JPS598080Y2 - Spring suspended roof of low temperature tank - Google Patents

Spring suspended roof of low temperature tank

Info

Publication number
JPS598080Y2
JPS598080Y2 JP1977161473U JP16147377U JPS598080Y2 JP S598080 Y2 JPS598080 Y2 JP S598080Y2 JP 1977161473 U JP1977161473 U JP 1977161473U JP 16147377 U JP16147377 U JP 16147377U JP S598080 Y2 JPS598080 Y2 JP S598080Y2
Authority
JP
Japan
Prior art keywords
roof
suspended roof
suspended
low temperature
temperature 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
JP1977161473U
Other languages
Japanese (ja)
Other versions
JPS5486711U (en
Inventor
万博 白木
博幸 一ノ尾
Original Assignee
三菱重工業株式会社
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 三菱重工業株式会社 filed Critical 三菱重工業株式会社
Priority to JP1977161473U priority Critical patent/JPS598080Y2/en
Publication of JPS5486711U publication Critical patent/JPS5486711U/ja
Application granted granted Critical
Publication of JPS598080Y2 publication Critical patent/JPS598080Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は吊屋根を有する低温タンクの吊屋根懸垂装置の
改良に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improved suspended roof suspension system for a cryogenic tank having a suspended roof.

従来低温タンクの吊屋根は第1図及び第2図に示すよう
にタンク01の中に貯えられる低温の貯液02の液面近
くまで吊り棒1′によって吊り屋根2′が外屋根3′か
ら懸垂されて貯液02の断熱を果たしていた。
As shown in FIGS. 1 and 2, the conventional suspended roof of a low-temperature tank is such that the suspended roof 2' is moved from the outer roof 3' to the surface of the low-temperature liquid 02 stored in the tank 01 using a hanging rod 1'. It was suspended to insulate the liquid storage 02.

しかるにこの従来の構造では第2図に示すように下端に
ストツパを有する吊り棒1′で単に吊り屋根2′を支え
ているだけであるから次のような不具合があった。
However, in this conventional structure, as shown in FIG. 2, the hanging roof 2' is simply supported by a hanging rod 1' having a stopper at its lower end, which has the following disadvantages.

(1)地震等で貯液02の液面が動揺した場合、第3図
Aに示すように静止していた貯液02の液面が同面Bに
示すようにたとえば矢印イの近傍で上昇して吊り屋根2
′を矢印aのように一旦持上げ、次いで同図Cに示すよ
うに矢印イ′のように下向する際、吊り屋根2′を矢印
bのように下方にサクション及び貯液の付着力で引き下
げる。
(1) When the liquid level of storage liquid 02 is shaken due to an earthquake, etc., the liquid level of storage liquid 02, which was stationary as shown in Figure 3A, rises, for example near arrow A, as shown in Figure 3B. hanging roof 2
′ is lifted once as shown by arrow a, and then, when moving downward as shown by arrow A′ as shown in FIG. .

同図Bに示す矢印口及び同図Cに示す矢印口′でも一旦
、貯液02が吊り屋根2′に達すると同様の現象が生ず
る。
A similar phenomenon occurs at the arrow opening shown in FIG. B and the arrow opening ' shown in FIG. C once the stored liquid 02 reaches the suspended roof 2'.

低温タンクの千面積は一般に非常に大きく、従って吊り
屋根2′が下方に引き下げられる力も非常に大きくそれ
が限度を越えると吊屋根2′を破壊し、貯液02の波頭
が外屋根3′に接し、ヒートスポットによってそれぞれ
を破壊し、外部に溢れでて人蓄、器物等に被害を及ぼす
(貯液は極低温の液化ガスなので生物に触れると忽ちこ
れを冷凍、死に至らしめるか凍傷を起させ、器物等に触
れるとヒートスポットによってそれらを破壊し、又たと
え触れなくても、大気中で激しく気化しその付近の空気
中の酸素の分圧を下げて人蓄を窒息させ、或はその殆ん
どは可燃ガスなので引火すれば爆発し、次いで火災を生
ヒさせることになる)。
The area of the cryogenic tank is generally very large, and therefore the force that pulls the hanging roof 2' downward is also very large, and if it exceeds the limit, the hanging roof 2' will be destroyed, and the wave crest of the stored liquid 02 will reach the outer roof 3'. If it comes into contact with the living thing, it will destroy each part by creating a heat spot, and it will overflow outside and cause damage to people and property. If it touches objects, it will destroy them with a heat spot, and even if it does not touch them, it will evaporate violently in the atmosphere, lowering the partial pressure of oxygen in the air around it and suffocating human resources, or Most of them are flammable gases, so if they catch fire, they will explode and cause a fire.)

(2)微震の場合には上記(1)のような惨事に至らぬ
までも吊り屋根が破壊してタンクが使用不能になる。
(2) In the case of a slight earthquake, even if it does not result in a disaster like the one described in (1) above, the hanging roof will be destroyed and the tank will become unusable.

本考案はか・る不具合を解消した低温タンクのバネ吊屋
根を提供しようとするもので、その構或とするところは
、吊屋根を有する低温タンクにおいて、吊屋根を懸垂す
る吊り棒を吊屋根及び外屋根の何れか一方又は両方にバ
ネを介して連結したことを特徴とする低温タンクのバネ
吊屋根、であって、本考案によれば低温タンクの吊屋根
を懸垂する吊り棒を吊屋根及び外屋根の何れか一方又は
両方にバネを介して連結するので従来の低温タンクの吊
屋根に較べ次のような利点がある。
The present invention aims to provide a spring suspended roof for a low temperature tank that eliminates the above-mentioned problems, and its structure is such that, in a low temperature tank having a suspended roof, a hanging rod for suspending the suspended roof is connected to the suspended roof. and a spring-suspended roof for a low-temperature tank, characterized in that the roof is connected to one or both of the outer roofs via springs, and according to the present invention, a hanging rod for suspending the suspended roof of the low-temperature tank is attached to the suspended roof. Since it is connected to either or both of the outer roof and the outer roof via springs, it has the following advantages compared to the conventional suspended roof of a low temperature tank.

(イ)地震等で貯液の液面が動揺し、それが吊屋根を持
ち上げ、次に引き下げてもバネが引き下げのエネルギー
を吸収するので吊屋根が破壊に至らず、従って極低温の
貯液が外部に溢れ出て人蓄、器物等に被害を及ぼす懸念
かなくなる。
(b) Even if the liquid level of the storage liquid fluctuates due to an earthquake, etc., which lifts the suspended roof and then pulls it down, the springs absorb the energy of the pulling down, so the suspended roof does not break, and the storage liquid remains at an extremely low temperature. There is no longer any concern that the water will overflow outside and cause damage to people, property, etc.

(ロ)微震程度で吊屋根が破壊してタンクが使用可能に
陥るという不具合がなくなる。
(b) Eliminates the problem of the suspended roof being destroyed by a slight earthquake, making the tank unusable.

次に本考案の一実施例を図により説明する。Next, one embodiment of the present invention will be described with reference to the drawings.

第4図ないし第6図において、01は本実施例の適用さ
れるタンク,02はタンク01内に貯えられる極低温の
貯液、1は後述する吊屋根2及び外屋根3に設けられた
ブラケット7を貫通してその上端をストツパ5で、下端
をストツパ6で止められ、かつ、ストツパ5とブラケツ
l− 7との間及び゛吊屋根2との間にコイルバネ4を
各介在させて吊屋根2を吊り下げる吊り棒、2は貯液0
2の液面近くまで吊り棒1によって吊り下げられ、貯液
02の断熱を果たす吊屋根、3はタンク01の蓋となる
ドーム状の外屋根、4は吊り棒1の上端と外屋根3側の
ブラケット7との間に介在させられて圧縮形式で吊り棒
1を懸垂するとともに吊屋根2を貫通した吊り棒1の下
端と吊屋根2との間にも介在させられて圧縮形式で吊屋
根2を支持するコイルバネ、5はブラケット7を上方に
貫通した吊り棒1の上端に脱落防止のために固着された
円板状のストツパ、6は吊屋根を下方に貫通した吊り棒
1の下端に脱落防止のために固着された円板状のストツ
パ、7は外屋根3と吊り棒1とを連結しやすいよう外屋
根3の下側に固着されたブラケットである。
4 to 6, 01 is a tank to which this embodiment is applied, 02 is a cryogenic liquid storage stored in the tank 01, and 1 is a bracket provided on a suspended roof 2 and an outer roof 3, which will be described later. 7, the upper end is stopped by a stopper 5, and the lower end is stopped by a stopper 6, and a coil spring 4 is interposed between the stopper 5 and the bracket 1-7 and between the suspended roof 2 to form a suspended roof. Hanging rod for hanging 2, 2 is liquid storage 0
2 is suspended by a hanging rod 1 close to the liquid level and serves as insulation for the liquid storage 02; 3 is a dome-shaped outer roof that serves as a lid for the tank 01; 4 is the upper end of the hanging rod 1 and the side of the outer roof 3. The suspension rod 1 is suspended in a compressed manner by being interposed between the brackets 7 of 2 is a coil spring that supports the hanging rod 1; 5 is a disc-shaped stopper fixed to the upper end of the hanging rod 1 passing upward through the bracket 7 to prevent it from falling; 6 is a disk-shaped stopper fixed to the lower end of the hanging rod 1 passing downward through the suspended roof. A disk-shaped stopper 7 fixed to prevent falling off is a bracket fixed to the lower side of the outer roof 3 to facilitate connection of the outer roof 3 and the hanging rod 1.

次に上記実施例の作用効果について説明する。Next, the effects of the above embodiment will be explained.

地震等で貯液02の液面が動揺し、先ず吊屋根2が液面
で持ち上げられる場合は或る変位量までは第5図からも
明らかなように圧縮されていた上下のコイルバネ4が解
放され、それらの自由長を超えてからはたとえば吊り棒
1の下端についてみると第6図に示すように吊屋根2は
矢印八の向きにコイルバネ4を離れて自由に上方に向う
ことができる。
When the liquid level of the storage liquid 02 fluctuates due to an earthquake or the like, and the suspended roof 2 is first lifted by the liquid level, the upper and lower coil springs 4, which had been compressed up to a certain amount of displacement, are released, as is clear from Fig. 5. After these free lengths are exceeded, the hanging roof 2 can freely move upward away from the coil spring 4 in the direction of arrow 8, as shown in FIG.

次いで、図示しない液面が下降し、吊屋根2が引き下げ
られると再びコイルバネ4によって支持され、その引き
下げの力即ち、常態時の吊屋根2の重量以上の力に応じ
た分だけ常態時より余計に撓んだエネルギーを吸収する
Next, when the liquid level (not shown) falls and the suspended roof 2 is pulled down, it is supported by the coil spring 4 again, and the lowering force is greater than the normal state by an amount corresponding to the force greater than the weight of the suspended roof 2 in the normal state. Absorbs energy deflected by.

外屋根3側のコイルバネ4も同様に撓んでエネルギーを
吸収する。
The coil spring 4 on the outside roof 3 side also bends and absorbs energy.

従って液面による引き下げエネルギーはコイルバネ4に
吸収されて吊屋根2を破壊に至らしめ得ない。
Therefore, the lowering energy due to the liquid level is absorbed by the coil springs 4 and cannot destroy the suspended roof 2.

即ち、吊屋根2はコイルバネ4によって貯液02の液面
の引き下げの力から守れることになる。
That is, the suspended roof 2 can be protected by the coil spring 4 from the force of lowering the liquid level of the liquid storage 02.

上記実施例はコイルバネ4を吊り棒1の上下両端に介在
させた場合について説明したが、コイルバネ4は必ずし
も上下両端に用いられる必要はなく、たとえば上側のコ
イルバネ4は省かれて吊り棒1の上端は外屋根3に固定
されていてもよく、或は逆に下側のコイルバネ4が省か
れてもよい。
In the above embodiment, the coil springs 4 are interposed at both the upper and lower ends of the hanging rod 1. However, the coil springs 4 do not necessarily need to be used at both the upper and lower ends. For example, the upper coil spring 4 is omitted and the upper end of the hanging rod 1 is may be fixed to the outer roof 3, or conversely the lower coil spring 4 may be omitted.

又、バネの形式はコイルバネに留まらず、たとえば充分
な撓み量を有する山形のリーフバネが用いられてもよく
、ベローズに封入された空気バネが用いられてもよく、
或はゴム体その他の弾性体が用いられても勿論よろしい
Further, the type of spring is not limited to a coil spring; for example, a chevron-shaped leaf spring with a sufficient amount of deflection may be used, or an air spring enclosed in a bellows may be used.
Alternatively, a rubber body or other elastic body may of course be used.

又、バネの介在のさせ方は圧縮形式でなく、強度さえ保
証され・ば吊り棒と直列に繋いで吊屋根を懸垂する引張
形式としても勿論構わない。
Moreover, the method of interposing the springs is not a compression type, but as long as the strength is guaranteed, it is of course possible to use a tension type in which the springs are connected in series with hanging rods to suspend the suspended roof.

本考案は実施例について具体的に上に説明したように低
温タンクの吊屋根を懸垂する吊り棒を吊屋根及び外屋根
の何れか一方又は両方にバネを介して連結するので従来
の低温タンクの吊屋根に較べ冒頭に説明した(イ)及び
(ロ)のような利点を有するものである。
As specifically explained in the embodiment above, the present invention connects the suspension rod for suspending the suspended roof of the low temperature tank to either or both of the suspended roof and the outer roof via a spring, so that it is not possible to use the conventional low temperature tank. It has the advantages (a) and (b) explained at the beginning compared to a suspended roof.

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

第1図は従来例の一実施例の側断面図、第2図は第1図
の囲いIIの詳細図、第3図は地震時、従来例が不具合
を生じる経過を示した側断面における説明図、第4図は
本考案の一実施例の側断面図、第5図は第4図の囲い■
の詳細図、第6図は貯液の動揺によって吊屋根の変位す
る状況を第5図の下側の部分で示した説明図である。 01・・・タンク、1・・・吊り棒、2・・・吊屋根、
3・・・外屋根、4・・・コイルバネ、5・・・ス1〜
ツパ 6・・・ストゝンノ々
Fig. 1 is a side sectional view of an embodiment of the conventional example, Fig. 2 is a detailed view of Enclosure II in Fig. 1, and Fig. 3 is a side sectional view showing the process of failure in the conventional example during an earthquake. 4 is a side sectional view of an embodiment of the present invention, and FIG. 5 is a side sectional view of an embodiment of the present invention.
6 is an explanatory diagram showing the situation in which the suspended roof is displaced due to the agitation of the stored liquid in the lower part of FIG. 5. 01...Tank, 1...Hanging rod, 2...Hanging roof,
3...Outer roof, 4...Coil spring, 5...S1~
Tsupa 6...Stonnos

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 吊屋根を有する低温タンクにおいて、吊屋根を懸垂する
吊り棒を吊屋根及び外屋根の何れか一方又は両方にバネ
を介して連結したことを特徴とする低温タンクのバネ吊
屋根。
A spring suspended roof for a low temperature tank having a suspended roof, characterized in that a hanging rod for suspending the suspended roof is connected to either or both of the suspended roof and the outer roof via a spring.
JP1977161473U 1977-12-01 1977-12-01 Spring suspended roof of low temperature tank Expired JPS598080Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1977161473U JPS598080Y2 (en) 1977-12-01 1977-12-01 Spring suspended roof of low temperature tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1977161473U JPS598080Y2 (en) 1977-12-01 1977-12-01 Spring suspended roof of low temperature tank

Publications (2)

Publication Number Publication Date
JPS5486711U JPS5486711U (en) 1979-06-19
JPS598080Y2 true JPS598080Y2 (en) 1984-03-12

Family

ID=29156238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1977161473U Expired JPS598080Y2 (en) 1977-12-01 1977-12-01 Spring suspended roof of low temperature tank

Country Status (1)

Country Link
JP (1) JPS598080Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51158410U (en) * 1975-06-11 1976-12-16

Also Published As

Publication number Publication date
JPS5486711U (en) 1979-06-19

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