JPS6152359B2 - - Google Patents
Info
- Publication number
- JPS6152359B2 JPS6152359B2 JP57095746A JP9574682A JPS6152359B2 JP S6152359 B2 JPS6152359 B2 JP S6152359B2 JP 57095746 A JP57095746 A JP 57095746A JP 9574682 A JP9574682 A JP 9574682A JP S6152359 B2 JPS6152359 B2 JP S6152359B2
- Authority
- JP
- Japan
- Prior art keywords
- heat
- pipe
- foundation concrete
- concrete
- foundation
- 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
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C13/00—Details of vessels or of the filling or discharging of vessels
- F17C13/10—Arrangements for preventing freezing
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2203/00—Vessel construction, in particular walls or details thereof
- F17C2203/06—Materials for walls or layers thereof; Properties or structures of walls or their materials
- F17C2203/0634—Materials for walls or layers thereof
- F17C2203/0678—Concrete
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2227/00—Transfer of fluids, i.e. method or means for transferring the fluid; Heat exchange with the fluid
- F17C2227/03—Heat exchange with the fluid
- F17C2227/0302—Heat exchange with the fluid by heating
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2227/00—Transfer of fluids, i.e. method or means for transferring the fluid; Heat exchange with the fluid
- F17C2227/03—Heat exchange with the fluid
- F17C2227/0302—Heat exchange with the fluid by heating
- F17C2227/0304—Heat exchange with the fluid by heating using an electric heater
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2260/00—Purposes of gas storage and gas handling
- F17C2260/03—Dealing with losses
- F17C2260/031—Dealing with losses due to heat transfer
- F17C2260/032—Avoiding freezing or defrosting
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17C—VESSELS FOR CONTAINING OR STORING COMPRESSED, LIQUEFIED OR SOLIDIFIED GASES; FIXED-CAPACITY GAS-HOLDERS; FILLING VESSELS WITH, OR DISCHARGING FROM VESSELS, COMPRESSED, LIQUEFIED, OR SOLIDIFIED GASES
- F17C2270/00—Applications
- F17C2270/01—Applications for fluid transport or storage
- F17C2270/0142—Applications for fluid transport or storage placed underground
- F17C2270/0144—Type of cavity
- F17C2270/0147—Type of cavity by burying vessels
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
この発明は液化天然ガス(LNG)や液化石油
ガス(LPG)等の低温液用のタンクを設置した基
礎コンクリートの凍結を防止する装置に関するも
のである。[Detailed Description of the Invention] Industrial Application Field This invention relates to a device for preventing freezing of foundation concrete in which a tank for low-temperature liquids such as liquefied natural gas (LNG) and liquefied petroleum gas (LPG) is installed. .
従来の技術
低温液例えばLNGやLPGを貯留するタンクの
うち、工業用の大型タンク1は、通常、基礎コン
クリート2の上にパーライトコンクリート等の断
熱コンクリート3を打設し、その断熱コンクリー
ト3の上に設置されているが、断熱コンクリート
3の断熱効果が必ずしも充分ではないので、タン
ク1内の低温液によつて基礎コンクリート2が冷
却され、その結果基礎コンクリート2が凍結して
しまうおそれがある。このような事態が生じると
基礎コンクリート2の強度が低下したり、基礎コ
ンクリート2に亀裂が入つたりし、その結果タン
ク1自体が不等沈下するなどの危険があるため、
従来、第1図および第2図に示すように、保護用
のパイプ4内に挿入した電熱ヒータ5を基礎コン
クリート2内に埋設し、その電熱ヒータ5を通電
発熱させることにより、基礎コンクリート2の温
度を約5℃程度に保ち、その凍結を防止してい
る。Conventional technology Among tanks for storing low-temperature liquids such as LNG and LPG, a large industrial tank 1 is usually constructed by pouring insulating concrete 3 such as perlite concrete on a foundation concrete 2, and placing the insulating concrete 3 on top of the insulating concrete 3. However, since the insulation effect of the insulating concrete 3 is not necessarily sufficient, the foundation concrete 2 may be cooled by the low temperature liquid in the tank 1, and as a result, the foundation concrete 2 may freeze. If such a situation occurs, the strength of the foundation concrete 2 may decrease or cracks may appear in the foundation concrete 2, and as a result, there is a risk that the tank 1 itself may sink unevenly.
Conventionally, as shown in FIGS. 1 and 2, an electric heater 5 inserted into a protective pipe 4 is buried in the foundation concrete 2, and the electric heater 5 is energized to generate heat, thereby improving the foundation concrete 2. The temperature is kept at around 5℃ to prevent it from freezing.
発明が解決しようとする問題点
しかしながら、電熱ヒータ5自体は防爆構造で
はないため、特にLNGやLPG等の引火性のある
液体を収容したタンク1の基礎の場合には、前記
パイプ4内に窒素ガス等の不活性なガスを封入
し、防爆構造としなければならず、そのため構造
が複雑化するのみならず、電熱ヒータ5と基礎コ
ンクリート2との間に空間を設けることになるか
ら、電熱ヒータ5と基礎コンクリート2との間の
全熱抵抗が大きくなり、熱伝達率が悪くなる問題
があつた。また電熱ヒータ5自体の表面積が小さ
いから、基礎コンクリート2に対する伝熱面積を
広くすべく前記パイプ4を太くした場合には、電
熱ヒータ5と基礎コンクリート2との間に介在す
る空間が更に広くなるため、熱伝達効率が更に悪
くなる問題があり、このような不都合を解消すべ
く前記パイプ4を細くした場合には、伝熱面積が
狭くなるから、布設本数を多くしなければならな
い問題が生じる。さらに、電熱ヒータ5はその長
さ方向の各部分の温度が必ずしも均一にはならな
いので、局部的な低温部や高温部が生じ、その結
果基礎コンクリート2の内部応力が増大し、最悪
の場合には基礎コンクリート2の亀裂の発生や損
壊を助長するおそれがあつた。Problems to be Solved by the Invention However, since the electric heater 5 itself does not have an explosion-proof structure, especially in the case of the foundation of the tank 1 containing a flammable liquid such as LNG or LPG, nitrogen may be added to the pipe 4. The electric heater must be filled with an inert gas such as gas and have an explosion-proof structure, which not only complicates the structure but also creates a space between the electric heater 5 and the foundation concrete 2. There was a problem that the total thermal resistance between 5 and the foundation concrete 2 increased, and the heat transfer coefficient deteriorated. Furthermore, since the surface area of the electric heater 5 itself is small, if the pipe 4 is made thicker to increase the heat transfer area to the foundation concrete 2, the space interposed between the electric heater 5 and the foundation concrete 2 will become even wider. Therefore, there is a problem that the heat transfer efficiency further deteriorates, and if the pipe 4 is made thinner to solve this problem, the heat transfer area becomes narrower, resulting in the problem of having to increase the number of pipes installed. . Furthermore, the temperature of each part of the electric heater 5 in its length direction is not necessarily uniform, so localized low-temperature and high-temperature areas occur, which increases the internal stress of the foundation concrete 2 and, in the worst case, There was a risk that this would encourage the occurrence of cracks and damage in the foundation concrete 2.
この発明は上記の問題を解消すべくなされたも
ので、全体としての構造が簡単でかつ防爆構造と
することができ、またタンクの基礎全体を均一に
加熱保温することができる低温液タンクの基礎凍
結防止装置を提供することを目的とするものであ
る。 This invention was made to solve the above-mentioned problems, and is a foundation for a low-temperature liquid tank that has a simple overall structure, can be made explosion-proof, and can evenly heat and insulate the entire foundation of the tank. The purpose of this invention is to provide an antifreeze device.
問題点を解決するための手段
この発明は、上記の目的を達成するために、外
管とその内部に中心軸線に沿つて挿入した内管と
によつて形成される環状断面中空部内に作動流体
およびウイツクを封入してなる中空二重管構造の
ヒートパイプを、低温液タンクを設置した基礎コ
ンクリート内に埋設し、かつ前記内管の内側にそ
の軸線方向に沿いかつほぼ全長に渡つて熱源を挿
入したことを特徴とするものである。Means for Solving the Problems In order to achieve the above-mentioned object, the present invention provides a working fluid within an annular hollow section formed by an outer tube and an inner tube inserted into the inner tube along the central axis. A heat pipe with a hollow double-tube structure, which is made by enclosing a heat pipe and a heat pipe, is buried in the foundation concrete in which a low-temperature liquid tank is installed, and a heat source is provided inside the inner pipe along the axial direction and over almost the entire length. It is characterized by the fact that it has been inserted.
作 用
この発明では、基礎コンクリートを加熱保温す
るための熱は、内管の内側にほぼ全長に渡つて挿
入した熱源によつて与えられ、その熱はヒートパ
イプ内の作動流体を蒸発させる。したがつてヒー
トパイプとしては内管側の温度が高く、外管側の
温度が低くなるから、作動流体蒸気は内管の外周
面から放射状に流動し、外管の内面で放熱して液
化する。その結果、作動流体の潜熱として熱が運
ばれて基礎コンクリートが加熱保温される。その
場合、熱源が長いものであるうえに、作動流体の
流動距離が短く、さらにヒートパイプは全体がほ
ぼ均温化する特性を有しているので、基礎コンク
リートが均一に加熱保温される。Function In this invention, heat for heating and insulating the foundation concrete is provided by a heat source inserted over almost the entire length inside the inner pipe, and the heat evaporates the working fluid within the heat pipe. Therefore, as a heat pipe, the temperature on the inner tube side is high and the temperature on the outer tube side is low, so the working fluid vapor flows radially from the outer circumferential surface of the inner tube, radiates heat and liquefies on the inner surface of the outer tube. . As a result, heat is transferred as latent heat of the working fluid, heating and keeping the foundation concrete warm. In this case, the heat source is long, the flow distance of the working fluid is short, and the heat pipe has a property of almost uniform temperature throughout, so that the foundation concrete is uniformly heated and kept warm.
実施例
以下この発明の実施例を第3図ないし第6図を
参照して説明する。Embodiments Hereinafter, embodiments of the present invention will be described with reference to FIGS. 3 to 6.
第3図はこの発明の一実施例を示す略解断面図
であり、第4図はその−線矢視断面図であつ
て、LNG等の低温液体を貯留するタンク10
は、断熱コンクリート11を挾んで基礎コンクリ
ート12上に設置されている。基礎コンクリート
12は、タンク10よりも大径の短円筒状に形成
され、その内部、より正確には上部側には、一端
部が基礎コンクリート12の外部に露出するよう
複数本のヒートパイプ13が相互に平行となるよ
う水平に埋設されている。これらのヒートパイプ
13は第5図に示すように、中空二重管構造であ
つて、その内管13aの内部に、熱源としてニク
ロム線等のヒータ線14を挿入して密閉し、また
内管13aの外周面と外管13bの内周面とにウ
イツク13cを添設するとともに、これらの内外
管13a,13bの間に電気絶縁性の高い作動流
体を封入することにより、ここにヒートパイプを
形成したものである。したがつて各ヒートパイプ
13は、内管13a側が加熱部(蒸発部)とな
り、基礎コンクリート12と直接接触する外管1
3b側が放熱部(凝縮部)となつている。 FIG. 3 is a schematic cross-sectional view showing one embodiment of the present invention, and FIG.
are installed on the foundation concrete 12 with the insulation concrete 11 in between. The foundation concrete 12 is formed into a short cylindrical shape with a diameter larger than that of the tank 10, and a plurality of heat pipes 13 are installed inside it, more precisely on the upper side, with one end exposed to the outside of the foundation concrete 12. They are buried horizontally so that they are parallel to each other. These heat pipes 13 have a hollow double tube structure as shown in FIG. By attaching the heat pipe 13c to the outer circumferential surface of the outer tube 13a and the inner circumferential surface of the outer tube 13b, and filling a highly electrically insulating working fluid between the inner and outer tubes 13a and 13b, a heat pipe can be installed here. It was formed. Therefore, in each heat pipe 13, the inner pipe 13a side becomes a heating part (evaporation part), and the outer pipe 1 directly contacts the foundation concrete 12.
The 3b side serves as a heat dissipation section (condensation section).
しかして、上記のように構成した凍結防止装置
では、ヒータ線14を通電発熱させることによ
り、ヒートパイプ13内の作動流体が内管13a
の外周面において加熱されて蒸発するとともに、
その蒸気が放射状に流動して外管13bの内周面
で放熱凝縮し、その結果基礎コンクリート12が
加熱される。したがつて、ヒータ線14に流す電
流あるいは通電時間等を制御してヒータ線14か
らの発熱量を制御することにより、基礎コンクリ
ート12を所定温度(例えば約5℃)に保持する
ことができる。なお、ヒータ線14に流す電流あ
るいは通電時間等を制御するために、基礎コンク
リート12内に測温素子等の検出手段を埋設して
もよい。 Therefore, in the anti-freeze device configured as described above, by energizing the heater wire 14 and generating heat, the working fluid in the heat pipe 13 is transferred to the inner pipe 13a.
It is heated and evaporated on the outer peripheral surface of the
The steam flows radially and radiates heat and condenses on the inner peripheral surface of the outer tube 13b, and as a result, the foundation concrete 12 is heated. Therefore, the base concrete 12 can be maintained at a predetermined temperature (for example, about 5° C.) by controlling the amount of heat generated from the heater wire 14 by controlling the current flowing through the heater wire 14 or the energization time. In addition, in order to control the current flowing through the heater wire 14 or the energization time, etc., a detection means such as a temperature measuring element may be buried in the foundation concrete 12.
したがつて上記の凍結防止装置では、熱源であ
るヒータ線14から内管13aに対して対流や伝
導あるいは熱輻射により熱が与えられ、その熱が
ヒートパイプ13内の作動流体によつて外管13
bに運ばれる。その場合、ヒートパイプ13によ
る熱輸送量は極めて多く、伝熱抵抗は実質的に零
に等しく、したがつてヒータ線14と基礎コンク
リート12との間の伝熱抵抗は内管13aとヒー
タ線14との間の空間に依存するが、その空間を
可及的に狭くしても実質上の放熱面である外管1
3bの外周面を広くでき、その結果ヒータ線14
と基礎コンクリート12との間の熱伝達を促進
し、かつ基礎コンクリート12に対する広い伝熱
面積を確保でき、ひいてはヒートパイプ13の本
数を少なくすることができる。またヒートパイプ
13は前述したようにその特性上全体が均温化す
るので、基礎コンクリート12全体をほぼ均一に
加熱保温することができ、その結果高温部分や低
温部分の発生を防止し、それに伴つて基礎コンク
リート12内の熱応力の発生を防ぐことができ
る。さらに、ヒータ線14を収容した内管13a
を密閉するとともに、ヒートパイプ13の作動流
体として電気絶縁性の高いものを使用したことに
より、ヒートパイプ13全体が所謂防爆構造とな
るので、タンク10内にLNG等の液化燃料を貯
留した場合でも安全性を確保することができる。 Therefore, in the above antifreeze device, heat is applied from the heater wire 14 as a heat source to the inner tube 13a by convection, conduction, or thermal radiation, and the heat is transferred to the outer tube by the working fluid in the heat pipe 13. 13
carried to b. In that case, the amount of heat transported by the heat pipe 13 is extremely large, and the heat transfer resistance is substantially equal to zero. Therefore, the heat transfer resistance between the heater wire 14 and the foundation concrete 12 is equal to Although it depends on the space between the outer tube 1 and the
3b can be made wider, and as a result, the heater wire 14
It is possible to promote heat transfer between the base concrete 12 and the base concrete 12, to ensure a wide heat transfer area to the base concrete 12, and to reduce the number of heat pipes 13. In addition, as mentioned above, the heat pipe 13 has a characteristic that the entire temperature is equalized, so the entire foundation concrete 12 can be heated and kept warm almost uniformly, and as a result, the generation of high-temperature areas and low-temperature areas is prevented. As a result, generation of thermal stress within the foundation concrete 12 can be prevented. Furthermore, an inner tube 13a housing the heater wire 14
By sealing the tank 10 and using a highly electrically insulating working fluid, the entire heat pipe 13 has a so-called explosion-proof structure, so even when liquefied fuel such as LNG is stored in the tank 10, Safety can be ensured.
なお、この発明における熱源は上記の実施例で
示したヒータ線14に限られるものではなく、第
6図に示すように前記内管13aの内部に50〜80
℃程度の温水15を供給することにより、その温
水15を熱源としてもよい。その場合、内管13
aの内部を軸線方向に沿う仕切りで2つに区画
し、その一方の区画に温水を供給しかつ他方の区
画から排水することにより温水を循環させ、ある
いは内管13aの一端を給湯源に接続しかつ他端
を帰還パイプに接続して温水を循環させることが
望ましい。 Note that the heat source in this invention is not limited to the heater wire 14 shown in the above embodiment, but as shown in FIG.
By supplying hot water 15 at about 0.degree. C., the hot water 15 may be used as a heat source. In that case, the inner pipe 13
The interior of the inner pipe 13a is divided into two by a partition along the axial direction, and hot water is supplied to one of the compartments and drained from the other compartment to circulate the hot water, or one end of the inner pipe 13a is connected to a hot water source. In addition, it is desirable to connect the other end to a return pipe to circulate hot water.
発明の効果
以上の説明から明らかなようにこの発明の装置
によれば、基礎コンクリートに埋設したヒートパ
イプ内に、内部にほぼ全長に渡つて熱源を収納し
たパイプを同軸状に収容し、熱源からの熱をヒー
トパイプを介して基礎コンクリートに伝達するこ
とにより、基礎コンクリートを加熱保温するよう
に構成したから、熱源と基礎コンクリートとの間
の熱伝達抵抗が小さくなるうえに、伝熱面積を広
くとることができ、したがつてヒートパイプの必
要本数を少なくすることができ、また熱源がヒー
トパイプの全長とほぼ等しい長いものであること
と相俟つて、基礎コンクリート全体を均等に加熱
保温し、高温部や低温部の発生を防止し、それに
伴つて基礎コンクリート内の熱応力の発生を防止
することができる。Effects of the Invention As is clear from the above explanation, according to the device of the present invention, a heat source is housed coaxially within a heat pipe buried in the foundation concrete, and the heat source is housed inside the heat pipe over almost its entire length. By transmitting heat to the foundation concrete via heat pipes, the foundation concrete is heated and kept warm, which not only reduces the heat transfer resistance between the heat source and the foundation concrete, but also increases the heat transfer area. Therefore, the required number of heat pipes can be reduced, and in combination with the fact that the heat source is long, almost equal to the total length of the heat pipe, the entire foundation concrete can be evenly heated and kept warm, and high temperatures can be maintained. It is possible to prevent the occurrence of low-temperature zones and low-temperature zones, and thereby prevent the generation of thermal stress within the foundation concrete.
第1図は従来装置の一例を示す略解断面図、第
2図は第1図の−線矢視断面図、第3図はこ
の発明の一実施例を示す略解断面図、第4図は第
3図の−線矢視断面図、第5図はこの発明で
使用するヒートパイプの一例を示す断面図、第6
図はこの発明で使用するヒートパイプの他の例を
示す断面図である。
10……タンク、12……基礎コンクリート、
13……ヒートパイプ、13a……内管、13b
……外管、14……ヒータ線、15……温水。
FIG. 1 is a schematic cross-sectional view showing an example of a conventional device, FIG. 2 is a cross-sectional view taken along the - line in FIG. 3 is a sectional view taken along the line arrow 3, FIG. 5 is a sectional view showing an example of a heat pipe used in the present invention, and FIG.
The figure is a sectional view showing another example of the heat pipe used in the present invention. 10...Tank, 12...Foundation concrete,
13...Heat pipe, 13a...Inner pipe, 13b
...outer tube, 14...heater wire, 15...hot water.
Claims (1)
内管とによつて形成される環状断面中空部内に作
動流体およびウイツクを封入してなる中空二重管
構造のヒートパイプを、低温液タンクを設置した
基礎コンクリート内に埋設し、かつ前記内管の内
側にその軸線方向に沿いかつほぼ全長に渡つて熱
源を挿入したことを特徴とする低温液タンクの基
礎凍結防止装置。1. A heat pipe with a hollow double-tube structure in which a working fluid and a pipe are sealed in a hollow part with an annular cross section formed by an outer pipe and an inner pipe inserted along the central axis inside the outer pipe is installed in a low-temperature liquid tank. 1. A foundation freeze prevention device for a cryogenic liquid tank, characterized in that the device is buried in foundation concrete on which the inner tube is installed, and a heat source is inserted inside the inner tube along the axial direction and along almost the entire length of the inner tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9574682A JPS58214099A (en) | 1982-06-04 | 1982-06-04 | Freezing preventing device foundation for low-temperature liquid tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9574682A JPS58214099A (en) | 1982-06-04 | 1982-06-04 | Freezing preventing device foundation for low-temperature liquid tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58214099A JPS58214099A (en) | 1983-12-13 |
| JPS6152359B2 true JPS6152359B2 (en) | 1986-11-12 |
Family
ID=14146052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9574682A Granted JPS58214099A (en) | 1982-06-04 | 1982-06-04 | Freezing preventing device foundation for low-temperature liquid tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58214099A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60168998A (en) * | 1984-02-10 | 1985-09-02 | Junkosha Co Ltd | Liquefied-fuel storage apparatus |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5373611A (en) * | 1976-12-13 | 1978-06-30 | Mitsubishi Electric Corp | Antifreezing device around construction |
| JPS54127057A (en) * | 1978-03-27 | 1979-10-02 | Hitachi Ltd | Sealed exothermic device |
-
1982
- 1982-06-04 JP JP9574682A patent/JPS58214099A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58214099A (en) | 1983-12-13 |
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