入さ
れたものが使用される。このアニユラプレート1
6の上面内周縁にはタンク底板9の下面外周縁が
溶接17され、また前記建設用リング19の上端
内周面にはタンク側板11の下端外周面が溶接さ
れる。 16 is an annular plate (annular plate) that also serves as a backing metal, and on its upper surface, there is a drainage hole 18 at the appropriate place at the bottom end.
The construction ring 19 formed with is welded 20. These annular plates 16 and construction rings 19 are manufactured in advance at a factory and then transported to the site for use. This Anyura plate 1
The outer circumferential edge of the lower surface of the tank bottom plate 9 is welded 17 to the inner circumferential edge of the upper surface of tank bottom plate 6, and the outer circumferential surface of the lower end of tank side plate 11 is welded to the inner circumferential surface of the upper end of the construction ring 19.
22はタンク側板11の下端面とタンク底板9
の外周面の間に配置されたナツクルプレートで、
断面が円弧状に形成され、ナツクルプレート22
の一端面がタンク側板11の下端面と溶接23さ
れ、かつ他端面がタンク底板9の外周面と溶接さ
れて、タンク底部のコーナ部が形成される。 22 is the lower end surface of the tank side plate 11 and the tank bottom plate 9
A knuckle plate placed between the outer peripheral surfaces of
The cross section is formed into a circular arc shape, and the knuckle plate 22
One end surface is welded 23 to the lower end surface of the tank side plate 11, and the other end surface is welded to the outer peripheral surface of the tank bottom plate 9 to form a corner portion of the tank bottom.
次にこのタンク底部のコーナ部の組立順序につ
いて説明する。 Next, the assembly sequence of the corner portion of the tank bottom will be explained.
まず、工場で予め建設用リング19が上面に溶
接されたアニユラプレート16の上面内周縁に、
タンク底板9の下面外周縁が溶接17される。つ
ぎに、建設用リング19の上端内周面にタンク側
板11の下端外周面が溶接21される。これら現
場施工中にタンク内に降つた雨水は建設用リング
19に形成された排水口18からタンク外に排出
される。そして最後に、タンク側板11の下端面
とタンク底板9の外周面の間にナツクルプレート
22が嵌合され、ナツクルプレート22の一端面
とタンク側板11の下端面が溶接されるととも
に、ナツクルプレート22の他端面とタンク底板
9の下端面とが溶接されてタンクコーナ部が組立
てられる。 First, the construction ring 19 is welded to the upper surface of the annual plate 16 in advance at the factory, on the inner periphery of the upper surface.
The outer peripheral edge of the lower surface of the tank bottom plate 9 is welded 17. Next, the lower end outer circumferential surface of the tank side plate 11 is welded 21 to the upper inner circumferential surface of the construction ring 19. Rainwater that falls inside the tank during the on-site construction is discharged to the outside of the tank from a drain port 18 formed in the construction ring 19. Finally, the knuckle plate 22 is fitted between the lower end surface of the tank side plate 11 and the outer peripheral surface of the tank bottom plate 9, one end surface of the knuckle plate 22 and the lower end surface of the tank side plate 11 are welded, and the nut The other end surface of the tank plate 22 and the lower end surface of the tank bottom plate 9 are welded to assemble the tank corner portion.
発明の効果
以上に述べたごとく本発明によれば、ナツクル
プレートを溶接する前において、タンク内に降つ
た雨水は建設用リングの排出口を介してタンク外
に配設されるから、タンク側板の下端部およびタ
ンク底板の外周部が錆つきにくく、またたとえ錆
ついても、その錆を容易に削り取ることができる
ものである。また異物が溶接箇所に堆積すること
もない。したがつてナツクプレートとタンク側板
およびタンク底板との溶接を完全かつ正確におこ
なうことができるものである。Effects of the Invention As described above, according to the present invention, before the knuckle plate is welded, the rainwater that falls inside the tank is disposed outside the tank through the outlet of the construction ring, so the tank side plate The lower end of the tank and the outer periphery of the tank bottom plate are resistant to rust, and even if rust does occur, the rust can be easily scraped off. Further, foreign matter does not accumulate at the welding location. Therefore, it is possible to completely and accurately weld the nut plate to the tank side plate and tank bottom plate.
第1図および第2図は本発明の一実施例を示
し、第1図はコーナ部の縦断面図、第2図はアニ
ユラプレートと建設用リングの一部切欠き斜視
図、第3図は石油備蓄用地下タンクの概略縦断面
図、第4図および第5図は従来例を示す斜視図お
よび縦断面図である。
1…タンク本体、2…浮屋根本体、9…タンク
底板、11…タンク側板、16…アニユラプレー
ト、17,20,21,23…溶接、18…排水
口、19…建設用リング、22…ナツクルプレー
ト。
Figures 1 and 2 show an embodiment of the present invention, with Figure 1 being a vertical sectional view of a corner portion, Figure 2 being a partially cutaway perspective view of an annular plate and a construction ring, and Figure 3 being a partially cutaway perspective view of an annular plate and a construction ring. 1 is a schematic vertical cross-sectional view of an underground oil storage tank, and FIGS. 4 and 5 are a perspective view and a vertical cross-sectional view showing a conventional example. DESCRIPTION OF SYMBOLS 1... Tank body, 2... Floating roof main body, 9... Tank bottom plate, 11... Tank side plate, 16... Annular plate, 17, 20, 21, 23... Welding, 18... Drain port, 19... Construction ring, 22... Natsukuru plate.
Claims (1)
端が上面に溶接された環状プレートの上面内周縁
に、タンク底板の下面外周縁を溶接し、前記建設
用リングの上端内周面にタンク側板の下端外周面
を溶接し、現場施工中にタンク内に降つた雨水を
前記排水口から排出後に、前記タンク側板とタン
ク底板との間にナツクルプレートを配置して該ナ
ツクルプレートをタンク側板およびタンク底板に
溶接することを特徴とするタンクコーナ部の組立
方法。1. Weld the outer circumferential edge of the lower surface of the tank bottom plate to the inner circumferential edge of the upper surface of the annular plate, the lower end of which has a drainage port at the appropriate location on the lower end of the annular plate, and attach the inner circumferential surface of the upper end of the construction ring to the inner circumferential surface of the tank side plate. After welding the outer peripheral surface of the lower end and discharging rainwater that fell into the tank during on-site construction from the drain port, a knuckle plate is placed between the tank side plate and the tank bottom plate, and the knuckle plate is attached to the tank side plate and the tank bottom plate. A method for assembling a tank corner portion, which is characterized by welding to the tank bottom plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62198837A JPS6355095A (en) | 1987-08-07 | 1987-08-07 | Method of assembling tank corner section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62198837A JPS6355095A (en) | 1987-08-07 | 1987-08-07 | Method of assembling tank corner section |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6355095A JPS6355095A (en) | 1988-03-09 |
| JPH0321432B2 true JPH0321432B2 (en) | 1991-03-22 |
Family
ID=16397742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62198837A Granted JPS6355095A (en) | 1987-08-07 | 1987-08-07 | Method of assembling tank corner section |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6355095A (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4249965A (en) * | 1978-09-19 | 1981-02-10 | Midland-Ross Corporation | Method of generating carrier gas |
| JPS5735036Y2 (en) * | 1979-07-19 | 1982-08-03 |
-
1987
- 1987-08-07 JP JP62198837A patent/JPS6355095A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6355095A (en) | 1988-03-09 |
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