JPH0425700A - Liquefied gas storage underground tank - Google Patents

Liquefied gas storage underground tank

Info

Publication number
JPH0425700A
JPH0425700A JP12530290A JP12530290A JPH0425700A JP H0425700 A JPH0425700 A JP H0425700A JP 12530290 A JP12530290 A JP 12530290A JP 12530290 A JP12530290 A JP 12530290A JP H0425700 A JPH0425700 A JP H0425700A
Authority
JP
Japan
Prior art keywords
liquefied gas
tank
liquid collection
tank body
underground
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
JP12530290A
Other languages
Japanese (ja)
Other versions
JPH0799240B2 (en
Inventor
Mitsuhiro Hirabayashi
平林 充弘
Kozo Tamura
興造 田村
Isao Tezuka
功 手塚
Kenichi Ando
賢一 安藤
Kanji Komori
小森 寛治
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.)
Obayashi Corp
Kawasaki Heavy Industries Ltd
Hiroshima Gas Co Ltd
Original Assignee
Obayashi Corp
Kawasaki Heavy Industries Ltd
Hiroshima Gas Co Ltd
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 Obayashi Corp, Kawasaki Heavy Industries Ltd, Hiroshima Gas Co Ltd filed Critical Obayashi Corp
Priority to JP2125302A priority Critical patent/JPH0799240B2/en
Publication of JPH0425700A publication Critical patent/JPH0425700A/en
Publication of JPH0799240B2 publication Critical patent/JPH0799240B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、液化ガスを貯蔵する地下タンクに関する。[Detailed description of the invention] (Industrial application field) The present invention relates to an underground tank for storing liquefied gas.

(従来の技術) 液化ガスを貯蔵する手段として、全体もしくは一部を地
下に埋設する地下タンクが知られている。
(Prior Art) As a means for storing liquefied gas, underground tanks, which are wholly or partially buried underground, are known.

この種の地下タンクでは、付属配管などから液化ガスが
外部に漏出すると、時間とともに周辺の地盤が凍結して
、その膨張圧力により土留壁の崩壊、地盤の変状などの
恐れがある。
In this type of underground tank, if liquefied gas leaks outside from attached piping, the surrounding ground may freeze over time, and the expansion pressure may cause the retaining walls to collapse and the ground to deform.

第4図は、従来の地下タンクの一例を示している。FIG. 4 shows an example of a conventional underground tank.

同図に示す地下タンクは、環状の側壁1と、この側壁1
の下端部に設けられた円盤状の底版2と、を有しており
、側壁1の内部には、液化ガスか収容される内槽3.保
冷材4.保冷材4を保持する外槽5.内外槽2,5を支
持するスラブ6およびスラブ6を支持する柱7か設けら
れている。。
The underground tank shown in the figure consists of an annular side wall 1 and this side wall 1.
It has a disk-shaped bottom plate 2 provided at the lower end of the side wall 1, and inside the side wall 1, an inner tank 3. Cold insulation material 4. Outer tank 5 that holds the cold insulation material 4. A slab 6 supporting the inner and outer tanks 2 and 5 and a column 7 supporting the slab 6 are provided. .

また、雨水の排水は、雨水排水ピット8に集めて、排水
ポンプ9によって外部に排出される。
Further, rainwater is collected in a rainwater drainage pit 8 and discharged to the outside by a drainage pump 9.

ところが、このような構造の地下タンクには、以下に説
明する技術的課題があった。
However, underground tanks with such a structure have the following technical problems.

(発明が解決しようとする課題) すなわち、第4図に示した構造の地下タンクでは、付属
配管などから液化ガスが漏出した時には、側壁1.底版
2に囲まれた領域に停滞し、自然蒸発によって液化ガス
が消失するまでに数十臼を要する。
(Problem to be Solved by the Invention) That is, in the underground tank having the structure shown in FIG. 4, when liquefied gas leaks from the attached piping, etc., the side wall 1. It takes several tens of millimeters for the liquefied gas to stagnate in the area surrounded by the bottom plate 2 and disappear through natural evaporation.

従って、この間に側壁1の外周部の地盤および底版2下
の地盤が凍結し、凍結膨張などの変状の恐れがあるとと
もに、液化ガスの回収は通常の排水ポンプ9では不可能
であった。
Therefore, during this time, the ground around the outer periphery of the side wall 1 and the ground under the bottom slab 2 freeze, and there is a risk of deformation such as freezing and expansion, and it is impossible to recover the liquefied gas using the normal drainage pump 9.

この発明は、このような従来の問題点に鑑みてなされた
ものであり、その目的とするところは、雨水排水ピット
とは別に漏出液化ガスの集液ピットを設け、地盤に悪影
響を及ぼすことなく、効率的、かつ、短期に漏出した液
化ガスの回収ができる液化ガス貯蔵用地下タンクを提供
することにある。
This invention was made in view of such conventional problems, and its purpose is to provide a collection pit for leaked liquefied gas separately from the rainwater drainage pit, without adversely affecting the ground. An object of the present invention is to provide an underground tank for storing liquefied gas that can efficiently and quickly recover leaked liquefied gas.

(課題を解決するための手段) 上記目的を達成するために、本発明は、液化ガスを収納
するタンク本体と、このタンク本体の外周に間隔をおい
て構築された土留壁とを有する地下タンクにおいて、前
記タンク本体と土留壁との間に前記タンク本体や付属配
管などから漏出した液化ガスを集める環状の集液溝を形
成し、この集液溝の適宜個所に集液ピット内を設けると
ともに、この集液ピット内に集められた漏出液化ガスを
排出する排出装置を設けたことを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides an underground tank having a tank body for storing liquefied gas and an earth retaining wall constructed at intervals around the outer circumference of the tank body. In this method, an annular liquid collection groove is formed between the tank body and the earth retaining wall to collect the liquefied gas leaked from the tank body or attached piping, etc., and liquid collection pits are provided at appropriate locations in this liquid collection groove. The present invention is characterized in that a discharge device is provided to discharge leaked liquefied gas collected in the liquid collection pit.

(発明の作用効果) 上記構成の液化ガス貯蔵用地下タンクによれば、タンク
本体と土留壁との間に集液溝と集液ピットおよび排出装
置とが設けられているので、漏出した液化ガスが少量の
場合には、漏出液は集液ピット内に集液され、タンク本
体の側壁や底版への影響を最小限にとどめ、集液ピット
内の液は排出装置で簡単に回収できる。
(Operations and Effects of the Invention) According to the underground tank for storing liquefied gas having the above configuration, since the liquid collection groove, the liquid collection pit, and the discharge device are provided between the tank body and the earth retaining wall, leaked liquefied gas If the amount of leaked liquid is small, the leaked liquid will be collected in the liquid collection pit, minimizing the impact on the side walls and bottom plate of the tank body, and the liquid in the liquid collection pit can be easily recovered with a discharge device.

また、漏出した液化ガスが大量の場合でも、集液ピット
内に設けた排出装置を駆動することにより、短時間で回
収でき、周辺地盤が凍結することを回避できる。
Furthermore, even if a large amount of leaked liquefied gas occurs, it can be recovered in a short time by driving the discharge device installed in the liquid collection pit, and freezing of the surrounding ground can be avoided.

(実施例) 以下、この発明の好適な実施例について添付図面を参照
にして詳細に説明する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図から第3図は、この発明にかかる液化ガス貯蔵用
地下タンクの一実施例を示している。
1 to 3 show an embodiment of an underground tank for storing liquefied gas according to the present invention.

同図に示す地下タンクは、LNG、LPG等の液化ガス
Gを収納するタンク本体10と、このタンク本体10の
外周に間隔をおいて、これを囲繞するようにして構築さ
れた環状の土留壁12とを有している。
The underground tank shown in the figure includes a tank main body 10 that stores liquefied gas G such as LNG or LPG, and an annular earth retaining wall built around the tank main body 10 at intervals. 12.

タンク本体10は、内槽10aと、外槽10bと、内槽
10aと外槽10bとの間に設けられた保冷材10cと
、内外槽10a、10bの下端を閉止する底版部10d
とから構成されている。。
The tank body 10 includes an inner tank 10a, an outer tank 10b, a cold insulating material 10c provided between the inner tank 10a and the outer tank 10b, and a bottom plate part 10d that closes the lower ends of the inner and outer tanks 10a and 10b.
It is composed of. .

土留壁12は、この実施例では、地上から構築される連
続地中壁部12aと、この地中壁部12aを構築した後
に内部を根切りして、その内面側に一体に形成される内
巻壁部12bとから構成されている。
In this embodiment, the earth retaining wall 12 includes a continuous underground wall section 12a constructed from above ground, and an inner wall section formed integrally on the inner surface of the continuous underground wall section 12a by cutting the inside after constructing the underground wall section 12a. It is composed of a winding wall portion 12b.

上記内巻壁部12bの下端には、下方に礫層13を設け
て基礎スラブ14が一体に形成されており、タンク本体
10の底版部10dは、この基礎スラブ14上に立設さ
れた複数の支柱16によって基礎スラブ14から所定の
間隔をあけて支持されているスラブ17上に設置されて
いる。
A foundation slab 14 is integrally formed at the lower end of the inner wall portion 12b with a gravel layer 13 provided below. It is installed on a slab 17 that is supported by pillars 16 at a predetermined distance from the foundation slab 14.

また、内巻壁12bの下端部分は、この実施例では、第
2図にその詳細を示すように、内方に略り字形に折れ曲
がるように形成されており、この折曲部分の上面側に凹
状の集液溝18が形成されている。
In this embodiment, the lower end portion of the inner wall 12b is bent inward in an abbreviated shape, as shown in detail in FIG. A concave liquid collection groove 18 is formed.

この集液溝18は、上面側から見ると、内巻壁12bの
下端内側に沿って環状に形成されている。
The liquid collection groove 18 is formed in an annular shape along the inner side of the lower end of the inner wall 12b when viewed from the top side.

集液溝18は、タンク本体10内や、付属配管19など
から漏出する液化ガスGを集めるだめのものであり、基
礎スラブ14上に漏出した液を集液溝18に効率的に集
めるためには、例えば、基礎スラブ14の上面に集液溝
18側に向かって傾斜する勾配を設けても良い。
The liquid collecting groove 18 is for collecting the liquefied gas G leaking from the inside of the tank body 10 or the attached piping 19, etc., and is used to efficiently collect the liquid leaked onto the foundation slab 14 in the liquid collecting groove 18. For example, a slope may be provided on the upper surface of the foundation slab 14 that slopes toward the liquid collecting groove 18 side.

一方、上記集液溝18の適宜個所には、第3図に詳細を
示すように、深い凹状の2段のピット20が設けられて
おり、ピット20は、雨水ピット20aと液化ガスGの
集液ピット20bとから構成され、少なくとも集液溝1
8に対して1箇所以上設けられている。
On the other hand, deep concave two-stage pits 20 are provided at appropriate locations in the liquid collection groove 18, as shown in detail in FIG. At least the liquid collecting groove 1
One or more locations are provided for every 8.

このピット20は、集液a18に集められだ液化ガスG
をさらに集液するものであり、その内部には、例えば、
常時雨水が所定のレベルになると自動的に駆動される排
水ポンプ22aと、集液された液化ガスGが所定のレベ
ルになると自動的に駆動される排液ポンプ22bとが設
置されており、それぞれのポンプ22a、bで汲上げら
れた水。
This pit 20 is filled with liquefied gas G that is collected in the liquid collection a18.
It further collects liquid, and inside it, for example,
A drain pump 22a that is automatically driven when rainwater reaches a predetermined level, and a drain pump 22b that is automatically driven when the collected liquefied gas G reaches a predetermined level are installed. The water pumped up by the pumps 22a and 22b.

液は、バイブ24a、bを介して地上に送られ図外の処
理装置で処理される。
The liquid is sent to the ground via the vibrators 24a and 24b and is processed by a processing device (not shown).

さて、以上のように構成された地下タンクでは、タンク
本体10と土留壁12との間に集液溝18とピット20
bおよび排液ポンプ22bとが設けられているので、漏
出した液化ガスGが少量の場合には、漏出液は集液ピッ
ト20内に集液され、タンク本体10の側壁部10aや
外?!10bへの影響を最小限にとどめ、ピット2Ob
内の液はポンプ22bで簡単に回収できる。
Now, in the underground tank configured as described above, a liquid collection groove 18 and a pit 20 are provided between the tank body 10 and the earth retaining wall 12.
b and a drain pump 22b are provided, so if the leaked liquefied gas G is a small amount, the leaked liquid is collected in the liquid collection pit 20 and is collected on the side wall 10a of the tank body 10 or outside. ! Minimizing the impact on 10b, pit 2Ob
The liquid inside can be easily collected with the pump 22b.

また、漏出した液化ガスGが大量の場合でも、ピット2
0bおよびポンプ22bは、複数ないしは多数設けるこ
とができるので、ポンプ22bを同時に駆動することに
より、周辺の地盤が凍結する前に回収することができる
。
In addition, even if a large amount of liquefied gas G leaks, the pit 2
Since a plurality or a large number of the pumps 0b and the pumps 22b can be provided, by driving the pumps 22b at the same time, the surrounding ground can be recovered before it freezes.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明にかかる液化ガス貯蔵用地下タンクの一
実施例を示す全体断面図、第2図は第1図のA部拡大図
、第3図は第1図のB部拡大図、第4図は従来の地下タ
ンクを示す全体断面図である。 10・・・・・・タンク本体 12a・・・連続地中壁部 14・・・・・・基礎スラブ 20b・・・ピット 12・・・・・・土留壁 12b・・・内巻壁部 18・・・・・・集液溝 22b・・・ポンプ(排出装置)
FIG. 1 is an overall sectional view showing an embodiment of an underground tank for storing liquefied gas according to the present invention, FIG. 2 is an enlarged view of section A in FIG. 1, and FIG. 3 is an enlarged view of section B in FIG. FIG. 4 is an overall sectional view showing a conventional underground tank. 10...Tank body 12a...Continuous underground wall part 14...Foundation slab 20b...Pit 12...Earth retaining wall 12b...Inner wall part 18 ...Liquid collection groove 22b...Pump (discharge device)

Claims (1)

【特許請求の範囲】[Claims] 液化ガスを収納するタンク本体と、このタンク本体の外
周に間隔をおいて構築された土留壁とを有する地下タン
クにおいて、前記タンク本体と土留壁との間に前記タン
ク本体や付属配管などから漏出した液化ガスを集める環
状の集液溝を形成し、この集液溝の適宜個所に集液ピッ
ト内を設けるとともに、この集液ピット内に集められた
漏出液化ガスを排出する排出装置を設けたことを特徴と
する液化ガス貯蔵用地下タンク。
In an underground tank that has a tank body that stores liquefied gas and an earth retaining wall constructed at intervals around the outer periphery of the tank body, leakage from the tank body or attached piping between the tank body and the earth retaining wall is detected. An annular liquid collection groove is formed to collect the liquefied gas, and liquid collection pits are provided at appropriate locations in this liquid collection groove, and a discharge device is provided to discharge the leaked liquefied gas collected in the liquid collection pit. An underground tank for storing liquefied gas characterized by:
JP2125302A 1990-05-17 1990-05-17 Underground tank for liquefied gas storage Expired - Lifetime JPH0799240B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2125302A JPH0799240B2 (en) 1990-05-17 1990-05-17 Underground tank for liquefied gas storage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2125302A JPH0799240B2 (en) 1990-05-17 1990-05-17 Underground tank for liquefied gas storage

Publications (2)

Publication Number Publication Date
JPH0425700A true JPH0425700A (en) 1992-01-29
JPH0799240B2 JPH0799240B2 (en) 1995-10-25

Family

ID=14906727

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2125302A Expired - Lifetime JPH0799240B2 (en) 1990-05-17 1990-05-17 Underground tank for liquefied gas storage

Country Status (1)

Country Link
JP (1) JPH0799240B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137977A (en) * 2016-02-05 2017-08-10 川崎重工業株式会社 Liquid collecting diffusion device of leak cryogenic liquefied gas
CN111795298A (en) * 2020-07-23 2020-10-20 河北柒壹壹玖工业自动化技术有限公司 A Hydrogen Compression Device for Hydrogen Kinetic UAV

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61165098A (en) * 1986-01-22 1986-07-25 Kawasaki Heavy Ind Ltd Double shell low temperature tank

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61165098A (en) * 1986-01-22 1986-07-25 Kawasaki Heavy Ind Ltd Double shell low temperature tank

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017137977A (en) * 2016-02-05 2017-08-10 川崎重工業株式会社 Liquid collecting diffusion device of leak cryogenic liquefied gas
CN111795298A (en) * 2020-07-23 2020-10-20 河北柒壹壹玖工业自动化技术有限公司 A Hydrogen Compression Device for Hydrogen Kinetic UAV
CN111795298B (en) * 2020-07-23 2021-08-17 河北柒壹壹玖工业自动化技术有限公司 A Hydrogen Compression Device for Hydrogen Kinetic UAV

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