JPH0882113A - Low temperature liquefied gas tank - Google Patents

Low temperature liquefied gas tank

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Publication number
JPH0882113A
JPH0882113A JP23835294A JP23835294A JPH0882113A JP H0882113 A JPH0882113 A JP H0882113A JP 23835294 A JP23835294 A JP 23835294A JP 23835294 A JP23835294 A JP 23835294A JP H0882113 A JPH0882113 A JP H0882113A
Authority
JP
Japan
Prior art keywords
water
liquefied gas
temperature liquefied
low temperature
wall
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
Application number
JP23835294A
Other languages
Japanese (ja)
Other versions
JP2810329B2 (en
Inventor
Koichi Aoki
孝一 青木
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
Original Assignee
Kajima Corp
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 filed Critical Kajima Corp
Priority to JP6238352A priority Critical patent/JP2810329B2/en
Publication of JPH0882113A publication Critical patent/JPH0882113A/en
Application granted granted Critical
Publication of JP2810329B2 publication Critical patent/JP2810329B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To provide a low temperature liquefied gas tank which reduces load requirements for a storage tank main body and reduces the consumption of concrete or the like and eliminates the need for the installation of a lateral side heater tube and can shorten a construction period at low cost and facilitates maintenance work as well CONSTITUTION: In a low temperature liquefied gas tank 1, the inside of a lateral part cut-off wall 5 installed in a ground 3 is excavated so that a base cut-off wall 7 is installed on the base. Water 29 filled up in a water storage space 27 between a storage tank 9 loaded on crushed stones 13 which have filled up the base and the lateral part cutoff wall 5 and the base cut-off wall 7, is transferred or heat-circulated between a temporary storage and heating tank 37 by means of a pump and a pipeline, thereby controlling a water level and temperature. The loading requirements for the skeleton of the storage tank 9 is minimized by balancing the external pressure with the internal pressure of a low temperature liquefied gas 21 by way of water level control and a freezing line in the low temperature liquefied gas tank main body 1 and its surrounding area 3 is controlled by way of temperature control.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、LNG等を地下に貯蔵
する低温液化ガスタンクに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a low temperature liquefied gas tank for storing LNG and the like underground.

【0002】[0002]

【従来の技術】一般にLNG等の低温液化ガス等を貯蔵
するものとして、地下式のタンクがある。
2. Description of the Related Art Generally, there is an underground tank for storing low-temperature liquefied gas such as LNG.

【0003】図3は、従来の低温液化ガスタンク51の
1例を示す構造説明図である。
FIG. 3 is a structural explanatory view showing an example of a conventional low temperature liquefied gas tank 51.

【0004】地盤53内に止水壁(連続地中壁)55を
設け、この止水壁55の内部を掘削して、掘削空間の底
部中央部に底部充填砕石57を載設し、底部充填砕石5
7の上位に貯槽59を載設する。貯槽59の本体は、貯
槽躯体コンクリート61からなり、内面全体には断熱材
63およびメンブレン65が設けられる。この貯槽59
の内部空間に低温液化ガス67が貯蔵され、低温液化ガ
ス67の最上部に液位計69が浮設される。貯槽躯体コ
ンクリート61の上側には、屋根71が載置される。
A water stop wall (continuous underground wall) 55 is provided in the ground 53, the inside of the water stop wall 55 is excavated, and a bottom filling crushed stone 57 is placed at the center of the bottom of the excavation space to fill the bottom. Crushed stone 5
A storage tank 59 is placed on the upper side of 7. The main body of the storage tank 59 is made of storage tank skeleton concrete 61, and a heat insulating material 63 and a membrane 65 are provided on the entire inner surface. This storage tank 59
The low-temperature liquefied gas 67 is stored in the internal space of the, and the liquid level gauge 69 is floated on the top of the low-temperature liquefied gas 67. A roof 71 is placed on the upper side of the storage skeleton concrete 61.

【0005】底部充填砕石57の周辺部には、揚水ポン
プ73が所定の数量だけ設置され、各揚水ポンプ73か
ら揚水管75が、揚水ピット77内を地表面以上まで延
長されている。側部の貯槽躯体コンクリート61と止水
壁55との間に側部ヒータ管79を設け、揚水ピット7
7および側部ヒータ管79の周囲を埋戻土81等により
埋め戻す。この例では、底部止水壁90を設けること
で、埋設土81内を自然水位に復位しても、揚水ポンプ
73によって底部からの地下湧水を排水することによ
り、底部の躯体コンクリート61にかかる圧力を低減さ
せる。ただし、従来は底部止水壁90を設置せず貯槽5
9および止水壁55に土圧と水圧との両方がかかるタイ
プの地下式低温液化ガスタンクが多い。この場合、揚水
ポンプ73は貯槽稼働当初の湧水等の低水位化と稼働安
定化後の底部温水循環ヒータの役割を担う。
A predetermined number of pumping pumps 73 are installed around the bottom-filled crushed stones 57, and a pumping pipe 75 extends from each pumping pump 73 to a level above the ground surface in a pumping pit 77. A side heater pipe 79 is provided between the side storage tank skeleton concrete 61 and the water blocking wall 55, and the pumping pit 7 is provided.
7 and the periphery of the side heater tube 79 are backfilled with backfill soil 81 and the like. In this example, by providing the bottom water stop wall 90, even if the inside of the buried soil 81 is restored to the natural water level, the underground spring from the bottom is drained by the pumping pump 73, so that the skeleton concrete 61 at the bottom is applied. Reduce pressure. However, conventionally, the bottom water stop wall 90 was not installed and the storage tank 5
There are many underground low-temperature liquefied gas tanks of the type in which both earth pressure and water pressure are applied to the 9 and the water blocking wall 55. In this case, the pumping pump 73 plays the role of a bottom hot water circulation heater after the operation of the storage tank is lowered and the water level of the spring etc. is lowered.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
低温液化ガスタンク51では、貯槽59内の低温液化ガ
ス67の液深には無関係に、常に貯槽躯体コンクリート
61の側壁外面に埋め戻した埋戻土81等の土圧と水圧
がかかり、これらの外圧に耐える躯体強度を設定する必
要がある。このため、大容量の貯槽59であるほど、貯
槽躯体コンクリート61自身の強度を向上させたり、貯
槽躯体コンクリート61の厚さを上げることが必要にな
り、コストが大きくなる。
However, in the conventional low temperature liquefied gas tank 51, regardless of the liquid depth of the low temperature liquefied gas 67 in the storage tank 59, the backfill soil is always backfilled on the outer surface of the side wall of the storage tank skeleton concrete 61. Earth pressure and water pressure such as 81 are applied, and it is necessary to set the frame strength that can withstand these external pressures. Therefore, as the storage tank 59 has a larger capacity, the strength of the storage tank skeleton concrete 61 itself needs to be improved and the thickness of the storage tank skeleton concrete 61 needs to be increased, resulting in an increase in cost.

【0007】また、低温液化ガスタンク51の貯槽躯体
コンクリート61、止水壁55および周囲の地盤53等
の凍結線を制御するために周囲に側部ヒータ管79を設
置する等の工事が必要であった。
Further, in order to control the freezing lines of the storage skeleton concrete 61 of the low temperature liquefied gas tank 51, the water blocking wall 55, the surrounding ground 53, etc., it is necessary to install the side heater pipe 79 around the periphery. It was

【0008】本発明は、このような問題に鑑みてなされ
たもので、その目的とするところは、安全性を損なわず
に貯槽本体および地盤の荷重条件を軽減してコンクリー
ト等の使用量等を低減し、また側部ヒータ管設置や埋戻
しの必要をなくし、工期の短縮が可能でコストが低くメ
ンテナンスも容易な低温液化ガスタンクを提供すること
にある。
The present invention has been made in view of the above problems, and an object of the present invention is to reduce the load condition of the storage tank main body and the ground without sacrificing safety and to reduce the amount of concrete or the like used. Another object of the present invention is to provide a low temperature liquefied gas tank that can be reduced in number, eliminates the need for side heater pipe installation and backfilling, shortens the construction period, has low cost, and is easy to maintain.

【0009】[0009]

【課題を解決するための手段】前述した目的を達成する
ために本発明は、側方および底部からの地下水の浸透を
防止する止水壁または止水膜と、前記止水壁内部に設け
られ、側壁と底版からなる躯体と、前記躯体上に設けら
れる屋根とを具備し、前記止水壁と前記躯体との間に水
を装填することを特徴とする低温液化ガスタンクであ
る。
In order to achieve the above-mentioned object, the present invention provides a water stop wall or a water stop film for preventing the permeation of groundwater from the side and the bottom, and a water stop wall provided inside the water stop wall. A low-temperature liquefied gas tank comprising a skeleton including side walls and a bottom plate, and a roof provided on the skeleton, and water is charged between the water blocking wall and the skeleton.

【0010】[0010]

【作用】本発明では、側方および底部からの地下水の浸
透を防止する止水壁または止水膜と、止水壁内部に設け
られ側壁と底版からなる躯体との間の貯水空間部に水を
装填する。貯槽内の低温液化ガスの液深に釣り合うよう
に貯水空間部の水位を調節し、前記水の浮力で貯槽を支
えるとともに、貯槽躯体にかかる内圧と外圧とのバラン
スを取ることで貯槽躯体にかかる荷重条件を小さくして
躯体を薄くすることができる。また、前記水を必要に応
じて加熱することで、躯体、止水壁および周囲の地盤等
の凍結線を制御する。
In the present invention, water is stored in the water storage space between the water blocking wall or the water blocking film that prevents the permeation of groundwater from the side and the bottom and the side wall provided inside the water blocking wall and the skeleton composed of the slab. To load. The water level in the water storage space is adjusted to match the liquid depth of the low-temperature liquefied gas in the storage tank, the storage tank is supported by the buoyancy of the water, and the internal and external pressures applied to the storage tank body are balanced to affect the storage tank structure. The load condition can be reduced to make the body thinner. Further, by heating the water as required, the freezing line of the body, the water blocking wall, the surrounding ground, etc. is controlled.

【0011】[0011]

【実施例】以下、図面に基づいて本発明の実施例を詳細
に説明する。
Embodiments of the present invention will now be described in detail with reference to the drawings.

【0012】図1は低温液化ガスタンク1の構造説明図
である。地盤3内に側部止水壁5を設け、側部止水壁5
の内部を掘削し、掘削部分の底部に底部止水壁7または
止水膜を設ける。底部止水壁7の上面中央部に、底部充
填砕石13を所定の厚さで貯槽9の底版11とほぼ同じ
面積になるように載置し、底部充填砕石13の上に載荷
されるように貯槽9を構築する。この貯槽9の躯体は底
版11と側壁15とからなり、内面全体には断熱材19
およびメンブレン17を設ける。この貯槽9の内部空間
に低温液化ガス21を貯蔵し、低温液化ガス21の最上
部に液位計23を浮設する。側壁15の上側には、屋根
25を設ける。
FIG. 1 is a structural explanatory view of a low temperature liquefied gas tank 1. The side water stop wall 5 is provided in the ground 3, and the side water stop wall 5 is provided.
The inside of is excavated, and the bottom water stop wall 7 or the water stop film is provided at the bottom of the excavated portion. At the center of the upper surface of the bottom water blocking wall 7, the bottom-filled crushed stone 13 is placed with a predetermined thickness so that the area is almost the same as that of the bottom slab 11 of the storage tank 9 so that the bottom-filled crushed stone 13 is loaded. Build the storage tank 9. The body of this storage tank 9 is composed of a bottom plate 11 and side walls 15, and a heat insulating material 19 is provided on the entire inner surface.
And the membrane 17 is provided. The low temperature liquefied gas 21 is stored in the internal space of the storage tank 9, and the liquid level gauge 23 is floated on the uppermost part of the low temperature liquefied gas 21. A roof 25 is provided on the upper side of the side wall 15.

【0013】貯槽9および底部止水壁7と側部止水壁5
との間の貯水空間部27内に水29を装填し、水29の
最上部に水位計31を浮設する。貯水空間部27の最下
部には底部充填砕石13があり、各砕石片の間隙にも水
29が貯留され、側面の水29と共に貯槽9に浮力を働
かせる。貯水空間部27の最下部の底部充填砕石13の
周囲付近には揚水ポンプ33を所定の数量だけ設置し、
各揚水ポンプ33に接続された揚水管35の他端を一時
貯留兼加熱タンク37内まで延長させる。一時貯留兼加
熱タンク37内には、加熱コイル39および所定の数量
の返水ポンプ41を設ける。各返水ポンプ41に接続さ
れた返水管43の他端は貯水空間部25の下部まで延長
する。
Storage tank 9, bottom water stop wall 7 and side water stop wall 5
The water 29 is loaded in the water storage space 27 between the water and, and the water level gauge 31 is floated on the top of the water 29. At the bottom of the water storage space 27, there is a bottom-filled crushed stone 13, water 29 is also stored in the gap between each crushed stone piece, and buoyancy acts on the storage tank 9 together with the water 29 on the side surface. A predetermined number of pumps 33 are installed in the vicinity of the bottom filled crushed stone 13 at the bottom of the water storage space 27,
The other end of the pumping pipe 35 connected to each pumping pump 33 is extended into the temporary storage and heating tank 37. A heating coil 39 and a predetermined number of water return pumps 41 are provided in the temporary storage and heating tank 37. The other end of the water return pipe 43 connected to each water return pump 41 extends to the lower portion of the water storage space 25.

【0014】この低温液化ガスタンク1では、水29
は、貯水空間部27と一時貯留兼加熱タンク37の間を
循環し、水位と温度とがコントロールされる。
In this low temperature liquefied gas tank 1, water 29
Circulates between the water storage space 27 and the temporary storage and heating tank 37, and the water level and temperature are controlled.

【0015】貯槽9は水29から浮力を受けるが、貯槽
9が底部充填砕石13に軟着底状態になるように水29
の水位が制御される。このため、貯槽9の躯体である底
版11および側壁15にかかる圧力は、図3に示すよう
な従来の土等で埋め戻す方式の低温液化ガスタンク51
の躯体にかかる圧力より少ないため、底版11および側
壁15を従来より薄くすることができる。
The storage tank 9 receives buoyancy from the water 29, but the water 29 is kept so that the storage tank 9 is softly attached to the bottom filling crushed stone 13.
Water level is controlled. Therefore, the pressure applied to the bottom slab 11 and the side wall 15 that are the body of the storage tank 9 is such that the conventional low temperature liquefied gas tank 51 is backfilled with soil as shown in FIG.
Since it is less than the pressure applied to the frame of the above, the bottom plate 11 and the side wall 15 can be made thinner than before.

【0016】低温液化ガス21の液位の変動を示す液位
計23からのデータは制御装置(図示せず)に送られ、
制御装置からの指示により、揚水ポンプ33および返水
ポンプ41の稼働をコントロールして貯水空間部27の
水位を調節する。水29の水位は、安全のため低温液化
ガス21の液位より若干高くなるように、所定の許容範
囲内に調節し、貯槽9の外圧と内圧とを釣り合わせる。
The data from the liquid level gauge 23 showing the fluctuation of the liquid level of the low temperature liquefied gas 21 is sent to a control device (not shown),
According to an instruction from the control device, the operation of the pump pump 33 and the return pump 41 is controlled to adjust the water level in the water storage space 27. For safety, the water level of the water 29 is adjusted within a predetermined allowable range so as to be slightly higher than the liquid level of the low temperature liquefied gas 21, and the external pressure and the internal pressure of the storage tank 9 are balanced.

【0017】また、図3に示すように従来の低温液化ガ
スタンク51では、貯槽躯体コンクリート61、止水壁
55および周囲の地盤53内等の凍結線を制御するため
に側部ヒータ管79が設置されていた。これに対し低温
液化ガスタンク1では、水29を一時貯留兼加熱タンク
37内で加熱コイル39により加熱して貯水空間部27
に循環させて貯槽9の躯体である底版11および側壁1
5、側部止水壁5および底部止水壁7および周囲の地盤
3内等の凍結線を制御する。また、貯水空間部27内の
水29の加熱だけでは対応できない場合に備えて、非常
用底部ヒータ管等(図示せず)を設けてもよい。
Further, as shown in FIG. 3, in the conventional low temperature liquefied gas tank 51, a side heater pipe 79 is installed in order to control freezing lines such as the storage skeleton concrete 61, the water blocking wall 55 and the surrounding ground 53. It had been. On the other hand, in the low temperature liquefied gas tank 1, the water 29 is temporarily stored in the heating tank 37 by the heating coil 39 to heat the water storage space 27.
The bottom plate 11 and the side wall 1, which are the skeletons of the storage tank 9,
5, the side water stop wall 5, the bottom water stop wall 7, and the surrounding ground 3 and the like are controlled. Further, an emergency bottom heater tube or the like (not shown) may be provided in case the heating of the water 29 in the water storage space 27 is not sufficient.

【0018】以下、低温液化ガスタンク1の浮力バラン
スおよび水29の温度を調節する手順について説明す
る。図2は、浮力バランス調整および温度調整を示すフ
ローチャートである。低温液化ガスタンク1の貯槽9の
形状、体積、重量等のデータをコンピュータに入力する
(ステップ101)。これらのデータを基に、貯槽9の
浮力バランスをとるため、貯槽9内の貯液の液深変化に
対して、貯水空間部27の水深をどのような許容範囲内
に調節すべきかの関係を算出する(ステップ102)。
次に、貯槽9内の貯液の出し入れに用いるポンプ(図示
せず)の最大能力に対応できるように、貯水空間部27
の水深調節用ポンプである揚水ポンプ33、返水ポンプ
41の能力を決定する(ステップ103)。次にステッ
プ102およびステップ103で求められたデータを、
揚水ポンプ33および返水ポンプ41の稼働および停止
を制御する前記制御装置に設定する(ステップ10
4)。
The procedure for adjusting the buoyancy balance of the low temperature liquefied gas tank 1 and the temperature of the water 29 will be described below. FIG. 2 is a flowchart showing buoyancy balance adjustment and temperature adjustment. Data such as the shape, volume and weight of the storage tank 9 of the low temperature liquefied gas tank 1 is input to the computer (step 101). Based on these data, in order to balance the buoyancy of the storage tank 9, the relationship between the allowable depth of the water depth of the water storage space portion 27 and the change in the liquid depth of the stored liquid in the storage tank 9 is shown. Calculate (step 102).
Next, the water storage space 27 is provided so that the maximum capacity of a pump (not shown) used for taking in and out the stored liquid in the storage tank 9 can be dealt with.
The capacities of the water pump 33 and the return pump 41, which are the water depth adjusting pumps, are determined (step 103). Next, the data obtained in step 102 and step 103 are
The pump is set in the control device that controls the operation and stop of the pump 33 and the return pump 41 (step 10).
4).

【0019】次に、側壁15の躯体コンクリート打設途
中から、貯水空間部27内に徐々に水29を装填し、水
29の最上部に水位計31を浮設して、それまでに打設
した部分と釣り合うように、前記制御装置、揚水ポンプ
33および返水ポンプ41で水位をコントロールしつ
つ、低温液化ガスタンク1を完成させる。
Next, while the side wall 15 is being poured into the skeleton concrete, the water 29 is gradually loaded into the water storage space 27, and the water level gauge 31 is floated on the uppermost portion of the water 29, and the casting is performed by then. The low-temperature liquefied gas tank 1 is completed while controlling the water level with the control device, the pump 33, and the return pump 41 so as to balance with the above-mentioned portion.

【0020】低温液化ガスタンク1の完成後、常時監視
制御を開始する。常時監視制御では、貯水空間部27内
の温度を常時監視制御しつつ、低温液化ガス21の流入
または払出しに伴う貯液量の変化を監視し、貯液量に釣
り合うように、貯水空間部27内の水位を常時監視制御
する。
After the low temperature liquefied gas tank 1 is completed, constant monitoring control is started. In the constant monitoring control, the temperature in the water storage space 27 is constantly monitored and controlled, and the change in the amount of stored liquid accompanying the inflow or withdrawal of the low temperature liquefied gas 21 is monitored and the water storage space 27 is adjusted so as to be in balance with the stored liquid amount. The water level inside is constantly monitored and controlled.

【0021】まず最初に、貯水空間部27内の水位を釣
り合わせつつ、低温液化ガス21を貯槽9の内部に貯液
していき、その後は必要に応じて貯液量を増減させる。
このとき、貯水空間部27の水温および貯槽9の躯体等
の温度を、所定の複数の測定箇所(図示せず)で常時測
定する(ステップ105)。
First, the low-temperature liquefied gas 21 is stored in the storage tank 9 while balancing the water levels in the water storage space 27, and thereafter the storage amount is increased or decreased as necessary.
At this time, the water temperature of the water storage space 27 and the temperature of the skeleton of the storage tank 9 are constantly measured at a plurality of predetermined measurement points (not shown) (step 105).

【0022】次に躯体温度と水温が適温以上であるか否
かを判定し(ステップ106)、躯体温度と水温が適温
未満ならば、貯水空間部27用の水29を一時貯留兼加
熱タンク37内の加熱コイル39により加熱して、貯水
空間部27に循環させる(ステップ107)。
Next, it is judged whether or not the body temperature and the water temperature are above the optimum temperature (step 106). If the body temperature and the water temperature are below the optimum temperature, the water 29 for the water storage space 27 is temporarily stored and heated in the heating tank 37. It is heated by the internal heating coil 39 and circulated in the water storage space 27 (step 107).

【0023】ステップ106で、躯体温度と水温が適温
上限ならば、貯水空間部27用の水29の加熱を停止す
る(ステップ108)。ステップ108で加熱されてい
ない状態ならば、加熱されていない状態を維持する。次
に、低温液化ガス21の液深を測定し、データを制御装
置に送る(ステップ109)。
In step 106, if the skeleton temperature and the water temperature are the appropriate upper limits, the heating of the water 29 for the water storage space 27 is stopped (step 108). If it is not heated in step 108, the unheated state is maintained. Next, the liquid depth of the low temperature liquefied gas 21 is measured, and the data is sent to the control device (step 109).

【0024】また、ステップ107の後、貯水空間部2
7の水温および貯槽9の躯体温度の上昇を待たずに、水
29を加熱循環させつつ低温液化ガス21の液深を測定
し、データを制御装置に送り(ステップ109)、必要
に応じて貯水空間部27の水位調節を行なう。そして、
ステップ109で測定した低温液化ガス21の液深に釣
り合う貯水空間部27の水深を算定する(ステップ11
0)。
After step 107, the water storage space 2
Without waiting for the water temperature of 7 and the body temperature of the storage tank 9 to rise, the liquid depth of the low-temperature liquefied gas 21 is measured while the water 29 is being heated and circulated, and the data is sent to the control device (step 109), and the stored water is stored if necessary. The water level of the space 27 is adjusted. And
The water depth of the water storage space 27 that matches the liquid depth of the low temperature liquefied gas 21 measured in step 109 is calculated (step 11
0).

【0025】次に貯水空間部27の水深を測定して(ス
テップ111)、水深が、低温液化ガス21の液深と貯
水空間部27の水深とが釣り合う許容範囲内にあるかど
うかを判定する(ステップ112)。ステップ112で
釣り合っている場合には、ステップ105に戻り温度制
御をしつつ、低温液化ガス21の流入または払出しに伴
う液深の変化の監視を続ける。ステップ112で釣り合
っていない場合には、貯水空間部27の水位が高ければ
揚水ポンプ33を稼働させ、貯水空間部27の水位が低
ければ返水ポンプ41を稼働させて、水29の水位を調
節する。このとき、ステップ106で躯体温度と水温と
が適温未満の場合は、水29を加熱循環させている最中
であるため、揚水ポンプ33および返水ポンプ41の、
各ポンプの稼働の発停を調節することによって、水29
を循環させつつ貯水空間部27の水位を上げたり下げた
りする。このとき、常に液位よりも水位を高くして安全
に浮力バランスをとるようにする。
Next, the water depth of the water storage space 27 is measured (step 111), and it is determined whether the water depth is within an allowable range where the liquid depth of the low temperature liquefied gas 21 and the water depth of the water storage space 27 are balanced. (Step 112). If they are in equilibrium in step 112, the process returns to step 105, and while controlling the temperature, the change in the liquid depth accompanying the inflow or withdrawal of the low temperature liquefied gas 21 is continued to be monitored. If the water levels in the water storage space 27 are high, the pumping pump 33 is operated, and if the water level in the water storage space 27 is low, the return pump 41 is operated to adjust the water level of the water 29. To do. At this time, if the body temperature and the water temperature are less than the optimum temperatures in step 106, it means that the water 29 is being heated and circulated, so that the pumping pump 33 and the return water pump 41,
By adjusting the start / stop of the operation of each pump, water 29
The water level of the water storage space 27 is raised or lowered while circulating. At this time, always make the water level higher than the liquid level so that buoyancy can be balanced safely.

【0026】このように本実施例によれば、側方および
底部からの地下水の浸透を防止する側部止水壁5、底部
止水壁7と、側部止水壁5、底部止水壁7内部に設けら
れ側壁15と底版11とからなる躯体との間の貯水空間
部27に水29を装填し、貯槽9内の低温液化ガス21
の液深に釣り合うように貯水空間部27の水位を調節し
て、貯槽9が軟着底状態となるようにする。また、水2
9を必要に応じて加熱することで、側壁15と底版11
とからなる躯体、側部止水壁5、底部止水壁7および周
囲の地盤3内等の凍結線を制御することができる。ま
た、貯水空間部27から貯槽9の躯体外周部を目視検査
することが可能なため、メンテナンスも容易となる。
As described above, according to this embodiment, the side water stop wall 5, the bottom water stop wall 7, the side water stop wall 5, and the bottom water stop wall prevent the permeation of groundwater from the side and bottom. 7 is filled with water 29 in the water storage space 27 between the side wall 15 and the slab composed of the bottom plate 11, and the low temperature liquefied gas 21 in the storage tank 9 is charged.
The water level of the water storage space 27 is adjusted so as to be balanced with the liquid depth of the storage tank 9 so that the storage tank 9 is in the soft-seated bottom state. Also, water 2
By heating 9 as necessary, the side wall 15 and the bottom plate 11
It is possible to control the icing lines in the frame consisting of, the side water blocking wall 5, the bottom water blocking wall 7 and the surrounding ground 3. Further, since the outer peripheral portion of the skeleton of the storage tank 9 can be visually inspected from the water storage space 27, maintenance is facilitated.

【0027】[0027]

【発明の効果】以上、詳細に説明したとおり、本発明に
よれば、安全性を損なわずに貯槽本体および地盤の荷重
条件を軽減してコンクリート等の使用量等を低減し、ま
た側部ヒータ管設置および埋戻しの必要をなくし、工期
の短縮が可能でコストが低くメンテナンスも容易な低温
液化ガスタンクを提供することが可能である。
As described above in detail, according to the present invention, the load condition of the storage tank main body and the ground is reduced to reduce the usage amount of concrete etc. without impairing the safety and the side heater. It is possible to provide a low-temperature liquefied gas tank that does not require pipe installation and backfilling, can shorten the construction period, is low in cost, and is easy to maintain.

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

【図1】 低温液化ガスタンク1の構造説明図FIG. 1 is a structural explanatory view of a low temperature liquefied gas tank 1.

【図2】 浮力バランス調整および温度調整を示すフロ
ーチャート
FIG. 2 is a flowchart showing buoyancy balance adjustment and temperature adjustment.

【図3】 従来の低温液化ガスタンク51の構造説明図FIG. 3 is a structural explanatory view of a conventional low temperature liquefied gas tank 51.

【符号の説明】[Explanation of symbols]

1………低温液化ガスタンク 3………地盤 5………側部止水壁 7………底部止水壁 9………貯槽 11………底版 13………底部充填砕石 15………側壁 17………メンブレン 19………断熱材 21………低温液化ガス 23………液位計 25………屋根 27………貯水空間部 29………水 31………水位計 33………揚水ポンプ 35………揚水管 37………一時貯留兼加熱タンク 39………加熱コイル 41………返水ポンプ 43………返水管 1 ...... Low temperature liquefied gas tank 3 ...... Ground 5 ...... Side water stop wall 7 ...... Bottom water stop wall 9 ...... Storage tank 11 ...... Bottom plate 13 ...... Bottom filling crushed stone 15 ...... Side wall 17 ... Membrane 19 ... Insulation 21 ... Low-temperature liquefied gas 23 ... Level gauge 25 ... Roof 27 ... Water storage space 29 ... Water 31 ... Water level 33 Pumping pump 35 Pumping pipe 37 Temporary storage and heating tank 39 Heating coil 41 Return pump 43 Return pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 側方および底部からの地下水の浸透を防
止する止水壁または止水膜と、 前記止水壁内部に設けられ、側壁と底版からなる躯体
と、 前記躯体上に設けられる屋根と、 を具備し、 前記止水壁と前記躯体との間に水を装填することを特徴
とする低温液化ガスタンク。
1. A water blocking wall or a water blocking film for preventing permeation of groundwater from the side and bottom, a frame provided inside the water blocking wall, the frame including a side wall and a bottom slab, and a roof provided on the frame. A low-temperature liquefied gas tank, characterized in that water is loaded between the water blocking wall and the skeleton.
【請求項2】 前記水の量を、前記躯体内部に貯蔵され
る低温液化ガスの量に応じて変動させることを特徴とす
る請求項1記載の低温液化ガスタンク。
2. The low temperature liquefied gas tank according to claim 1, wherein the amount of the water is changed according to the amount of the low temperature liquefied gas stored inside the body.
【請求項3】 前記水を加熱してヒータとして用いるこ
とを特徴とする請求項1記載の低温液化ガスタンク。
3. The low temperature liquefied gas tank according to claim 1, wherein the water is heated and used as a heater.
JP6238352A 1994-09-06 1994-09-06 Low temperature liquefied gas tank Expired - Fee Related JP2810329B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6238352A JP2810329B2 (en) 1994-09-06 1994-09-06 Low temperature liquefied gas tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6238352A JP2810329B2 (en) 1994-09-06 1994-09-06 Low temperature liquefied gas tank

Publications (2)

Publication Number Publication Date
JPH0882113A true JPH0882113A (en) 1996-03-26
JP2810329B2 JP2810329B2 (en) 1998-10-15

Family

ID=17028925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6238352A Expired - Fee Related JP2810329B2 (en) 1994-09-06 1994-09-06 Low temperature liquefied gas tank

Country Status (1)

Country Link
JP (1) JP2810329B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009041267A (en) * 2007-08-09 2009-02-26 Shimizu Corp Bottom structure of underground tank
CN105952008A (en) * 2016-05-27 2016-09-21 中石化宁波工程有限公司 An elastic felt hanging method for a large full-containment low-temperature storage tank
CN111119256A (en) * 2019-12-24 2020-05-08 河海大学 Test device for measuring horizontal bearing characteristic of anti-skid structure with toothed wall and operation method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57200795A (en) * 1981-11-04 1982-12-09 Kajima Corp Freezing prevention for ground around liquefied gas storing underground tank
JPS61127999A (en) * 1984-11-27 1986-06-16 Ishikawajima Harima Heavy Ind Co Ltd Low-temperature tank and construction method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57200795A (en) * 1981-11-04 1982-12-09 Kajima Corp Freezing prevention for ground around liquefied gas storing underground tank
JPS61127999A (en) * 1984-11-27 1986-06-16 Ishikawajima Harima Heavy Ind Co Ltd Low-temperature tank and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009041267A (en) * 2007-08-09 2009-02-26 Shimizu Corp Bottom structure of underground tank
CN105952008A (en) * 2016-05-27 2016-09-21 中石化宁波工程有限公司 An elastic felt hanging method for a large full-containment low-temperature storage tank
CN105952008B (en) * 2016-05-27 2017-11-28 中石化宁波工程有限公司 Large-scale full containing low-temperature storage tank resilient felt tapestry method
CN111119256A (en) * 2019-12-24 2020-05-08 河海大学 Test device for measuring horizontal bearing characteristic of anti-skid structure with toothed wall and operation method

Also Published As

Publication number Publication date
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