JPS58146798A - Underground tank for storing low temperature liquefied gas and execution thereof - Google Patents
Underground tank for storing low temperature liquefied gas and execution thereofInfo
- Publication number
- JPS58146798A JPS58146798A JP57028184A JP2818482A JPS58146798A JP S58146798 A JPS58146798 A JP S58146798A JP 57028184 A JP57028184 A JP 57028184A JP 2818482 A JP2818482 A JP 2818482A JP S58146798 A JPS58146798 A JP S58146798A
- Authority
- JP
- Japan
- Prior art keywords
- underground
- tank
- low
- temperature
- piping network
- 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
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
- F17C3/00—Vessels not under pressure
- F17C3/005—Underground or underwater containers or vessels
-
- 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
- F17C2201/00—Vessel construction, in particular geometry, arrangement or size
- F17C2201/05—Size
- F17C2201/052—Size large (>1000 m3)
-
- 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
- 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】
この発明は遵I&地中壷會用いた低温激化ガス貯蔵用地
下タンクおよびその施工方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground tank for storing low temperature intensified gas using an underground tank and a method for constructing the same.
列えばLNG等の低温1質を貯蔵するため全地下式ある
いは半地下式の地下タンクが近年l用されるようになっ
て11友、この地下タンクは連続地中壁を用いて構成さ
れる。その施工方法は、先ず、タンクの1iuiisの
外部に相当する位置に石って連続地中壁を設け、次にそ
の地中壁で囲まれ死中を逆巻工法、Toるいは順巻工法
によりタンク本体t−施工して全地下式あるいは半地下
式のタンクを構成する。In recent years, fully underground or semi-underground tanks have come into use for storing low-temperature materials such as LNG, and these underground tanks are constructed using continuous underground walls. The construction method is to first install a continuous underground wall with stones at a position corresponding to the outside of the tank, and then use the reverse winding method, to or forward winding method to surround the dead wall with the underground wall. Tank body T-Construction to construct a fully underground or semi-underground tank.
ところで、以上のようにして**される従来の低温液化
ガス貯蔵用地下タンクでは、そこにLNG等の低温物質
が貯R″:Sれているときは問題ないが、そこに低a物
質が貯駅される藺るるいはそのタンクが擾期間不便用状
幡にるると龜は、そのタンク壁部のコンクリート打継目
から地下水が侵入してくるという問題が生じる。この地
下水の浸入は地下水圧が高いために、コンクリートの打
継目へのグラウト注入等によっては防止し―い。ま九こ
れとは別に、この種の地下タンクはその壁厚を十分に大
きくする必要がToり、この丸めに打設コンクリートの
硬化熱による温度応力によって浸水の原因となるヒビ割
れ等が生じヤすいという間4%hっ九。By the way, in the conventional underground tank for storing low-temperature liquefied gas as described above, there is no problem when low-temperature substances such as LNG are stored there, but there is no problem when low-temperature substances such as LNG are stored there. If the storage tank is left in a storage tank for an inconvenient period, a problem arises in that groundwater infiltrates through the concrete joints in the tank wall.This intrusion of groundwater is caused by groundwater pressure. This can be prevented by injecting grout into the joints of the concrete.In addition to this, it is necessary for this type of underground tank to have a sufficiently thick wall. Temperature stress caused by the hardening heat of poured concrete can cause cracks that can cause water intrusion, and the temperature is 4%.
この発明は以上のような従来の問題を1みてなされたも
ので、その目的とするところは、完成してからツ用され
るまでの間あるいは一時的に不便用状態にある間に地下
水がタンク内に侵入することを確実に防止できるように
し友低温原化ガス貯賊用地下タンクを提供することKあ
る。tえ、その施工時における地下水の侵入を比較的簡
単かつ確実に防、止できるとともに、打設コンクリート
硬化熱に起因するヒビ割れ等の発生も併せて防止で龜る
ようにした低ll1g化ガス貯蔵用池下タンクの施工方
法を提供すること%目的とする。This invention was made in view of the above-mentioned conventional problems, and its purpose is to prevent underground water from being stored in tanks between completion and use, or during temporary inconvenience. To provide an underground tank for storing friendly low temperature decomposed gas which can reliably prevent the intrusion into the interior of the tank. In addition, it is possible to relatively easily and reliably prevent the intrusion of groundwater during construction, and also to prevent the occurrence of cracks caused by the heat of hardening of poured concrete. The purpose is to provide a construction method for storage tanks below ponds.
以下、この発明の好適な寮S例を図面に基づいて説明す
る。Hereinafter, a preferred example of a dormitory S according to the present invention will be explained based on the drawings.
なお、各図中共通あるいは相当する部分KF′i同符号
を用いて示す。In each figure, common or corresponding parts KF'i are indicated using the same reference numerals.
第1図および第2図はこの発明による低温原化ガス貯蔵
用タンタの一実施列を示す、同窓に示す地下タンクは連
続地中11toを用いて構成される。その基本的な構成
については前述し九従来のものと同様でるるか、ただこ
の発明では、上記連続地中壁10中に低温熱交換液が循
環流する配管@14を埋設してなることt一時機とする
。FIGS. 1 and 2 show one row of tanks for storing low-temperature raw gas according to the present invention. The underground tank shown in the same window is constructed using a continuous underground tank 11to. The basic structure is the same as the conventional one described above, but in this invention, a pipe @ 14 through which a low-temperature heat exchange liquid circulates is buried in the continuous underground wall 10. It will be a temporary opportunity.
この配管網14は、この実1IIAIP1では、連続地
中壁10を施工するときく一様な配管密度となるように
埋没させ九ものである。連続咄中壁10の内側には十分
なコンクリート厚を有するI1体【2および[1116
が設けられている。In this actual project 1IIAIP1, the piping network 14 is buried so as to have a uniform piping density when constructing the continuous underground wall 10. Inside the continuous wall 10, I1 bodies [2 and [1116
is provided.
さて、以上のように構成された地下タンクでは、そこK
L)IG等の低温物質が貯蔵される前あるいはタンクが
機期間空漱になっ九体止状態のときに1上記配管#11
4にバイブ14&を介して液体′i1″aあるいはLN
G等の凍結用熱交換媒体を循環させる。これKより、4
続地中蝋10のコンクリート打継目等からタンク内部へ
侵入しようとする地下水は、その配管網14に澹kll
Nさせられる5I結用熱交換液によって凍結・固定され
、上記タンク内への地下水の侵入が確実に阻止されるよ
うになる。Now, in the underground tank configured as above, there is a
L) Before storing low-temperature substances such as IG or when the tank is empty during the machine and is in a stationary state, 1 above piping #11
4 through the vibrator 14& liquid 'i1''a or LN
Circulate a freezing heat exchange medium such as G. This is from K, 4
Groundwater that attempts to enter the tank through the concrete pouring joints etc. of the continuous underground wax 10 will flow into the piping network 14.
It is frozen and fixed by the 5I condensing heat exchange liquid that is subjected to N, and the intrusion of groundwater into the tank is reliably prevented.
上記地下タンクを構成するためには、連続地中壁lOの
施工時に低温熱交換液が循環流する配管@14を予め布
設して打設コンクリート中に埋設させればよい、このと
き、この発明では、その地中610が完成する前には上
記配管網14に水等の冷却用熱交換液を循環させて打設
コンクリートの硬化熱を吸収させる。これによシコンク
リート内部Kll&応力によって浸水の原因となるよう
なヒビ割れ等の発生が防止される。さらに注目すべきこ
とは、以上のようKして鴫中豐10が完成した後には、
その配管網14に凍結用流体を循環させて該鳩中壷lO
をij[laさせることによプ、例えばコンクリートの
打継目等に沿って侵入する地下水が凍結されてろ九かも
シール材として機能するようになり、これによりa地中
210の止水効果が大幅に高められることである。In order to construct the above-mentioned underground tank, when constructing the continuous underground wall 10, it is sufficient to install the piping @ 14 through which the low-temperature heat exchange liquid circulates in advance and bury it in the poured concrete. Then, before the underground 610 is completed, a cooling heat exchange liquid such as water is circulated through the piping network 14 to absorb the hardening heat of the poured concrete. This prevents the occurrence of cracks, etc. that may cause water ingress due to Kll & stress inside the concrete. What is even more noteworthy is that after the completion of the above-mentioned K-10,
By circulating the freezing fluid through the piping network 14,
For example, by making the underground water infiltrated along concrete pouring joints, etc., it becomes frozen and acts as a sealing material, which greatly improves the water-stopping effect of underground 210. It is something that can be enhanced.
そして、すべての施工が完了した慣は、その埋設し九配
管網14は、前述し丸ように低温資質を貯蔵する前ある
いは長期閲不便用の場合の地下水の浸入防止とヒートフ
ェンスにその11利用することができる。After all the construction has been completed, the underground pipe network 14 will be used to prevent underground water infiltration and heat fence before storing the low-temperature qualities or for long-term viewing. can do.
第8図および第4図はこの発明の別の実施列を示す、こ
の実施列の+sftは、連続地中610そのものが地下
タンクの壁体12の全体を構成するようになっている。8 and 4 show another embodiment of the present invention, in which +sft the continuous underground 610 itself constitutes the entire wall 12 of the underground tank.
この1曾に%、その地中盪lOの内部に予め低温熱交換
液が循環流する配管網14を埋設させておくととKより
、前述の実施列の1曾と同様の効果を得ることができる
。If a piping network 14 through which a low-temperature heat exchange liquid circulates is previously buried inside the underground chamber, the same effect as that of the above-mentioned embodiment can be obtained. I can do it.
を九、第6図および第61に示す池の夷瑚ガのように、
上記配管網14は、遍続鳩中盪印の内側に石って1II
IJkされる一体12の内部にmI&させるようにして
もよい、この1曾、%Kli体12のIIl犀が大きい
ような場合に一工時におけるコンクリート硬化熱の吸収
が一層効果的に行なわれる。9, like the pond moth shown in Figures 6 and 61,
The piping network 14 has a stone 1
In the case where the IJk of the IJk body 12 is large, the concrete curing heat can be absorbed more effectively during the first construction.
以上のように、この発明は、先ずその低温液化カス貯蔵
用地下タンクとしては、低温1質の貯IEI11f6る
いは長期間の不便用による空の状態における地下水のタ
ンク内への浸入を比較的簡単かつ確実に防止することが
でき、を九その施工方法としては、施工時における止水
効果が簡単かつ確実に4られるとと−に、コンクリート
硬化熱に起因するヒビ割れ等の発生も防止される。しか
1、その施工時に使用した配管網は、完成後の地下タン
クにおいてもそのまま前述し九浸水防止とヒートフェン
スの目的に12用することがで自るのである。As described above, the present invention has the following advantages: First, as an underground tank for storing low-temperature liquefied waste, it is relatively easy to prevent underground water from entering the tank when it is empty due to storage of low-temperature 1-quality IEI11f6 or long-term inconvenience. The method of construction is such that the water-stopping effect during construction can be easily and reliably prevented, and the occurrence of cracks caused by concrete curing heat can also be prevented. . However, the piping network used at the time of construction can be used as is for the purpose of preventing flooding and as a heat fence in the underground tank after completion.
11
第1図はこの発1jliKよる低温液化ガス貯蔵用地下
夕/りの一層1m11Flを示す縦WIr面図、第意図
はその横断面図、亀8図はこの発明の別の実施例を示す
縦断面図、第4図はその横断面図、第6図はこの発明の
他の実施列を示す縦断面図、第6図はその横断面図であ
る。
lO・・・・・・・・・遵続地中蝋
【2・・・・・・・・・タンク壁体
14・・・・・・・・・低墨熱交換液傭環用配管網14
亀・・・・・・バイブ
16・・・・・・・・タンク!Ell[特許出願人 株
式会社大林組
代通人 9P塩士 −色 健 輔11 Figure 1 is a vertical WIr sectional view showing one layer of 1m11F of an underground tank for storing low-temperature liquefied gas based on this invention; 4 is a cross-sectional view thereof, FIG. 6 is a vertical cross-sectional view showing another embodiment of the present invention, and FIG. 6 is a cross-sectional view thereof. lO...... Compliant underground wax [2... Tank wall body 14...... Low black heat exchange liquid ring piping network 14
Turtle... Vibrator 16... Tank! Ell [Patent applicant: Obayashi Co., Ltd. Tsujin 9P Shioji - Kensuke Iro
Claims (2)
クにおいて、上記連続地中壁中に低温熱交換液が111
環流する配管網を埋設してなることを特徴とする低温液
化ガス貯蔵用地下タンク。(1) In an underground tank for storing 9 low-temperature sonic gas using a continuous underground structure, a low-temperature heat exchange liquid of 111
An underground tank for storing low-temperature liquefied gas characterized by a buried piping network that circulates the gas.
クの施工方法において、上記1続地中壁の帽工時に低温
熱交換液が循環流する配管網を予め布設して打設コンク
−リート中に埋設させ、地中壁完成前には冷却用熱交換
液を循4iiせて打設コンクリートの硬化熱を吸収させ
、まえ地中櫃児成後にはa[H用流体を#虐させて&[
地中壁をa[#させ、これにより該地中壁の止水効果を
高めることを′#黴とする低温液化ガス貯蔵用地下タン
クの施工方法。(2) In the method of constructing an underground tank for storing nine low-temperature sonic gases using a continuous underground wall, a piping network through which the low-temperature heat exchange liquid circulates is laid in advance and poured during capping of the above-mentioned one continuous underground wall. It is buried in concrete, and before the underground wall is completed, a cooling heat exchange liquid is circulated to absorb the hardening heat of the poured concrete. Let me abuse &[
A construction method for an underground tank for storing low-temperature liquefied gas, which involves making an underground wall a[#], thereby increasing the water-stopping effect of the underground wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57028184A JPS58146798A (en) | 1982-02-25 | 1982-02-25 | Underground tank for storing low temperature liquefied gas and execution thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP57028184A JPS58146798A (en) | 1982-02-25 | 1982-02-25 | Underground tank for storing low temperature liquefied gas and execution thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58146798A true JPS58146798A (en) | 1983-09-01 |
JPH0351959B2 JPH0351959B2 (en) | 1991-08-08 |
Family
ID=12241612
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP57028184A Granted JPS58146798A (en) | 1982-02-25 | 1982-02-25 | Underground tank for storing low temperature liquefied gas and execution thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58146798A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0296062A (en) * | 1988-09-30 | 1990-04-06 | Tokyo Gas Co Ltd | Construction of underground tank |
JP2009150409A (en) * | 2007-12-18 | 2009-07-09 | Shimizu Corp | Low temperature tank and method for constructing same |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57161400A (en) * | 1981-03-31 | 1982-10-04 | Nishimatsu Kensetsu Kk | Construction of underground tank |
-
1982
- 1982-02-25 JP JP57028184A patent/JPS58146798A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57161400A (en) * | 1981-03-31 | 1982-10-04 | Nishimatsu Kensetsu Kk | Construction of underground tank |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0296062A (en) * | 1988-09-30 | 1990-04-06 | Tokyo Gas Co Ltd | Construction of underground tank |
JP2009150409A (en) * | 2007-12-18 | 2009-07-09 | Shimizu Corp | Low temperature tank and method for constructing same |
Also Published As
Publication number | Publication date |
---|---|
JPH0351959B2 (en) | 1991-08-08 |
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