JPH01193500A - Method for preventing foundation around cryounderground tank from freezing - Google Patents
Method for preventing foundation around cryounderground tank from freezingInfo
- Publication number
- JPH01193500A JPH01193500A JP1465488A JP1465488A JPH01193500A JP H01193500 A JPH01193500 A JP H01193500A JP 1465488 A JP1465488 A JP 1465488A JP 1465488 A JP1465488 A JP 1465488A JP H01193500 A JPH01193500 A JP H01193500A
- Authority
- JP
- Japan
- Prior art keywords
- tank
- wall
- heat
- fence
- depth
- 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.)
- Granted
Links
- 230000008014 freezing Effects 0.000 title claims abstract description 23
- 238000007710 freezing Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 230000000694 effects Effects 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003949 liquefied natural gas Substances 0.000 description 2
- 230000002528 anti-freeze Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000002269 spontaneous effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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)
Abstract
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)
まっ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もの範囲にわたって凍結する。(Prior Art) If no antifreeze measures are taken, for example, if liquefied natural gas is stored in an underground tank with a diameter of 50 m, the surrounding ground will freeze over an area of 100 m in diameter.
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54−1191
20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
てなるヒートフェンスを設け、このヒートフェンスに温
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。The frozen ground puts pressure on the outer walls of the tank, causing cracks in the tank. Therefore, for example, JP-A-54-1191
As disclosed in Publication No. 20, a heat fence consisting of buried piping for a heat medium such as hot water is provided to surround a low-temperature underground tank, and hot water is circulated through this heat fence to improve the surrounding ground. It is heated to prevent freezing.
(発明が解決しようとする課題)
従来においては、地下タンクの垂直な外壁に沿ってヒー
トフエ>スが垂直に配設されており、タンク外壁とヒー
トフェンスとの間隔は一′定になっていた。このヒート
フェ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っていた。この原因としては次
の3つが考えられる。(Problem to be solved by the invention) Conventionally, a heat fence was arranged vertically along the vertical outer wall of an underground tank, and the distance between the tank outer wall and the heat fence was constant. . When this heat fence was used to heat the surrounding ground, the temperature of the tank's outer wall remained almost constant; however, the temperature of the tank's outer wall became lower the deeper the tank went. 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 it 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
と下部はど断熱性が悪くなり、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 material attached to the outer wall of the tank needs to have higher strength toward the bottom, so materials with higher density are used. If this happens, the insulation of the lower part will be poor, 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.
■ヒートフェンスの構造にもよるが、ヒートフェンスの
表面温度が上部はど高くなり、タンク外壁に及ぶ熱量が
浅い部分はど多くなる。その結果、タンク外壁の温度が
浅いほど高くなる。■Depending on the structure of the heat fence, the surface temperature of the heat fence will be higher at the top, and the amount of heat reaching the outer wall of the tank will be higher at the shallower parts. As a result, the shallower the temperature of the tank outer wall, the higher it becomes.
上記の原因の相乗効果によっ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 tank outer wall, 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。Of course, widespread freezing of the ground around tanks is harmful. However, the outer wall of the tank is kept below freezing (
This is desirable in order to keep the tank liquid-tight and air-tight.
従って上記のヒートフェ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。Therefore, even if the surrounding ground is prevented from freezing by heating with the heat fence described above, it is necessary to keep the temperature of the tank outer wall as a whole below the freezing point and prevent the frozen state from spreading around the tank outer wall. desirable.
しかし従来技術では、上述したように深(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。However, in the conventional technology, as described above, a temperature difference occurs in the depth (indeed, the temperature of the outer wall of the tank becomes lower).
従って、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ってしまう。Therefore, if settings are made to maintain the outer surface temperature of the tank outer wall at the freezing point in the deepest part, the outer surface temperature of the tank outer wall will be higher than the freezing point in the shallower parts, making it impossible to maintain the wall in a frozen state, resulting in poor liquid-tightness and air-tightness. 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、上記ヒートフェンスと上記タンク
外壁との間隔を深度が大きいほど小さくするか、あるい
は上記ヒートフェ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
フェンスから上記タンク外壁に及ぶ熱量か多くなるよう
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 decreased as the depth becomes larger. The larger 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ェ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、上記ヒートフェンスから上
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 shallow areas, the distance between the heat fence and the outer wall of the tank is large, or the flow velocity of the heat medium is high, 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 increases. 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ェンスを構成し
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2bとの二重管構造になっており、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、外管2bの上部から温水が出てい(。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)に並列につながっている。(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 vertically so as to surround the circular outer wall of a tank 1 provided underground. The rod-shaped heater 2 has a double-tube structure consisting of an inner tube 2a with an open lower end and an outer tube 2b with a closed lower end. Hot water is supplied from the upper part of the inner tube 2a, and the hot water is supplied to the outer tube 2b.
is filled, and hot water comes out from the upper part of the outer tube 2b (.A large number of rod-shaped heaters 2 are connected by connecting pipes 3, 3, and a pump for circulating hot water and a heater for heating the hot water are installed (
(not shown) are connected in parallel.
なお、ヒータ2は設備に対して直列であってもよい。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3mになっている。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. This rod-shaped heater 2
When hot water is circulated, 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, from the rod-shaped heater 2 to the tank 1. relatively little heat is transferred to the 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 through them, 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 maintained at approximately 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段階に太くなっている。従って外
管2bとタンク1との間隔が上から下に3段階に小さく
なっている。FIG. 2(A) shows a second embodiment of the present invention. In this embodiment, the rod-shaped heater 2 is buried parallel to the vertical outer wall of the tank 1, and the outer tube 2b of the rod-shaped heater 2
The thickness increases in three levels 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.
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)が下部はど大きくなり、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。In addition, the capacity of the outer tube 2b (which is also the heat capacity when filled with hot water) is larger at 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, and to reduce the temperature difference in the depth direction of the outer wall of the tank to 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
段階に太くなっているので、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、これによっても上記第1実施例と同じ効
果が得られる。Further, in this embodiment, the thickness of the outer tube 2b is 3 from top to bottom.
Since the inner tube 2a becomes thicker in steps, the flow velocity of hot water discharged from the inner tube 2a decreases as the depth increases, so the amount of heat transferred from each rod-shaped heater 2 to the outer wall of the tank 1 increases as the depth increases. The same effects 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, the distance between the outer tube 2b and the tank 1 as shown in FIG. 2(A) remains unchanged, and
), 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ェンスとし、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の巻径が深い部分はど小さく
て浅くなるに従って大きくなっている。従って、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, continuous hot water pipes 4 are spirally arranged to surround the tank 1 to form a heat fence, and hot water is circulated through the hot water pipes 4 from a pump/heater equipment 5. As shown in the figure, the winding diameter of the hot water pipe 4 is small at the deeper part and becomes larger as it becomes shallower. Therefore, in the deep part, the distance between the outer wall of the tank 1 and the hot water pipe 4 is small, and in the shallow part, this distance is large. 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ェンスとタンク外
壁との間隔を深度が大きいほど小さくシ、深度が大きい
ほどヒートフェン、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って液密性およ
び気密性を維持するとと・もに、周辺の土壌に凍結状態
が広がっ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 depth, the smaller the heat fence, and the larger the depth, the more heat is transferred from the heat fan to the tank outer wall, thereby reducing the temperature difference in the depth direction of the tank outer wall. It maintains almost the entire area at freezing point, keeps the wall in a frozen state, maintains liquid and airtightness, and facilitates the desired heating state to prevent the frozen state from spreading to the surrounding soil. can be produced.
なお、上記ヒートフェ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
記ヒートフェ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か得られる。The flow rate 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. 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 2 b・
・・外 管 −3・・・・・・連結管 4
・・・・・・温水管5・・・・・・ポンプ・ヒータ設備
特許出願人 株式会社 大 林 組代 理
人 弁理士 −色 健 補間
弁理士 松 本 雅 利第1図
(A)
(B)
第2図
(A) CB)
手続補正書(自発)
昭和63年3月9日
2、発明の名称
低温地下タンクの周辺地盤の凍結防止方法3、補正をす
る者
1件との関係 特許出願人
住 所 大阪府大阪市東区京橋3丁目37番地名 称
株式会社 大 林 組
↓1代理人
住 所 東京都港区新橋2丁目12番7号労金新橋ビル
7階
氏 名 (8768) 弁理士 松 本
雅 利4゜テ1)、
5、補正の対象
明細書の添付図面
6、補正の内容
明細書の添付図面第1図(A)を別紙図面と差し替える
。
第1図
(A)Figures 1 (A) and (B) are a plan view and a vertical sectional view of essential parts showing the first embodiment of the present invention, Figure 2 is a schematic diagram showing the second and third embodiments, and Figure 3 is the same. It is a schematic diagram showing a fourth example. 1... Low temperature underground tank 2... Rod heater 2 a... Inner pipe 2 b.
...Outer pipe -3...Connecting pipe 4
... Hot water pipe 5 ... Pump heater equipment patent applicant Obayashi Corporation Agent
Person Patent Attorney - Color Ken Interpolation
Patent Attorney Masatoshi Matsumoto Figure 1 (A) (B) Figure 2 (A) CB) Procedural amendment (spontaneous) March 9, 1985 2, Title of invention: Prevention of freezing of the ground surrounding low-temperature underground tanks Method 3, relationship with one person making an amendment Patent applicant address 3-37 Kyobashi, Higashi-ku, Osaka-shi, Osaka Name Name
Obayashi Gumi Co., Ltd.↓1 Agent address: 7th floor, Rokin Shinbashi Building, 2-12-7 Shinbashi, Minato-ku, Tokyo Name (8768) Patent attorney Matsumoto
Masari 4゜te 1), 5. Attached drawing 6 of the specification subject to amendment and attached drawing Figure 1 (A) of the specification of contents of amendment are replaced with attached drawings. Figure 1 (A)
Claims (2)
配管を埋設してなるヒートフェンスを設け、このヒート
フェ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、上記ヒートフェ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
ートフェ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。(1) In a method for preventing freezing by providing a heat fence formed by burying heat medium piping so as to surround a low-temperature underground tank, and using the heat fence to warm the surrounding ground, the above-mentioned heat fence and the above-mentioned tank The distance from the outer wall of the tank is made smaller as the depth increases, so that the larger the depth is, 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. A method for preventing freezing of the ground surrounding low-temperature underground tanks.
配管を埋設してなるヒートフェンスを設け、このヒート
フェ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、上記ヒートフェ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
記ヒートフェ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) In a method of installing a heat fence consisting of buried heat medium pipes surrounding a low-temperature underground tank, and using this heat fence to warm the surrounding ground and prevent freezing, the water flows through the heat fence. The flow velocity of the heat medium is made smaller as the depth increases, so that as the depth increases, the amount of heat transferred from the heat fence to the outer wall of the tank increases, thereby reducing the temperature difference in the depth direction of the outer wall of the tank. A method for preventing freezing of the ground around low-temperature underground tanks.
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 true JPH01193500A (en) | 1989-08-03 |
| JPH0571840B2 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 |
|---|---|
| JPH0571840B2 (en) | 1993-10-08 |
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