JPS63172092A - Earthquake-proof tank - Google Patents
Earthquake-proof tankInfo
- Publication number
- JPS63172092A JPS63172092A JP62003074A JP307487A JPS63172092A JP S63172092 A JPS63172092 A JP S63172092A JP 62003074 A JP62003074 A JP 62003074A JP 307487 A JP307487 A JP 307487A JP S63172092 A JPS63172092 A JP S63172092A
- Authority
- JP
- Japan
- Prior art keywords
- tank body
- tank
- earthquake
- damping
- contained liquid
- 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.)
- Pending
Links
- 239000007788 liquid Substances 0.000 claims abstract description 21
- 238000013016 damping Methods 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 abstract description 3
- 239000011148 porous material Substances 0.000 abstract description 2
- 230000002238 attenuated effect Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/52—Anti-slosh devices
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
(a)、産業上の利用分野
本発明は、地震時におけるタンク内容液の揺動を抑えろ
ことの出来ろ開展タンクに関する。DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention relates to an expandable tank capable of suppressing fluctuations of liquid in the tank during an earthquake.
(b)1発明が解決しようとする問題点石油等を貯蔵す
るタンク等においては、地震時には該タンク内の内容液
が大きく揺動して、タンク外に溢れ出る恐れが有り、何
らかの有効な対策が求められていた。(b) 1. Problems to be solved by the invention In tanks for storing oil, etc., during an earthquake, the liquid inside the tank may shake greatly and overflow outside the tank, so some effective countermeasures are needed. was required.
本発明は、上記した事情に鑑み、地震時においても、内
容液の揺動を効果的に抑えろことの出来る開展タンクを
提供することを目的とするものである。SUMMARY OF THE INVENTION In view of the above-mentioned circumstances, it is an object of the present invention to provide an expansion tank that can effectively suppress fluctuations of the liquid contained therein even during an earthquake.
(C)0問題点を解決するための手段
即ち、本発明は、内容液(5)を貯溜するタンク本体(
2)を有し、該タンク本体(2)内に減衰板(3)を設
置して構成されろ。(C) Means for solving the zero problem, that is, the present invention provides a tank body (5) for storing the liquid content (5).
2), and a damping plate (3) is installed inside the tank body (2).
なお、括弧内の番号等は、図面における対応する要素を
示す、便宜的なものであり、従って、本記述は図面上の
記載に限定拘束されるものではない。息下のr (di
、作用」の欄についても同様である。Note that the numbers in parentheses are for convenience and indicate corresponding elements in the drawings, and therefore, this description is not limited to the descriptions on the drawings. r under breath (di
The same applies to the column ``, action''.
(d)6作用
上記した構成により、本発明は、地震時において内容液
(5)に生じる揺動は、減衰板(3)により減衰されろ
ように作用する。(d) 6 Effects With the above-described configuration, the present invention acts so that the vibrations that occur in the liquid content (5) during an earthquake are attenuated by the damping plate (3).
(e)、実施例 息下、本発明の実施例を図面に基づき説明すろ。(e), Example Embodiments of the present invention will now be described based on the drawings.
第1図は本発明による制置タンクの一実施例を示す平面
図、
第2図は第1図の正断面図、
第3図は本発明の別の実施例を示す平面図、第4図は第
3図の正断面図である。FIG. 1 is a plan view showing one embodiment of a stationary tank according to the present invention, FIG. 2 is a front sectional view of FIG. 1, FIG. 3 is a plan view showing another embodiment of the present invention, and FIG. is a front sectional view of FIG. 3;
制置タンク1は、第1図に示すように、平面形状が長方
形のタンク本体2を有しており、タンク本体2の内側に
は、不燃性を有するメツシュ状材料又は多孔性材料から
なる減衰板3が、互いに直交する水平2方向に交叉する
形で設置されている。減衰板3の高さHは、第2図に示
すように、タンク本体2の中央部で低く、周辺部で高い
構造となっ”Cおり、更にタンク本体2内には石油等の
内容液5が貯溜されている。As shown in FIG. 1, the stationary tank 1 has a tank body 2 with a rectangular planar shape, and inside the tank body 2 there is a damping material made of a nonflammable mesh material or a porous material. The plates 3 are installed so as to intersect in two horizontal directions that are perpendicular to each other. As shown in Fig. 2, the height H of the damping plate 3 is low at the center of the tank body 2 and high at the periphery. is stored.
制置タンク1は、以上のような構成を有するので、地震
に際しては、タンク本体2が揺れると、該タンク本体2
内の内容液5も、第2図に示すように、減衰板3を内容
液5が通過する形で、揺動する。しかし、内容液5が減
衰板3を通過すると、減衰板3から抵抗力を受けて、内
容液5の揺動エネルギの一部は該抵抗エネルギとして消
耗される。Since the stationary tank 1 has the above configuration, when the tank body 2 shakes during an earthquake, the tank body 2
As shown in FIG. 2, the liquid content 5 inside also oscillates in such a manner that the liquid content 5 passes through the damping plate 3. However, when the content liquid 5 passes through the damping plate 3, it receives a resistance force from the damping plate 3, and a part of the swinging energy of the content liquid 5 is consumed as the resistance energy.
その結果、内容液5は徐々にその揺動が減衰されて、タ
ンク本体2内から外部に溢れ出ることが未然に防止され
ろ。As a result, the fluctuation of the content liquid 5 is gradually attenuated, and overflowing from the inside of the tank body 2 to the outside is prevented.
なお、上述の実施例は、タンク本体2の形状が、長方形
の平面形状を有する場合について述べたが、タンク本体
2の形状は、長方形に限らず任意であり、例えば、第3
図及び第4図に示すように、円形の平面形状を有する形
に形成することも当然可能である。In addition, although the above-mentioned example described the case where the shape of the tank main body 2 has a rectangular planar shape, the shape of the tank main body 2 is not limited to a rectangle but can be any shape.
As shown in the figures and FIG. 4, it is of course possible to form it into a circular planar shape.
更に、減衰板3の設置態様も任意であり、第1図及び第
3図に示す水平に直行する方向に設置する他に、タンク
本体2の中央部CTから放射状に設置することも可能で
ある。Furthermore, the manner in which the damping plate 3 is installed is arbitrary, and in addition to being installed in a direction perpendicular to the horizontal direction shown in FIGS. 1 and 3, it is also possible to install it radially from the center CT of the tank body 2. .
(f)0発明の詳細
な説明したように、本発明によれば、内容液5を貯溜す
るタンク本体2を有し、該タンク本体2内に減衰板3を
設置して構成したので、地震時において内容液5に生じ
る揺動は、減衰板3により効果的に減衰され、内容液5
がタンク外に溢れ出てしまう事態の発生を未然に防止す
ることが出来る。(f) 0 As described in detail, according to the present invention, the tank body 2 for storing the liquid content 5 is provided, and the damping plate 3 is installed inside the tank body 2, so that earthquakes occur. The vibrations that occur in the content liquid 5 at times are effectively damped by the damping plate 3, and the content liquid 5
It is possible to prevent the occurrence of a situation where the water overflows out of the tank.
第1図は本発明による制置タンクの一実施例を示す平面
図、
第2図は第1図の正断面図、
第3図は本発明の別の実施例を示す平面図、第4図は第
3図の正断面図。
1・ ・・制置タンク
2・・・・・タンク本体
3・・・・減衰板
5・・内容液
出願人 三井建設株式会社
代理人 弁理士 相1)伸ニ
第1図 第2図
第3図 第4図FIG. 1 is a plan view showing one embodiment of a stationary tank according to the present invention, FIG. 2 is a front sectional view of FIG. 1, FIG. 3 is a plan view showing another embodiment of the present invention, and FIG. is a front sectional view of FIG. 1. Installation tank 2...Tank body 3...Attenuation plate 5...Content liquid Applicant Mitsui Construction Co., Ltd. Agent Patent attorney Phase 1) Extension Figure 1 Figure 2 Figure 3 Figure 4
Claims (1)
。[Scope of Claims] A vibration damping tank comprising a tank body for storing a liquid content, and a damping plate installed inside the tank body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62003074A JPS63172092A (en) | 1987-01-09 | 1987-01-09 | Earthquake-proof tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62003074A JPS63172092A (en) | 1987-01-09 | 1987-01-09 | Earthquake-proof tank |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63172092A true JPS63172092A (en) | 1988-07-15 |
Family
ID=11547192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62003074A Pending JPS63172092A (en) | 1987-01-09 | 1987-01-09 | Earthquake-proof tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63172092A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007253969A (en) * | 2006-03-22 | 2007-10-04 | Nishimatsu Constr Co Ltd | Sloshing restraining member |
CN106939965A (en) * | 2017-04-10 | 2017-07-11 | 广州大学 | A kind of storage tank anti-shake damping device |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS49105224A (en) * | 1973-01-31 | 1974-10-04 | ||
JPS5137612B2 (en) * | 1971-09-17 | 1976-10-16 | ||
JPS54144597A (en) * | 1978-05-02 | 1979-11-10 | Toshiba Corp | Radioactive liquid storage pool |
JPS56106785A (en) * | 1980-01-31 | 1981-08-25 | Nippon Kokan Kk | Method of preventing oscillation of liquid surface of liquid stored in tank |
JPS5916898B2 (en) * | 1980-01-07 | 1984-04-18 | 松下電工株式会社 | Automatic assembly method |
-
1987
- 1987-01-09 JP JP62003074A patent/JPS63172092A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5137612B2 (en) * | 1971-09-17 | 1976-10-16 | ||
JPS49105224A (en) * | 1973-01-31 | 1974-10-04 | ||
JPS54144597A (en) * | 1978-05-02 | 1979-11-10 | Toshiba Corp | Radioactive liquid storage pool |
JPS5916898B2 (en) * | 1980-01-07 | 1984-04-18 | 松下電工株式会社 | Automatic assembly method |
JPS56106785A (en) * | 1980-01-31 | 1981-08-25 | Nippon Kokan Kk | Method of preventing oscillation of liquid surface of liquid stored in tank |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007253969A (en) * | 2006-03-22 | 2007-10-04 | Nishimatsu Constr Co Ltd | Sloshing restraining member |
CN106939965A (en) * | 2017-04-10 | 2017-07-11 | 广州大学 | A kind of storage tank anti-shake damping device |
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