JPS6315185Y2 - - Google Patents

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Publication number
JPS6315185Y2
JPS6315185Y2 JP9580383U JP9580383U JPS6315185Y2 JP S6315185 Y2 JPS6315185 Y2 JP S6315185Y2 JP 9580383 U JP9580383 U JP 9580383U JP 9580383 U JP9580383 U JP 9580383U JP S6315185 Y2 JPS6315185 Y2 JP S6315185Y2
Authority
JP
Japan
Prior art keywords
tank
hollow chamber
pump
cylindrical body
roof
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
JP9580383U
Other languages
Japanese (ja)
Other versions
JPS5935391U (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 JP9580383U priority Critical patent/JPS5935391U/en
Publication of JPS5935391U publication Critical patent/JPS5935391U/en
Application granted granted Critical
Publication of JPS6315185Y2 publication Critical patent/JPS6315185Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、石油類貯蔵用地下式タンクに関す
るものである。
[Detailed description of the invention] This invention relates to an underground tank for storing petroleum.

石油類貯蔵用地下式タンクは立地難或は石油類
備蓄上の安全性の点から最近多く採用されている
型式のタンクである。
Underground tanks for petroleum storage are a type of tank that has recently been widely adopted due to the difficulty in location and the safety of petroleum stockpiling.

第1図は従来提案されている代表的石油類貯蔵
用地下式タンクの例を示すもので、第1図中A
は、地中に円筒状コンクリート槽1を設置し、内
側をシール鋼板6で液密に内張りしたもので、該
コンクリート槽の外部の地中に、別に、円筒状の
部屋7を設け、中に石油類の受入、払出用のポン
プ8を設置し、地上とタンク内とを該ポンプ8を
介して配管10で連通するようにしたもので、3
はタンク内容液2の蒸発を防ぐ浮屋根を示す。
Figure 1 shows an example of a typical underground tank for petroleum storage that has been proposed in the past.
A cylindrical concrete tank 1 is installed underground, and the inside is liquid-tightly lined with a sealing steel plate 6. A cylindrical chamber 7 is separately installed in the ground outside the concrete tank, and inside A pump 8 for receiving and discharging petroleum is installed, and the ground and inside of the tank are communicated via piping 10 via the pump 8.
indicates a floating roof that prevents evaporation of the tank contents 2.

第1図Bは、積雪或は多雨地帯用のもので、固
定屋根4を設け、ポンプは液中ポンプ9とし、地
上と配管10を介して連通するようにしてあり、
なお、浮屋根3と固定屋根4との間のガス濃度を
下げるため固定屋根4上に通気室5を設けてあ
る。
FIG. 1B is for use in areas with heavy snowfall or heavy rain; a fixed roof 4 is provided, the pump is a submersible pump 9, and the pump is connected to the ground via piping 10;
Note that a ventilation chamber 5 is provided on the fixed roof 4 in order to reduce the gas concentration between the floating roof 3 and the fixed roof 4.

又、第1図中Cは配管用トンネル14をタンク
底部に到達するように設置し、ポンプ8により配
管10を介して石油類の受入、払出しができるよ
うにしたものである。
Further, C in FIG. 1 shows a piping tunnel 14 installed so as to reach the bottom of the tank, so that the pump 8 can receive and discharge petroleum through the piping 10.

上述の例は、Aのように浮屋根3のみの場合
は、浮屋根に雨水が溜つた時、この雨水の排水が
良好に行われ難い心配があり、又、直射日光を受
けた時、シール鋼板6が熱応力による座屈で凸凹
になる優があるので、Bのように固定屋根4を設
けることが考えられてくるが、屋根を支柱を用い
ないで支えるとなると、ドーム状の屋根となり、
而も大型タンクとなる程ドームの曲率の大きな、
換言すれば屋根の高さの高いものが要求され、特
に積雪地帯などでは使用部材は大きなものが要求
されて来て高価になつてくる。そこでCに示すよ
うに、屋根4′をタンク内部に立設した数多の支
柱11で支えることが考えられるが、屋根4′の
高さを低くできる効果はあつても、大型タンクに
なる程支柱11の数が増し、地震によるタンク内
容液の動揺による支柱11の配置の狂い等による
浮屋根の作動の円滑性、支柱の安全性等になお問
題を残し、スラツジ除去も困難となる欠点があ
り、ポンプについてもBのような液中ポンプは容
量的に大きなものがないため、大型タンクになる
と数台必要となり、保守、点検の点に問題を生
じ、Aのように、タンクと別にポンプを設置する
部屋7を設けるものも、地下式タンクが大型とな
つてこれに応じ、深い部屋7を作らねばならない
場合は、掘削上の問題があり、該部屋7に設けた
ポンプとタンク底部との接続配管の設置も仲々困
難であり、然らば部屋7を水平にあけ、Cのよう
に配置管用トンネル14を設けるものにしようと
しても、例えば、法地のような場所でないと採用
できないと云う、地形的な制約を受ける欠点があ
つた。
In the above example, if there is only floating roof 3 as in A, there is a concern that when rainwater accumulates on the floating roof, it will be difficult to drain the rainwater properly, and when it is exposed to direct sunlight, the seal will be damaged. Since the steel plate 6 tends to become uneven due to buckling due to thermal stress, it is considered to install a fixed roof 4 as shown in B, but if the roof is supported without using supports, it will become a dome-shaped roof. ,
Moreover, the curvature of the dome is large enough to become a large tank.
In other words, a roof with a high height is required, and especially in areas with heavy snowfall, large parts are required and become expensive. Therefore, as shown in C, it may be possible to support the roof 4' with a number of pillars 11 installed inside the tank, but although this has the effect of lowering the height of the roof 4', it is As the number of columns 11 increases, there are still problems with the smooth operation of the floating roof, the safety of the columns, etc. due to misalignment of the columns 11 due to the movement of the liquid in the tank due to earthquakes, and there are disadvantages such as difficulty in removing sludge. As for pumps, submersible pumps like B do not have a large capacity, so if you have a large tank, you will need several units, which causes problems in maintenance and inspection. However, if the underground tank becomes large and a deep chamber 7 has to be created, there are problems with excavation, and the pump installed in the chamber 7 and the bottom of the tank It is also difficult to install the connecting pipes, and even if you try to open the room 7 horizontally and install the tunnel 14 for the pipes as shown in C, it will not be possible to install it unless you are in a place like a legal land, for example. The drawback was that it was subject to topographical constraints.

一方大容量タンクになるとタンク底に堆積する
スラツジの堆積防止措地が一つの問題となり、該
防止装置を唯タンクから支柱を立てて取付けては
スラツジ除去が一層困難になると云う問題も蔵し
ていた。この考案は叙上の固定屋根の建設に対す
る問題点、ポンプ設置に対する問題点及びスラツ
ジの堆積防止に対する問題点を解決することがで
きる石油類貯蔵用地下式タンクを提供するのをそ
の目的とする。
On the other hand, when it comes to large-capacity tanks, measures to prevent sludge from accumulating on the bottom of the tank become a problem, and there is also the problem that if the prevention device is installed only by erecting a support from the tank, it becomes even more difficult to remove the sludge. Ta. The purpose of this invention is to provide an underground tank for storing petroleum products which can solve the above-mentioned problems regarding construction of a fixed roof, problems regarding pump installation, and problems regarding prevention of sludge accumulation.

本考案の要旨は、石油類貯蔵用地下式タンクの
中心に縦型中空室dを立設し、該中空室dの頂部
eは該タンクの固定屋根fの支持部とし、該中空
室dには該タンクの貯蔵石油類の受入、払出用ポ
ンプ室を兼ねさせ、更に該中空室dには、別に、
液循環ポンプpを設置し、該中空室の外壁である
筒状体bの下方よりタンク内に吸引管qを突出開
口させ、この開口を前記ポンプpの吸引側に連通
させ、該筒状体bの下方外周に円弧状管rを、該
筒状体bの外壁より支持体uを出して配設し、該
円弧状管rの一部を前記ポンプpの吐出側に連通
させ、該円弧状管rより該中空室dの中心を中心
として放射状に分岐管sを出し、該分岐管sの端
部、或は途中にノズルtを設けたことを特徴とす
る石油類貯蔵用地下式タンクにある。
The gist of the present invention is that a vertical hollow chamber d is erected in the center of an underground tank for storing petroleum, the top e of the hollow chamber d is a support part of the fixed roof f of the tank, and the hollow chamber d is The hollow chamber d also serves as a pump room for receiving and discharging petroleum stored in the tank.
A liquid circulation pump p is installed, a suction pipe q is opened to protrude into the tank from below the cylindrical body b, which is the outer wall of the hollow chamber, and this opening is communicated with the suction side of the pump p, and the cylindrical body An arcuate tube r is disposed on the lower outer periphery of the cylindrical body b, with a support u protruding from the outer wall of the cylindrical body b, a part of the arcuate tube r is communicated with the discharge side of the pump p, and the circular An underground tank for storing petroleum products, characterized in that a branch pipe s extends radially from the arcuate pipe r around the center of the hollow chamber d, and a nozzle t is provided at the end of the branch pipe s or in the middle thereof. It is in.

第2図に示す一実施例にもとづき、この考案に
係る石油類貯蔵用地下式タンクの構成を詳細に説
明すると、石油類貯蔵用地下式タンクとなるべき
一個の円筒状コンクリート槽aを地下に造り、そ
の中央に同じくコンクリート製筒状体bを立設
し、該コンクリート槽の内壁、底部上面、該筒状
体bの外周をシール鋼板Cで液密に内張りして石
油類を貯蔵できるタンクAに形成し、該筒状体b
の内部を縦型中空室dとし、前記コンクリート槽
baの上縁ba′と筒状体bの頂部eに亘つて固定屋
根fを設置し、前記縦型中空室dの頂部eは固定
屋根fの支持部とし、該中空室dの底部には第3
図に拡大して示したように、タンク内貯蔵石油類
の受入、払出用ポンプgを設置させ、更に該中空
室dには、別に、第5図及び第6図に示すよう
に、液循環ポンプpを設置し、該中空室の外壁で
ある筒状体bの下方よりタンク内に吸引管qを突
出開口させ、この開口を前記ポンプpの吸引側に
連通させ、該筒状体bの下方外周に円弧状管r
を、該筒状体bの外壁より支持体uを出して配設
し、該円弧状管rの一部を前記ポンプpの吐出側
に連通させ、該円弧状管rより該中空室dの中心
を中心として放射状に分岐管sを出し、該分岐管
sの端部、或は途中にノズルtを設けたものであ
る。なお、上記ノズルtは内部を流れる液により
自転するジエツトノズルを用いるとよい。
The structure of the underground tank for storing petroleum products according to the invention will be described in detail based on an embodiment shown in FIG. A tank capable of storing petroleum by erecting a cylindrical body b made of concrete in the center thereof, and lining the inner wall of the concrete tank, the upper surface of the bottom, and the outer periphery of the cylindrical body b with a sealing steel plate C in a liquid-tight manner. A, the cylindrical body b
The inside of is a vertical hollow chamber d, and the concrete tank is
A fixed roof f is installed over the upper edge ba' of ba and the top e of the cylindrical body b, the top e of the vertical hollow chamber d serves as a support for the fixed roof f, and the bottom of the hollow chamber d is Third
As shown in the enlarged figure, a pump g for receiving and discharging petroleum stored in the tank is installed, and a separate pump g for liquid circulation is installed in the hollow chamber d, as shown in FIGS. 5 and 6. A pump p is installed, a suction pipe q is opened to protrude into the tank from below the cylindrical body b, which is the outer wall of the hollow chamber, and this opening is communicated with the suction side of the pump p. Arc-shaped tube r on the lower outer periphery
is disposed with a support U protruding from the outer wall of the cylindrical body b, a part of the arcuate pipe r is communicated with the discharge side of the pump p, and the hollow chamber d is connected to the arcuate pipe r. Branch pipes s extend radially from the center, and nozzles t are provided at the ends or in the middle of the branch pipes s. The nozzle t may preferably be a jet nozzle that rotates on its own axis due to the liquid flowing inside.

なお又、第2図及び第3図中hは前記ポンプg
に連通する、タンク内貯蔵石油類の吸入或は吐出
用管、h′は弁、iは地上の受入、払出設備に連通
する配管、jは浮屋根、kは階段、lは通気室を
夫々示す。なお、この実施例では縦型中空室dを
コンクリート製筒状体bで作つたが、これに限ら
ず鋼板製にしてもよいものとする。なお又、固定
屋根fは第4図に示すように、縦型中空室dの頂
部eに設けたブラケツトmとタンク外周上縁と放
射状に梁nを設け、その上に屋根板f′を張るとよ
い。
Furthermore, h in FIGS. 2 and 3 represents the pump g.
h' is the valve, i is the piping that communicates with the above-ground receiving and discharging equipment, j is the floating roof, k is the stairs, and l is the ventilation room, respectively. show. In this embodiment, the vertical hollow chamber d is made of a concrete cylindrical body b, but it is not limited to this and may be made of a steel plate. Furthermore, as shown in Fig. 4, the fixed roof f consists of a bracket m provided at the top e of the vertical hollow chamber d, a beam n radially extending from the upper edge of the outer periphery of the tank, and a roof plate f' placed on top of the bracket m. Good.

この実施例は叙上のような構成を有するから、
タンク内貯蔵石油類の受入、払出は縦型中空室d
内のポンプgによつて行われ、浮屋根jが設けら
れる場合は、該縦型中空室dの外壁が案内となつ
て昇降し、該縦型中空室dの頂部eは固定屋根f
の中央部の支持部となる。
Since this embodiment has the configuration as described above,
Receiving and discharging petroleum stored in the tank is a vertical hollow chamber d
When a floating roof j is provided, the outer wall of the vertical hollow chamber d is used as a guide to move up and down, and the top e of the vertical hollow chamber d is connected to the fixed roof f.
It becomes the support part of the central part of.

又、該吸引管qよりポンプpにより吸引したタ
ンク底油はポンプを通り加圧され、円弧状管r及
び分岐管sを通つて放射状に別れ、各分岐管sに
設けた複数個のノズルtより噴射し、略タンク底
全面を貯蔵液が覆つて移動するのでスラツジの堆
積を防止することができる而も、このようなスラ
ツジの堆積防止装置は縦型中空室の存在によりタ
ンク底に支柱等を立設することなく設置できるか
ら、スラツジの溜るような箇所を全く作らない。
Also, the tank bottom oil sucked by the pump p from the suction pipe q is pressurized through the pump, separated radially through an arcuate pipe r and a branch pipe s, and is then separated radially through a plurality of nozzles t provided in each branch pipe s. Since the stored liquid moves and covers almost the entire bottom of the tank, it is possible to prevent sludge from accumulating. Since it can be installed without having to stand upright, there is no place where sludge can accumulate.

この考案は叙上のような構成、作用を有し、タ
ンク中央に太い支柱に相当する縦型中空室dがあ
るので、固定屋根を建設するのに作業が容易とな
り、又、スパンがドーム状屋根に比し極めて短か
くなるので屋根廻りの資材は軽量のもので済み、
而も屋根は低く作ることが可能であり、受入、拡
出用ポンプを設置するのに、第1図Aのように、
タンクに並んで深い縦孔等を掘る必要もなく、ポ
ンプ、これに附属する弁等の管理、操作が極めて
楽となり、建設費は低廉となり、工期は短縮で
き、操業、管理が極めて容易となる効果を有する
のみならず、タンクの中心を中心とした円弧状管
をタンク底に支柱を立てることなく該筒状体bの
外壁に取付け該円弧状管から放射状に出ている分
岐管のノズルから貯蔵液を噴射するので、タンク
底全面を覆つて貯蔵液が移動し而もスラツジの溜
り場所を作らないのでスラツジの堆積防止を略完
壁に行うことができる効果がある。
This device has the structure and function described above, and has a vertical hollow chamber d in the center of the tank that corresponds to a thick support, which makes it easier to construct a fixed roof, and also allows the span to be shaped like a dome. Since it is extremely short compared to the roof, the materials around the roof can be lightweight.
However, the roof can be made low, and in order to install the intake and expansion pumps, as shown in Figure 1A,
There is no need to dig deep vertical holes in line with the tank, making management and operation of the pump and associated valves extremely easy, reducing construction costs, shortening the construction period, and making operation and management extremely easy. Not only is it effective, but also an arcuate tube centered at the center of the tank is attached to the outer wall of the cylindrical body b without erecting a support on the bottom of the tank, and from the nozzle of the branch pipe radiating out from the arcuate tube. Since the stored liquid is injected, the stored liquid moves to cover the entire bottom of the tank and does not create a place where sludge accumulates, which has the effect of almost completely preventing the accumulation of sludge.

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

第1図は従来提案されている代表的石油類貯蔵
用地下タンクの縦断面図、第2図はこの考案にか
かる石油類貯蔵用地下タンクのスラツジ堆積防止
装置を除いた一実施例の縦断面図、第3図は縦型
中空室の底部の拡大縦断面図、第4図は縦型中空
室の縦断面図、第5図はスラツジ堆積防止装置を
附設した状態の縦断正面図、第6図は横断平面図
を夫々示し、bは筒状体、dは縦型中空室、eは
その頂部、fは固定屋根、pは液循環ポンプ、q
は吸引管、rは円弧状管、sは分岐管、tはノズ
ルを夫々示す。
Fig. 1 is a vertical cross-sectional view of a typical underground tank for petroleum storage proposed in the past, and Fig. 2 is a longitudinal cross-section of an embodiment of the underground tank for petroleum storage according to this invention, excluding the sludge accumulation prevention device. Figure 3 is an enlarged longitudinal sectional view of the bottom of the vertical hollow chamber, Fig. 4 is a longitudinal sectional view of the vertical hollow chamber, Fig. 5 is a longitudinal sectional front view with the sludge accumulation prevention device attached, and Fig. 6 is a longitudinal sectional view of the bottom of the vertical hollow chamber. Each figure shows a cross-sectional plan view, b is a cylindrical body, d is a vertical hollow chamber, e is its top, f is a fixed roof, p is a liquid circulation pump, q
denotes a suction tube, r denotes an arcuate tube, s denotes a branch tube, and t denotes a nozzle.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 石油類貯蔵用地下式タンクの中心に縦型中空室
dを立設し、該中空室dの頂部eは該タンクの固
定屋根fの支持部とし、該中空室dには該タンク
の貯蔵石油類の受入、払出用ポンプ室を兼ねさ
せ、更に該中空室dには、別に、液循環ポンプp
を設置し、該中空室の外壁である筒状体bの下方
よりタンク内に吸引管qを突出開口させ、この開
口を前記ポンプpの吸引側に連通させ、該筒状体
bの下方外周に円弧状管rを、該筒状体bの外壁
より支持体uを出して配設し、該円弧状管rの一
部を前記ポンプpの吐出側に連通させ、該円弧状
管rより該中空室dの中心を中心として放射状に
分岐管sを出し、該分岐管sの端部、或は途中に
ノズルtを設けたことを特徴とする石油類貯蔵用
地下式タンク。
A vertical hollow chamber d is erected in the center of an underground tank for storing petroleum, the top e of the hollow chamber d serves as a support for the fixed roof f of the tank, and the hollow chamber d is used for storing oil stored in the tank. The hollow chamber d also serves as a pump chamber for receiving and discharging liquids.
A suction pipe q is opened to protrude into the tank from below the cylindrical body b, which is the outer wall of the hollow chamber, and this opening is communicated with the suction side of the pump p. An arcuate tube r is disposed with a support U extending from the outer wall of the cylindrical body b, a part of the arcuate tube r is communicated with the discharge side of the pump p, and a part of the arcuate tube r is connected to the discharge side of the pump p. An underground tank for storing petroleum products, characterized in that branch pipes s extend radially from the center of the hollow chamber d, and a nozzle t is provided at the end or in the middle of the branch pipe s.
JP9580383U 1983-06-23 1983-06-23 Underground tank for petroleum storage Granted JPS5935391U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9580383U JPS5935391U (en) 1983-06-23 1983-06-23 Underground tank for petroleum storage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9580383U JPS5935391U (en) 1983-06-23 1983-06-23 Underground tank for petroleum storage

Publications (2)

Publication Number Publication Date
JPS5935391U JPS5935391U (en) 1984-03-05
JPS6315185Y2 true JPS6315185Y2 (en) 1988-04-27

Family

ID=30228612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9580383U Granted JPS5935391U (en) 1983-06-23 1983-06-23 Underground tank for petroleum storage

Country Status (1)

Country Link
JP (1) JPS5935391U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3338011B2 (en) * 1999-12-09 2002-10-28 三井建設株式会社 Temporary roof structure of tank

Also Published As

Publication number Publication date
JPS5935391U (en) 1984-03-05

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