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JPH0375432B2 - - Google Patents
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JPH0375432B2 - - Google Patents

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Publication number
JPH0375432B2
JPH0375432B2 JP58017952A JP1795283A JPH0375432B2 JP H0375432 B2 JPH0375432 B2 JP H0375432B2 JP 58017952 A JP58017952 A JP 58017952A JP 1795283 A JP1795283 A JP 1795283A JP H0375432 B2 JPH0375432 B2 JP H0375432B2
Authority
JP
Japan
Prior art keywords
liquid
floating roof
storage chamber
amount
thin tube
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
JP58017952A
Other languages
Japanese (ja)
Other versions
JPS59142978A (en
Inventor
Yutaka Shibata
Akira Nishimura
Kosuke Takano
Seiichi Kurakata
Takaharu Akamatsu
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.)
Kajima Corp
Sumitomo Electric Industries Ltd
Original Assignee
Kajima Corp
Sumitomo Electric Industries Ltd
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 Kajima Corp, Sumitomo Electric Industries Ltd filed Critical Kajima Corp
Priority to JP58017952A priority Critical patent/JPS59142978A/en
Publication of JPS59142978A publication Critical patent/JPS59142978A/en
Publication of JPH0375432B2 publication Critical patent/JPH0375432B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は浮屋根式の液体タンク詳しくは貯蔵し
たい最大貯蔵量の異なる2液特に2液が石油製品
である液体タンクの安全装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a floating roof type liquid tank, and more particularly, to a safety device for a liquid tank that stores two liquids having different maximum storage amounts, particularly where the two liquids are petroleum products. be.

(従来の技術) 異なる液体同志を貯蔵できる液体タンクが種々
提案されている。その中に、浮屋根1を有するあ
る液B用の液体タンクにおいて、浮屋根下側に可
撓性膜材料よりなる仕切膜(以下隔膜と略記)6
を取付け、浮屋根の下部デツキ板3、下部デツキ
板から下方におろした仕切板4、及び隔膜6によ
つて囲まれる空間を他の液A用の新たな貯室とす
る構造のものがある。
(Prior Art) Various liquid tanks capable of storing different liquids have been proposed. Among them, in a liquid tank for liquid B having a floating roof 1, a partition membrane (hereinafter abbreviated as diaphragm) 6 made of a flexible membrane material is provided on the lower side of the floating roof.
There is a structure in which the space surrounded by the lower deck plate 3 of the floating roof, the partition plate 4 lowered downward from the lower deck plate, and the diaphragm 6 is used as a new storage chamber for other liquid A. .

第1図にその1例を示し、図aは該浮屋根を下
側、すなわち他の液A8用の上記の新たな貯室5
側からみた図である。図bは図aのAA′断面を示
し、貯室5の中は他の液A8、外にはある液B9
がある状況を示す。普通液Aの比重は液Bの比重
より小さい。各貯室5の配置ならびに各貯室5中
の液Aの量の配分は該浮屋根のバランスが崩れて
傾かないようにする。図cは隔膜6そのものを示
し、隔膜の外周はその取付ライン7を示す。図d
は該隔膜6の動きを示す6(M−(0)は液A用
貯室5が貯室5が実質的に空のとき、6(M
(v))は液A用貯室5の液A量がvのとき、6
(M(1))は液A用貯室5の液A量が設計満杯の
ときを示している。なお第1図中2は浮屋根の上
部デツキ板である。
An example is shown in FIG.
This is a diagram seen from the side. Figure b shows the cross section AA' in Figure a, with another liquid A8 inside the storage chamber 5 and a liquid B9 outside.
indicates a situation. Normally, the specific gravity of liquid A is smaller than that of liquid B. The arrangement of each storage chamber 5 and the distribution of the amount of liquid A in each storage chamber 5 are such that the floating roof does not become unbalanced and tilted. Figure c shows the diaphragm 6 itself, and the outer circumference of the diaphragm shows its attachment line 7. Figure d
6(M-(0) indicates the movement of the diaphragm 6 when the storage chamber 5 for liquid A is substantially empty.
(v)) is 6 when the amount of liquid A in the liquid A storage chamber 5 is v.
(M(1)) indicates when the amount of liquid A in the storage chamber 5 for liquid A is full to the designed level. Note that 2 in Figure 1 is the upper deck board of the floating roof.

(発明が解決しようとする課題) 以上のような構造において問題点は液Aの貯蔵
量の把握が実際上流量計によるほかないという点
にある。このことから流量計による液Aの量の把
握が不調の場合、特に注入時設計した満杯量を超
過するおそれがある。超過すると隔膜には過大な
張力がかかり、なおも注入しつづけると最悪の場
合隔膜仕切板などの破壊に至る。
(Problems to be Solved by the Invention) The problem with the structure described above is that the amount of liquid A stored can actually be ascertained only by a flowmeter. For this reason, if the amount of liquid A is not properly grasped by the flowmeter, there is a risk that the full amount will exceed the designed full amount at the time of injection. If the amount is exceeded, excessive tension will be applied to the diaphragm, and if injection continues, in the worst case, the diaphragm partition plate etc. will be destroyed.

上記に鑑み本発明はこれらの問題点を解消する
ため開発されたものである。
In view of the above, the present invention was developed to solve these problems.

(課題を解決するための手段) 即ち本発明の浮屋根式液体タンクの安全装置
は、浮屋根を有するある液B用の液体タンクの浮
屋根の下側に少くとも可撓性膜よりなる仕切を用
いて他の液A用の新な貯室を構成する液体タンク
に於いて、一端が他の液Aの貯室に開口し、他端
がある液Bの液面より高く保つてある液Bに向か
つて開口しており、他の液Aがその中を通つてあ
る液Bの方に流れこむことを可能にした細管と、
該細管中に他の液Aの液面が予め設定した位置を
通過するとそれを検知し他の液Aの注入ポンプを
停止させる信号を送る該細管に付随する液面検知
器及び信号伝送路とを備えることを特徴とするも
のである。
(Means for Solving the Problem) That is, the safety device for a floating roof type liquid tank of the present invention includes a partition made of at least a flexible membrane on the underside of the floating roof of a certain liquid B liquid tank having a floating roof. In a liquid tank that forms a new storage chamber for another liquid A using a thin tube that is open towards B and allows another liquid A to flow through it towards a certain liquid B;
A liquid level detector and a signal transmission line attached to the thin tube that detect when the liquid level of another liquid A passes a preset position in the thin tube and send a signal to stop the injection pump of the other liquid A; It is characterized by having the following.

(作用) 第2図に示す様に他の液A用貯室5に一端が開
口した細管12を上方に向かつて立て、適当な高
さで曲げ、他端をある液Bの液面11より高く保
ちながら液Bに向かつて開口させておく、但し該
他端は小さい力で開く蓋を有しておいてもよい。
(Function) As shown in Fig. 2, a thin tube 12 with one end opened in another liquid A storage chamber 5 is erected upward, bent at an appropriate height, and the other end is placed above the liquid level 11 of a certain liquid B. The cap is kept open toward the liquid B while being kept high, but the other end may have a lid that opens with a small force.

通常該細管内には液圧の関係を満たしながらわ
ずかな量の液Aがある高さまで入つている。
Normally, a small amount of liquid A is contained within the tube to a certain height while satisfying the relationship of hydraulic pressure.

該細管は液面検知器13を有しており、該細管
内の液Aが予め設定した高さを越えるとそれを検
知し信号を液Aのポンプに伝送し、ポンプを停止
させることができるようになつている。予め設定
した高さとは液Aが設定した満杯量を超過するま
では液Aが達しない高さであり超過という異常時
に達する高さである。通常予め設定する高さは該
細管の曲がり部の下方に位置する。このため液A
が設計した満杯量を超過すると該細管内の液Aの
液面10が上昇し、まず予め設定した高さを過ぎ
るとき液面検知器13がそれを検知して作動し、
次いで信号を伝送路を通して送りポンプを停止さ
せる。但し若干の時間遅れ等の誤差による液Aの
超過分は、該細管の曲がり部を通過し、液B側に
流入する。もちろん前提として液Aと液Bは混合
しても異常な反応等は生じないものとする。なお
14は信号伝送路である。
The capillary has a liquid level detector 13, which detects when the liquid A in the capillary exceeds a preset height and transmits a signal to the liquid A pump to stop the pump. It's becoming like that. The preset height is a height that the liquid A does not reach until it exceeds the set full amount, and is a height that the liquid A reaches in the event of an abnormality of exceeding the amount. Usually the preset height is located below the bend of the capillary. Therefore, liquid A
When exceeds the designed full amount, the liquid level 10 of the liquid A in the capillary rises, and first, when it passes a preset height, the liquid level detector 13 detects this and is activated,
A signal is then sent through the transmission line to stop the pump. However, an excess amount of liquid A due to an error such as a slight time delay passes through the bent portion of the thin tube and flows into the liquid B side. Of course, it is assumed that no abnormal reaction will occur even if liquid A and liquid B are mixed. Note that 14 is a signal transmission path.

さて第2図に即して更に詳細に説明する。他の
液A用貯室5が実質的に空のとき、隔膜は6(M
(0))、液Bの液面は11(H(0))、該細管内液
Aの液面は10(h(0)である。液Aの注入速
度は液Aの該細管内の液面高さ10(h(v)が
液面検知器の作動する予め設定した高さ10(h)を
越えない範囲とされる。液A用貯室5が設計した
満杯量になると通常液A用のポンプは停止し隔膜
は6(M(1))、液B液面は11H(1))、液A液
面は10(h(1))になる。
Now, a more detailed explanation will be given with reference to FIG. When the other liquid A storage chamber 5 is substantially empty, the diaphragm is 6 (M
(0)), the liquid level of liquid B is 11 (H(0)), and the liquid level of liquid A in the capillary is 10 (h(0)).The injection rate of liquid A is The liquid level height 10 (h (v) is a range that does not exceed the preset height 10 (h) at which the liquid level detector operates. When the liquid A storage chamber 5 reaches the designed full level, the normal liquid The pump for A stops, the diaphragm becomes 6 (M(1)), the liquid level of liquid B becomes 11H(1)), and the liquid level of liquid A becomes 10 (h(1)).

ところが貯蔵量の把握が不調でなおも注入し続
けると、貯室5の圧力が急に高くなりはじめ、該
細管内の液Aの液面も急上昇する。
However, if the stored amount is not properly grasped and the injection continues, the pressure in the storage chamber 5 suddenly begins to rise, and the liquid level of the liquid A in the thin tube also rises rapidly.

しかし、液Aの液面10(h(v))が10(h)に
来ると液面検知器が検知して作動し信号が伝送さ
れ液A用のポンプは停止する。時間遅れ等の誤差
によるなお若干の液Aの超過量は該細管を通じ液
B側に注ぎこむことができる。なお、第2図中1
4は信号伝送路である。
However, when the liquid level 10 (h(v)) of liquid A reaches 10(h), the liquid level detector detects and operates, a signal is transmitted, and the pump for liquid A stops. A slight excess amount of liquid A due to errors such as time delays can be poured into the liquid B side through the thin tube. In addition, 1 in Figure 2
4 is a signal transmission path.

(実施例) 第2図の安全装置においてその安全性をより高
めるためには、液面検出器、信号伝送路を光学系
にし、防爆タイプとすることが石油タンク等では
有効である。この安全装置の一例を第3図に示
す。液Aの注入量が設定高さ10(h)を越えると浮
子式光遮断器13aがそれまでは光が通じていた
信号伝送路を遮断する。それを信号として液Aの
ポンプを停止させる。なお第3図中、14aは光
フアイバー(送光)、14bは光フアイバー(受
光)、14cは光、14dは発光部、14eは受
光部であり、その他第2図と同一符号は同一部位
を示している。
(Example) In order to further enhance the safety of the safety device shown in FIG. 2, it is effective for oil tanks and the like to use an optical system for the liquid level detector and the signal transmission line, and to use an explosion-proof type. An example of this safety device is shown in FIG. When the injection amount of liquid A exceeds a set height of 10 (h), the float type optical interrupter 13a interrupts the signal transmission path through which light had passed until then. This is used as a signal to stop the liquid A pump. In Fig. 3, 14a is an optical fiber (light transmitting), 14b is an optical fiber (light receiving), 14c is a light, 14d is a light emitting part, 14e is a light receiving part, and the same symbols as in Fig. 2 refer to the same parts. It shows.

なお以上における各液面高さとは、浮屋根全体
が液Bの量で上下するためタンク床面基準でなく
浮屋根(浮屋根の下部デツキ板)を基準に考える
ものとする。参考のため、最も単純な系でモデル
設計してみる。
Note that each liquid level height mentioned above is considered based on the floating roof (lower deck board of the floating roof), not the tank floor level, because the entire floating roof moves up and down depending on the amount of liquid B. For reference, let's design a model using the simplest system.

第4図は浮屋根の中央の下に液A用貯室5を1
基設けたものである。なおこの例では浮屋根が広
いので安全装置の細管の他端は浮屋根を貫通させ
液Bに向かつて開口させている。今、次のように
仮定する。
Figure 4 shows a storage chamber 5 for liquid A under the center of the floating roof.
This is based on the following. In this example, since the floating roof is wide, the other end of the thin tube of the safety device passes through the floating roof and opens toward the liquid B. Now, assume the following.

(1) 浮屋根、仕切板、隔膜、安全装置の合計重量
M (2) 浮屋根は上からみた面積がS(高さ方向一定) (3) 液A用貯室は上からみた面積がZ(高さ方向
一定) (4) 仕切板、隔膜の厚さは薄く、その体積は浮屋
根の液B中に浸つている体積に比較し無視しう
る。
(1) Total weight of the floating roof, partition plate, diaphragm, and safety device M (2) The area of the floating roof viewed from above is S (constant in the height direction) (3) The area of the storage chamber for liquid A is Z when viewed from above (Constant height direction) (4) The thickness of the partition plate and diaphragm is thin, and their volume can be ignored compared to the volume of the floating roof immersed in liquid B.

(5) 液Aの比重ρA、液Bの比重ρBでρAはρBより小 (6) 液Bの液面は常に上部、下部デツキ板の間に
あるものとする。
(5) Specific gravity ρ A of liquid A, specific gravity ρ B of liquid B, and ρ A is smaller than ρ B. (6) The liquid level of liquid B is always assumed to be between the upper and lower deck plates.

(7) 隔膜は液Aと液Bを水平に分離している。ま
た間膜(又は貯室5)は細長く、長さ方向の両
端の端の影響は無視できる。
(7) The diaphragm separates liquid A and liquid B horizontally. In addition, the intermembrane (or storage chamber 5) is long and narrow, and the influence of the ends at both ends in the length direction can be ignored.

なお、各液面の高さはその基準を下部デツキ板
下面にとる。
The height of each liquid level is based on the lower surface of the lower deck board.

浮力と液圧の関係より M=SH(0)ρB M+vρA={SH(v))+v}ρB h(0)ρA=H0ρB {h(v)+v/Z}ρA={H(v)+v/Z}ρB 液Bの高さH(v)は H(v)=H0−ρB−ρA/ρB・v/S 液Aの高さh(v)は h(v)=ρB/ρAH0+ρB−ρA/ρA・S−Z/SZ
v 即ち液Bの液面は液Aの注入量の増加とともに
直線的に下がる(逆にいえば浮屋根は上がる))。
From the relationship between buoyancy and liquid pressure, M=SH(0)ρ B M+vρ A = {SH(v))+v}ρ B h(0)ρ A =H 0 ρ B {h(v)+v/Z}ρ A ={H(v)+v/Z}ρ BHeight H(v) of liquid B is H(v)=H 0 −ρ B −ρ AB・v/S Height h(v) of liquid A ) is h(v)=ρ BA H 0B −ρ AA・S−Z/SZ
v That is, the liquid level of liquid B falls linearly as the injection amount of liquid A increases (in other words, the floating roof rises)).

液Aの細管内の液面は液Aの注入量の増加とと
もに高くなつていく。以上の状況を第5図に示
す。設計した満杯量を超過すると液Aの液面は急
に上昇する。液面検知計の作動する高さ10(h)は
10(h(1))より高い位置にもつてくるが、こ
れには隔膜強度等を考慮してきめればよい。
The level of liquid A in the thin tube becomes higher as the amount of liquid A injected increases. The above situation is shown in Figure 5. When the designed full amount is exceeded, the liquid level of liquid A rises suddenly. The height 10 (h) at which the liquid level detector operates can be set higher than 10 (h (1)), but this can be determined by considering the strength of the diaphragm, etc.

以上本発明の説明に於いて、通常第1図のよう
な液体タンクにおいては液Aの比重が液Bの比重
より小さいが、それなりの強度を隔膜等にもたせ
れば比重が逆転してもよい。その場合も安全装置
は適用できる。又浮屋根下部デツキ板下側の隔膜
の設け方は第6図a,b,cに例示する様な手段
がある。
In the above description of the present invention, the specific gravity of liquid A is normally smaller than the specific gravity of liquid B in a liquid tank as shown in Figure 1, but the specific gravity may be reversed if a certain degree of strength is provided to the diaphragm, etc. . Safety devices can also be applied in that case. Further, there are methods of providing a diaphragm under the lower deck board of the floating roof as illustrated in FIGS. 6a, b, and c.

(発明の効果) 以上の様な本発明の浮屋根式液体タンクの安全
装置によると (1) 液Aの過剰注入が妨げる。
(Effects of the Invention) According to the safety device for the floating roof type liquid tank of the present invention as described above, (1) Excessive injection of liquid A is prevented.

(2) (1)により隔膜や仕切板に過大な力がかかるの
を防げる。従つてシステム上安全である。
(2) (1) prevents excessive force from being applied to the diaphragm or partition plate. Therefore, it is systemically safe.

(3) 細管は貯室Aのガス抜きにも兼用できる。(3) The thin tube can also be used to vent gas from storage chamber A.

というメリツトがある。There are advantages to this.

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

第1図は異なる2液貯蔵用浮屋根式液体タンク
の説明図で図aは新な貯室側から見た平面図、図
bは図aのA−A′断面図、図cは隔膜の斜視図、
図dは隔膜の変位する状況を説明する図、第2図
は第1図に用いる本発明の浮屋根式タンクの安全
装置を説明する図、第3図は第2図の液面検知器
の詳細例図、第4図は本発明の安全装置モデル設
計を説明する図、第5図は第4図のモデル設計の
結果を示す液A量と液面高さの関係図、第6図
a,b,cは共に本発明に於ける隔膜の設け方を
説明する図を夫々例示している。 1……浮屋根、2……浮屋根の上部デツキ板、
3……浮屋根の下部デツキ板、4……仕切板、5
……液A用貯室、6……仕切膜(隔膜)、6(M
(0))……貯室Aが実質的に空のとき、6(M
(v))……貯室Aの液A量がvのとき、6(M
(1))……貯室Aの液A量が設計満杯のとき、7
……仕切膜の外周(取付ライン)、8……液A、
9……液B、10……液Aの細管内液面、10
(h(0))……貯室Aが実質的に空のとき、10
(h(v))……貯室Aの液A量がvのとき、10
(h)……液面検知器が作動するとき、10(h)(1)
……液面検知器が設計満杯のとき、11……液B
の液面、11(H(0))……貯室Aが実質的に空
のとき、11(H(v)……貯室Aの液A量がv
のとき、11(H(1))……貯室Aの液A量が設
計満杯のとき、12……細管、13……液面検知
器、13a……浮子式光遮断器、14……信号伝
送路、14a……光フアイバー(送光)、14b
……光フアイバー(受光)、14c……光、14
d……発光部、14e……受光部。
Figure 1 is an explanatory diagram of a different floating roof type liquid tank for storing two liquids. Figure a is a plan view seen from the new storage chamber side, Figure b is a cross-sectional view taken along line A-A' in Figure a, and Figure c is a diagram of the diaphragm. Perspective view,
Figure d is a diagram explaining the situation in which the diaphragm is displaced, Figure 2 is a diagram explaining the safety device of the floating roof tank of the present invention used in Figure 1, and Figure 3 is a diagram of the liquid level detector of Figure 2. Detailed example diagram, Figure 4 is a diagram explaining the safety device model design of the present invention, Figure 5 is a relationship diagram between the amount of liquid A and the liquid level height showing the result of the model design in Figure 4, Figure 6 a , b, and c are diagrams each illustrating how to provide a diaphragm in the present invention. 1... Floating roof, 2... Upper deck board of floating roof,
3... Lower deck board of floating roof, 4... Partition plate, 5
... Storage chamber for liquid A, 6 ... Partition membrane (diaphragm), 6 (M
(0))...When storage chamber A is substantially empty, 6(M
(v))...When the amount of liquid A in storage chamber A is v, 6(M
(1))...When the amount of liquid A in storage chamber A is full to the design, 7
...Outer circumference of partition membrane (installation line), 8...Liquid A,
9...Liquid B, 10...Liquid level in the capillary of liquid A, 10
(h(0))...When storage chamber A is substantially empty, 10
(h(v))...When the amount of liquid A in storage chamber A is v, 10
(h)...When the liquid level detector is activated, 10(h)(1)
...When the liquid level detector is full to the designed level, 11...Liquid B
11(H(0))...When storage chamber A is substantially empty, 11(H(v)...The amount of liquid A in storage chamber A is v.
When, 11 (H(1))...When the amount of liquid A in storage chamber A is full to the designed level, 12...Thin tube, 13...Liquid level detector, 13a...Float type optical interrupter, 14... Signal transmission path, 14a... Optical fiber (light transmission), 14b
...Optical fiber (light receiving), 14c...Light, 14
d... Light emitting section, 14e... Light receiving section.

Claims (1)

【特許請求の範囲】 1 浮屋根を有するある液B用の液体タンクの浮
屋根の下側に少くとも可撓性膜よりなる仕切を用
いて他の液A用の新な貯室を構成する液体タンク
に於いて、一端が他の液Aの貯室に開口し、他端
がある液Bの液面より高く保つてある液Bに向か
つて開口しており、他の液Aがその中を通つてあ
る液Bの方に流れこむことを可能にした細管と、
該細管中に他の液Aの液面が予め設定した位置を
通過するとそれを検知し他の液Aの注入ポンプを
停止させる信号を送る該細管に付随する液面検知
器及び信号伝送路とを備えることを特徴とする浮
屋根式液体タンクの安全装置。 2 浮屋根の下側に他の液A用の新な貯室を、可
撓性膜よりなる仕切と仕切板を用いて構成する特
許請求の範囲第1項記載の浮屋根式液体タンクの
安全装置。
[Claims] 1. A new storage chamber for another liquid A is constructed by using a partition made of at least a flexible membrane under the floating roof of a liquid tank for liquid B that has a floating roof. In a liquid tank, one end opens into a storage chamber for another liquid A, and the other end opens toward liquid B, which is kept higher than the liquid level of liquid B. a thin tube that allows liquid B to flow through it,
A liquid level detector and a signal transmission line attached to the thin tube that detect when the liquid level of another liquid A passes a preset position in the thin tube and send a signal to stop the injection pump of the other liquid A; A safety device for a floating roof liquid tank characterized by comprising: 2. Safety of the floating roof type liquid tank according to claim 1, in which a new storage chamber for another liquid A is constructed below the floating roof using a partition made of a flexible membrane and a partition plate. Device.
JP58017952A 1983-02-06 1983-02-06 Safety device for floating roof type liquid tank Granted JPS59142978A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58017952A JPS59142978A (en) 1983-02-06 1983-02-06 Safety device for floating roof type liquid tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58017952A JPS59142978A (en) 1983-02-06 1983-02-06 Safety device for floating roof type liquid tank

Publications (2)

Publication Number Publication Date
JPS59142978A JPS59142978A (en) 1984-08-16
JPH0375432B2 true JPH0375432B2 (en) 1991-12-02

Family

ID=11958092

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58017952A Granted JPS59142978A (en) 1983-02-06 1983-02-06 Safety device for floating roof type liquid tank

Country Status (1)

Country Link
JP (1) JPS59142978A (en)

Also Published As

Publication number Publication date
JPS59142978A (en) 1984-08-16

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