JPH0571840B2 - - Google Patents
Info
- Publication number
- JPH0571840B2 JPH0571840B2 JP1465488A JP1465488A JPH0571840B2 JP H0571840 B2 JPH0571840 B2 JP H0571840B2 JP 1465488 A JP1465488 A JP 1465488A JP 1465488 A JP1465488 A JP 1465488A JP H0571840 B2 JPH0571840 B2 JP H0571840B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- heat
- wall
- fence
- temperature
- 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 - Lifetime
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
- F17C2223/00—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel
- F17C2223/01—Handled fluid before transfer, i.e. state of fluid when stored in the vessel or before transfer from the vessel characterised by the phase
- F17C2223/0146—Two-phase
- F17C2223/0153—Liquefied gas, e.g. LPG, GPL
- F17C2223/0161—Liquefied gas, e.g. LPG, GPL cryogenic, e.g. LNG, GNL, PLNG
-
- 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
- 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
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、液化天然ガスなどの低温物を貯蔵
する低温地下タンクの周辺地盤の凍結防止方法に
関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for preventing freezing of the ground surrounding a low-temperature underground tank for storing low-temperature substances such as liquefied natural gas.
〈従来の技術〉
まつたく凍結防止の対策を施していない場合、
例えば直径50mの地下タンクに液化天然ガスを貯
蔵すると、周辺の地盤が直径100mもの範囲にわ
たつて凍結する。凍結した地盤はタンク外壁を圧
迫し、タンクのひび割れなどを誘起する。そのた
め例えば特開昭54−119120号公報に開示されてい
るように、低温地下タンクの周囲を取り囲むよう
に温水などの熱媒体の配管を埋設してなるヒート
フエンスを設け、このヒートフエンスに温水など
を循環させて周辺地盤を加温して凍結を防止して
いる。<Conventional technology> If no measures are taken to prevent freezing,
For example, if liquefied natural gas is stored in an underground tank 50 meters in diameter, the surrounding ground will freeze over an area of 100 meters in diameter. The frozen ground puts pressure on the outer walls of the tank, causing cracks in the tank. For this reason, for example, as disclosed in Japanese Patent Application Laid-Open No. 54-119120, a heat fence consisting of buried pipes for heat medium such as hot water is installed to surround a low-temperature underground tank. is circulated to warm the surrounding ground and prevent it from freezing.
〈発明が解決しようとする課題〉
従来において、地下タンクの垂直な外壁に沿つ
てヒートフエンスが垂直に配設されており、タン
ク外壁とヒートフエンスとの間隔は一定になつて
いた。このヒートフエンスで周辺地盤を加温した
場合にタンク外壁の温度がほぼ一定になるかと言
うとそうではなく、タンク外壁の温度は深いほど
低くなつていた。この原因としては次の3つが考
えられる。<Problems to be Solved by the Invention> Conventionally, heat fences have been vertically disposed along the vertical outer wall of an underground tank, and the distance between the tank outer wall and the heat fence has been constant. When the surrounding ground was heated with this heat fence, the temperature of the tank outer wall remained almost constant; instead, the temperature of the tank outer wall became lower as the depth went deeper. There are three possible reasons for this:
地表に近いほど外気温の影響が大きく、タン
ク外壁の温度は浅いほど上昇する。 The closer the tank is to the ground, the greater the influence of outside temperature, and the shallower the tank, the higher the temperature on the outer wall of the tank.
タンク外壁に付設する断熱材は下部に行くほ
ど高い強度が必要で、そのため密度の高い材料
を使う。そうすると下部ほど断熱材が悪くな
り、タンク内部の冷熱が周辺に及びやすい。こ
の結果、タンク外壁の温度は深いほど低くな
る。 The insulation attached to the outer wall of the tank needs to have higher strength toward the bottom, so materials with higher density are used for this purpose. If this happens, the lower the tank, the worse the insulation, and the cold heat inside the tank will easily reach the surrounding area. As a result, the temperature of the tank outer wall becomes lower as the depth increases.
ヒートフエンスの構造にもよるが、ヒートフ
エンスの表面温度が上部ほど高くなり、タンク
外壁に及ぶ熱量が浅い部分ほど多くなる。その
結果、タンク外壁の温度が浅いほど高くなる。 Although it depends on the structure of the heat fence, the surface temperature of the heat fence becomes higher at the top, and the amount of heat reaching the outer wall of the tank increases at shallower parts. As a result, the shallower the temperature of the tank outer wall, the higher it becomes.
上記に原因の相乗効果によつてタンク外壁の深
さ方向の温度差が生じ、これが次のような問題に
つながる。 The synergistic effect of the above causes causes a temperature difference in the depth direction of the outer wall of the tank, which leads to the following problems.
タンクの周辺地盤が広範囲に凍結するのはもち
ろん有害である。しかしタンク外壁が氷点以下に
保たれている(凍結している)ことは、タンクの
液密性及び気密性を保つ上で望ましいことであ
る。従つて上記のヒートフエンスで加温して周辺
地盤の凍結を防止するにしても、タンク外壁の温
度を全体的に氷点以下に保ち、しかもタンク外壁
の周辺に凍結状態が広がらないようにすることが
望ましい。 Of course, widespread freezing of the ground around tanks is harmful. However, it is desirable for the outer wall of the tank to be kept below the freezing point (frozen) in order to maintain the liquid-tightness and airtightness of the tank. Therefore, even if the surrounding ground is prevented from freezing by heating with the above-mentioned heat fence, it is necessary to keep the overall temperature of the tank outer wall below the freezing point and to prevent the frozen state from spreading around the tank outer wall. is desirable.
しかし従来技術では、上述したように深くなる
ほどタンク外壁の温度が低くなると言う温度差を
生じてしまう。従つて、最深部でタンク外壁の外
面温度を氷点に保つような設定にすると、浅い部
分ではタンク外壁の外面温度が氷点より高くな
り、壁体を凍結状態に保てず、液密性や気密性が
悪くなる。そこで、浅い部分でも壁体が完全に凍
結するような設定にすると、深い部分では凍結状
態が周辺地盤にまで広がつてしまう。 However, in the conventional technology, as described above, a temperature difference occurs in which the temperature of the outer wall of the tank decreases as the depth increases. Therefore, if settings are made to keep the outer surface temperature of the tank outer wall at the freezing point at the deepest point, the outer surface temperature of the tank outer wall will be higher than the freezing point at shallower parts, making it impossible to maintain the wall in a frozen state, resulting in poor liquid-tightness and air-tightness. Sexuality becomes worse. Therefore, if the wall is set to completely freeze even in shallow areas, the frozen state will spread to the surrounding ground in deeper areas.
またタンク外壁の深さ方向の温度差が大きい
と、壁体の温度応力も大きくなり、タンクの強度
の面でも問題が出てくる。 Furthermore, if the temperature difference in the depth direction of the outer wall of the tank is large, the temperature stress on the wall will also be large, which will cause problems in terms of the strength of the tank.
この発明は上述した従来の問題点に鑑みなされ
たもので、その目的は、タンク外壁の深さ方向の
温度差を少なくすることができるようにした低温
地下タンクの周辺地盤の凍結防止方法を提供する
ことにある。 This invention was made in view of the above-mentioned conventional problems, and its purpose is to provide a method for preventing freezing of the ground surrounding a low-temperature underground tank, which makes it possible to reduce the temperature difference in the depth direction of the tank outer wall. It's about doing.
〈課題を解決するための手段〉
そこでこの発明では、上記ヒートフエンスと上
記タンク外壁との間隔を深度が大きいほど小さく
するか、あるいは上記ヒートフエンス内に流通す
る熱媒体の流速を深度が大きいほど小さくして、
深度が大きいほど上記ヒートフエンスから上記タ
ンク外壁に及ぶ熱量が多くなるようにし、上記タ
ンク外壁の深さ方向の温度差を小さくするように
した。<Means for Solving the Problems> Therefore, in the present invention, the distance between the heat fence and the outer wall of the tank is made smaller as the depth increases, or the flow velocity of the heat medium flowing through the heat fence is made smaller as the depth becomes larger. Make it smaller,
The greater the depth, the greater the amount of heat transferred from the heat fence to the outer wall of the tank, thereby reducing the temperature difference in the depth direction of the outer wall of the tank.
〈作用〉
浅い部分では上記ヒートフエンスと上記タンク
外壁との距離が大きいか熱媒体の流速が大きいの
で、外壁に伝わる熱量が小さくなる。反対に深い
部分では距離が短いか熱媒体の流速が小さいた
め、上記ヒートフエンスから上記タンク外壁に及
ぶ熱量が大きくなる。その結果、タンク外壁の深
さ方向の温度差が小さくなる。<Function> In a shallow portion, the distance between the heat fence and the outer wall of the tank is large, or the flow velocity of the heat medium is large, so the amount of heat transmitted to the outer wall is small. On the other hand, in a deep part, the distance is short or the flow rate of the heat medium is low, so the amount of heat reaching the outer wall of the tank from the heat fence is large. As a result, the temperature difference in the depth direction of the outer wall of the tank becomes smaller.
〈実施例〉
第1図は本発明の第1実施例を示している。地
下に設けたタンク1の円形の外壁を取り囲むよう
に、多数の棒状ヒータ2を上下方向に埋設してヒ
ートフエンスを構成している。棒状ヒータ2は下
端が開放した内管2aと下端が閉じている外管2
bとの二重管構造となつており、内管2aの上部
から温水が供給され、その温水が外管2bを満た
し、外壁2bの上部から温水が出ていく。多数の
棒状ヒータ2は連結管3,3で結ばれ、温水を循
環させるためのポンプと温水を加熱するためのヒ
ータの設備(図示省略)に並列につながつてい
る。なお、ヒータ2は設備に対して直列であつて
もよい。<Embodiment> FIG. 1 shows a first embodiment of the present invention. A heat fence is constructed by burying a large number of rod-shaped heaters 2 in the vertical direction so as to surround the circular outer wall of a tank 1 provided underground. The rod-shaped heater 2 has an inner tube 2a with an open bottom end and an outer tube 2 with a closed bottom end.
The hot water is supplied from the upper part of the inner pipe 2a, the hot water fills the outer pipe 2b, and the hot water exits from the upper part of the outer wall 2b. A large number of rod-shaped heaters 2 are connected by connecting pipes 3, 3, and are connected in parallel to equipment for a pump for circulating hot water and a heater for heating hot water (not shown). Note that the heater 2 may be connected in series with the equipment.
この実施例の特徴は、タンク1の垂直な外壁に
対して棒状ヒータ2が少し傾斜して埋設されてい
る点である。棒状ヒータ2の下端部分ではタンク
1の外壁との間隔が約1mであり、地表近くでは
棒状ヒータ2とタンク1との外壁との間隔が約3
mになつている。この棒状ヒータ2に温水を循環
させると、これから周辺に熱が伝わるわけである
が、深い部分では棒状ヒータ2とタンク1とが近
接しているのでより多くの熱が伝わり、浅い部分
では棒状ヒータ2からタンク1に伝わる熱は比較
的少なくなる。その結果前述のの原因によ
る深さ方向の温度差が補正され、深さにかかわら
ずタンク1の外壁の温度がほぼ一定になる。ここ
で、棒状ヒータ2の埋設間隔やこれに循環させる
温水の温度等を適宜に設定することにより、タン
ク1の外壁の表面温度を深さにかかわりなくほぼ
氷点に保ち、しかもタンクの周辺に凍結状態が広
がらないような状態を作り出すことができる。 A feature of this embodiment is that the rod-shaped heater 2 is buried at a slight angle to the vertical outer wall of the tank 1. At the lower end of the rod-shaped heater 2, the distance from the outer wall of the tank 1 is about 1 m, and near the ground, the distance between the rod-shaped heater 2 and the outer wall of the tank 1 is about 3 m.
It's becoming m. When hot water is circulated through this rod-shaped heater 2, heat is transmitted to the surrounding area.In the deep part, since the rod-shaped heater 2 and the tank 1 are close to each other, more heat is transmitted, and in the shallow part, the rod-shaped heater Relatively little heat is transferred from tank 2 to tank 1. As a result, the temperature difference in the depth direction due to the above-mentioned causes is corrected, and the temperature of the outer wall of the tank 1 becomes almost constant regardless of the depth. By appropriately setting the spacing between the rod-shaped heaters 2 and the temperature of the hot water circulated there, the surface temperature of the outer wall of the tank 1 can be maintained at approximately the freezing point regardless of the depth, and the temperature around the tank can be kept at about the freezing point. It is possible to create a situation that prevents the situation from spreading.
第2図Aは本発明の第2実施例を示している。
この実施例においては、棒状ヒータ2はタンク1
の垂直な外壁に平行に埋設されているが、棒状ヒ
ータ2の外管2bの太さが上から下へ3段階に太
くなつている。従つて外管2bとタンク1との間
隔が上から下に3段階に小さくなつている。それ
だけでなく外管2bの容量(温水を満たしたとき
の熱容量でもある)が下部ほど大きくなり、タン
ク1の下部外壁に上部より多くの熱量が及ぶこと
となり、上記の第1実施例と同様に周辺地盤への
凍結状態が広がるのを防ぎ、かつタンク外壁の深
さ方向の温度差を小さくして外面の温度をほぼ氷
点に保つことが可能となる。 FIG. 2A shows a second embodiment of the invention.
In this embodiment, the rod-shaped heater 2 is connected to the tank 1.
The diameter of the outer tube 2b of the rod-shaped heater 2 increases in three steps from top to bottom. Therefore, the distance between the outer tube 2b and the tank 1 is reduced in three steps from top to bottom. In addition, the capacity of the outer tube 2b (which is also the heat capacity when filled with hot water) increases toward the lower part, and more heat reaches the lower outer wall of the tank 1 than the upper part, similar to the first embodiment described above. It is possible to prevent the frozen state from spreading to the surrounding ground, reduce the temperature difference in the depth direction of the tank outer wall, and maintain the temperature of the outer surface at approximately the freezing point.
また、この実施例では、外管2bの太さが上か
ら下に3段階に太くなつているので、内管2aか
ら放出された温水の流速は、深度が大きいほど小
さくなるので、各棒状ヒータ2からタンク1の外
壁に及ぶ熱量が深度が大きいほど多くなり、これ
によつても上記第1実施例と同じ効果が得られ
る。 In addition, in this embodiment, the thickness of the outer tube 2b increases in three steps from top to bottom, so the flow rate of hot water discharged from the inner tube 2a decreases as the depth increases, so each rod-shaped heater The amount of heat reaching the outer wall of the tank 1 from the tank 1 increases as the depth increases, and the same effect as in the first embodiment can also be obtained.
このような考えに基けば、第2図Aのように、
外管2bとタンク1との間隔に変化をもたせず、
第2図Bのように、間隔が一定になるようにヒー
タ2を設置してもよい。 Based on this idea, as shown in Figure 2 A,
Without changing the distance between the outer tube 2b and the tank 1,
As shown in FIG. 2B, the heaters 2 may be installed at constant intervals.
第3図は本発明の第4実施例を示している。こ
こでは連続した温水管4をタンク1の周囲を取り
囲むように螺旋状に配設してヒートフエンスと
し、この温水管4にポンプ・ヒータ設備5から温
水を循環させる。ここで図に示しているように、
温水管4の巻径が深い部分ほど小さくて浅くなる
に従つて大きくなつている。従つて、深い部分で
はタンク1の外壁と温水管4との間隔が小さく、
浅い部分ではこの間隔が大きい。その結果上述し
た第1実施例および第2実施例と同じ作用効果を
奏する。 FIG. 3 shows a fourth embodiment of the invention. Here, a continuous hot water pipe 4 is arranged in a spiral shape surrounding the tank 1 to form a heat fence, and hot water is circulated through the hot water pipe 4 from a pump/heater equipment 5. As shown here,
The winding diameter of the hot water pipe 4 is smaller in the deeper part and larger in the shallower part. Therefore, in the deep part, the distance between the outer wall of the tank 1 and the hot water pipe 4 is small,
This interval is large in shallow parts. As a result, the same effects as the first and second embodiments described above are achieved.
〈発明の効果〉
以上詳細に説明したように、この発明に係る低
温地下タンクの周辺地盤の凍結防止方法では、地
下タンクの周囲を取り囲むように埋設されたヒー
トフエンスとタンク外壁との間隔を深度が大きい
ほど小さくし、深度が大きいほどヒートフエンス
からタンク外壁に及ぶ熱量が多くなるようにし
て、タンク外壁の深さ方向の温度差を小さくする
ようにしたので、タンク外壁の外面温度をほぼ全
体的に氷点に保ち、壁体の凍結状態を保つて液密
性および気密性を維持するとともに、周辺の土壌
に凍結状態が広がつて行かないようにする望まし
い加温状態を容易に作り出すことができる。<Effects of the Invention> As explained in detail above, in the method for preventing freezing of the ground around a low-temperature underground tank according to the present invention, the distance between the heat fence buried so as to surround the underground tank and the outer wall of the tank is reduced to a depth. The larger the temperature, the smaller the temperature, and the larger the depth, the more heat is transferred from the heat fence to the outer wall of the tank, thereby reducing the temperature difference in the depth direction of the outer wall of the tank. It is possible to easily create the desired warming conditions to keep the wall at the freezing point, maintain liquid and airtightness by keeping the wall frozen, and prevent the frozen condition from spreading to the surrounding soil. can.
なお、上記ヒートフエンス内に流通する上記熱
媒体の流速を深度が大きいほど小さくして、深度
が大きいほど上記ヒートフエンスから上記タンク
外壁に及ぶ熱量が多くなるようにし、上記タンク
外壁の深さ方向の温度差を小さくするようにして
も同様の効果が得られる。 The flow velocity of the heat medium flowing through the heat fence is made smaller as the depth increases, so that the larger the depth, the more heat is transferred from the heat fence to the outer wall of the tank, in the depth direction of the tank outer wall. A similar effect can be obtained by reducing the temperature difference.
第1図A,Bは本発明の第1実施例を示す平面
図と要部縦断面図、第2図は同じく第2および第
3実施例を示す概略図、第3図は同じく第4実施
例を示す概略図である。
1……低温地下タンク、2……棒状ヒータ、2
a……内管、2b……外管、3……連結管、4…
…温水管、5……ポンプ・ヒータ設備。
1A and 1B are a plan view and a vertical cross-sectional view of essential parts showing a first embodiment of the present invention, FIG. 2 is a schematic diagram showing the second and third embodiments, and FIG. 3 is a fourth embodiment. FIG. 2 is a schematic diagram illustrating an example. 1... Low temperature underground tank, 2... Rod heater, 2
a...Inner pipe, 2b...Outer pipe, 3...Connecting pipe, 4...
…Hot water pipes, 5…Pump/heater equipment.
Claims (1)
体の配管を埋設してなるヒートフエンスを設け、
このヒートフエンスで周辺地盤を加温して凍結を
防止する方法において、上記ヒートフエンスと上
記タンク外壁との間隔を深度が大きいほど小さく
して、深度が大きいほど上記ヒートフエンスから
上記タンク外壁に及ぶ熱量が多くなるようにし、
上記タンク外壁の深さ方向の温度差を小さくする
ことを特徴とする低温地下タンクの周辺地盤の凍
結防止方法。 2 低温地下タンクの周囲を取り囲むように熱媒
体の配管を埋設してなるヒートフエンスを設け、
このヒートフエンスで周辺地盤を加温して凍結を
防止する方法において、上記ヒートフエンス内に
流通する上記熱媒体の流速を深度が大きいほど小
さくして、深度が大きいほど上記ヒートフエンス
から上記タンク外壁に及ぶ熱量が多くなるように
し、上記タンク外壁の深さ方向の温度差を小さく
することを特徴とする低温地下タンクの周辺地盤
の凍結防止方法。[Scope of Claims] 1. A heat fence including heat medium pipes buried so as to surround a low-temperature underground tank is provided,
In this method of heating the surrounding ground with a heat fence to prevent freezing, the distance between the heat fence and the outer wall of the tank is made smaller as the depth increases, and the distance from the heat fence to the outer wall of the tank increases as the depth increases. Increase the amount of heat,
A method for preventing freezing of the ground around a low-temperature underground tank, characterized by reducing the temperature difference in the depth direction of the outer wall of the tank. 2. Install a heat fence consisting of buried heat medium piping to surround the low-temperature underground tank.
In this method of heating the surrounding ground using a heat fence to prevent freezing, the flow velocity of the heat medium flowing in the heat fence is decreased as the depth increases, and as the depth increases, the flow rate of the heat medium flowing through the heat fence is increased from the heat fence to the outer wall of the tank. A method for preventing freezing of the ground surrounding a low-temperature underground tank, characterized by increasing the amount of heat reaching the tank and reducing the temperature difference in the depth direction of the outer wall of the tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1465488A JPH01193500A (en) | 1988-01-27 | 1988-01-27 | Method for preventing foundation around cryounderground tank from freezing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1465488A JPH01193500A (en) | 1988-01-27 | 1988-01-27 | Method for preventing foundation around cryounderground tank from freezing |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01193500A JPH01193500A (en) | 1989-08-03 |
| JPH0571840B2 true JPH0571840B2 (en) | 1993-10-08 |
Family
ID=11867200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1465488A Granted JPH01193500A (en) | 1988-01-27 | 1988-01-27 | Method for preventing foundation around cryounderground tank from freezing |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01193500A (en) |
-
1988
- 1988-01-27 JP JP1465488A patent/JPH01193500A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01193500A (en) | 1989-08-03 |
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