Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6042409B2 - Underground tank leak detection device - Google Patents
[go: Go Back, main page]

JPS6042409B2 - Underground tank leak detection device - Google Patents

Underground tank leak detection device

Info

Publication number
JPS6042409B2
JPS6042409B2 JP6496878A JP6496878A JPS6042409B2 JP S6042409 B2 JPS6042409 B2 JP S6042409B2 JP 6496878 A JP6496878 A JP 6496878A JP 6496878 A JP6496878 A JP 6496878A JP S6042409 B2 JPS6042409 B2 JP S6042409B2
Authority
JP
Japan
Prior art keywords
tank
underground
gas
concrete frame
ground
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
Application number
JP6496878A
Other languages
Japanese (ja)
Other versions
JPS54157687A (en
Inventor
文三 多田
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.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries 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 Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP6496878A priority Critical patent/JPS6042409B2/en
Publication of JPS54157687A publication Critical patent/JPS54157687A/en
Publication of JPS6042409B2 publication Critical patent/JPS6042409B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Examining Or Testing Airtightness (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 この発明は液化ガスや石油等の貯溜タンクが地下タン
クがである場合に貯溜液がタンク躯体から漏出するのを
パイプを介して検出する装置に関する発明であり、特に
、コンクリート躯体に沿つて漏出液がガス拡散する過程
で拡散ガスを周方向、及ひ高さ方向複数位置て捕集して
分析し、漏洩検出する地下タンクの漏洩検出装置に係る
発明である。
[Detailed Description of the Invention] Industrial Application Field This invention relates to a device for detecting leakage of stored liquid from a tank body through a pipe when a storage tank for liquefied gas, petroleum, etc. is an underground tank. In particular, it relates to an underground tank leak detection device that detects leaks by collecting and analyzing the diffused gas at multiple positions in the circumferential direction and height direction during the process of gas diffusion of leaked liquid along the concrete structure. It is an invention.

従来技術 従来、液化ガスや石油等の液を貯蔵するタンクには種
々のものがあるが、近年、地震等によるタンクの破壊が
生じ、それによつて貯液の漏出、これに伴う火災発生に
る隣接タンクヘの延焼爆発、冫立地景観破壊等の公害上
の問題からタンク構造として半地下式、地下式の地下タ
ンク(以下地下タンクと略称)がクローズアップされ、
これに対する種々の新技術が改良、開発案出されて次第
に採用されるようになつてきてるが、それだけに未解決
の問題が多くある。
Conventional technology There are various types of tanks that store liquids such as liquefied gas and petroleum, but in recent years, tanks have been destroyed due to earthquakes, etc., resulting in leakage of stored liquid and resulting fires. Semi-underground type and underground type underground tanks (hereinafter referred to as underground tanks) have been attracting attention due to pollution problems such as fire spreading to adjacent tanks and destruction of landscapes in rural areas.
Various new technologies have been improved, developed and proposed for this purpose, and are gradually being adopted, but there are still many unresolved problems.

発明が解決しようとする問題点 而して、地下タンクの場合は上述公害問題の発生時に
は地上でそれなりの対処手段が講ぜられるが、該種地下
タンクでは本体、及び躯体が地盤中にあるため対処力化
難い難点がある。
Problems to be Solved by the Invention In the case of underground tanks, when the above-mentioned pollution problem occurs, appropriate countermeasures are taken above ground, but with underground tanks of this type, the main body and frame are located in the ground, so no countermeasures can be taken. There are some drawbacks that are difficult to strengthen.

即ち、第1図に示す様に地下式タンクのタンク本体1
の地震等により亀裂が発生し、更に、その外側のコンク
リート躯体2にもクラックが発生した場合は、これまで
上述の如く対処する手段が無いため地盤3中に貯液4等
が浸透し地下水を汚染する欠点がある。
That is, as shown in Fig. 1, the tank body 1 of the underground tank
If a crack occurs due to an earthquake, etc., and cracks also occur in the concrete frame 2 on the outside, the stored liquid 4, etc. may penetrate into the ground 3 and cause groundwater to leak, since there is no countermeasure as described above. It has the disadvantage of being contaminated.

従来、これに対処するに、タンク本体1の鋼鉄ライニ
ングの厚みを大きくする等の手段しかなく結果的に極め
てコスト高になる不利点があつた。
Conventionally, the only way to deal with this problem was to increase the thickness of the steel lining of the tank body 1, which had the disadvantage of resulting in extremely high costs.

この発明の目的は上述従来技術に基づく地下タンクの
貯溜液の漏洩の問題点を解決すべき技術的課題とし、漏
洩液のコンクリート躯体外側でのガス化検知とし漏洩を
検出して対処手段をとることが出来るようにしてエネル
ギー産業におけるタンク利用分野に益する優れた地下タ
ンクの漏洩検出方法とそれに直接使用する装置を提供せ
んとするものである。問題点を解決するための手段・作
用 上述目的に沿い先述特許請求の範囲を要旨とするこの
発明の構成は、前述問題点を解決するためにタンク本体
とタンク本体外側のコンクリート躯体の地震等による亀
裂発生を不可避前提としてとらえながらもタンク本体内
貯液のコンクリート躯体から外方への漏洩後その一部ガ
ス化し、コンクリート躯体の外側に沿つて拡散するのを
捕捉し地上に設けた分析装置によつて分析し、コンクリ
ート躯体の外側に沿つて高さ方向に複数回巻回した検出
バイブにその底部に穿設した多数の穴を介してタンクの
どの高さ位置からの漏洩かを知ることが出来るようにし
、又、コンクリート躯体と地盤との間に不透水性の膜体
を設けて地下水の浸出を防止するようにした技術的手段
を講じたものである。
The purpose of this invention is to solve the problem of leakage of liquid stored in an underground tank based on the above-mentioned conventional technology as a technical problem to be solved, and to detect the leakage by detecting gasification of the leaked liquid outside the concrete frame and take countermeasures. It is an object of the present invention to provide an excellent underground tank leakage detection method and a device for direct use thereof, which will benefit the field of tank utilization in the energy industry. Means/Action for Solving the Problems In order to solve the above-mentioned problems, the structure of the present invention, which is based on the above-mentioned object and the gist of the above-mentioned claims, is to solve the above-mentioned problems. Although cracks are assumed to occur as an unavoidable assumption, analysis equipment installed on the ground captures the liquid stored in the tank leaking outward from the concrete structure, partially gasifying it, and dispersing along the outside of the concrete structure. Therefore, it is possible to analyze and find out from which height of the tank the leak is coming from, through a number of holes drilled in the bottom of the detection vibrator, which is wound multiple times in the height direction along the outside of the concrete frame. In addition, technical measures have been taken to prevent underground water from seeping out by providing an impermeable membrane between the concrete frame and the ground.

実施例 次に、この発明の1実施例を第2,3図に基づいて説明
すれば以下の通りである。
Embodiment Next, an embodiment of the present invention will be described below with reference to FIGS. 2 and 3.

地盤3中に連続地中壁5を構築して連続地中壁5内側面
と内部の地盤3上にビニール等の不透水性膜体としての
シート6を無蓋有底状に張設し、更に、第3,4図に示
す様に、リング状バイブ7をその底部に多数の小孔8,
8・・・・・・を穿設して高さ方向所定間隔を介してリ
ング状に該不透性シート6内に適宜添付状態にすると共
に、その内側にコンクリートを打設してコンクリート躯
体2を形成し、その後、コンクリート躯体2の内部に所
定タンク本体1を構造する。
A continuous underground wall 5 is constructed in the ground 3, and a sheet 6 as an impermeable membrane such as vinyl is stretched on the inner surface of the continuous underground wall 5 and the internal ground 3 in an open-bottomed manner. As shown in FIGS. 3 and 4, a ring-shaped vibrator 7 is provided with a large number of small holes 8 at its bottom.
8... are bored in the impermeable sheet 6 at predetermined intervals in the height direction so as to be appropriately attached to the impermeable sheet 6 in a ring shape, and concrete is poured inside of the impermeable sheet 6 to form the concrete frame 2. After that, a predetermined tank body 1 is constructed inside the concrete frame 2.

尚、上記リング状バイブ7の所定部位に連通バイブ9を
接続して上延し、堰提10を通してタンク近傍に配設し
てある検出機構としてのガス分析機構11の図示しない
ガスクロマトグラフに接続する。
A communication vibrator 9 is connected to a predetermined portion of the ring-shaped vibrator 7 and extended, and is connected through a weir 10 to a gas chromatograph (not shown) of a gas analysis mechanism 11 as a detection mechanism disposed near the tank. .

上述の如く、構築された地下タンクに於て液化石油ガス
や石油等4をタンク本体1に対して受け入れ払い出しを
行つて運転状態にさせ、経年運転を行うと、コンクリー
ト躯体2に、第3図に示す様に、クラック12が発生し
、又、地震等によつてタンク本体1にも亀裂13が発生
すると、液化ガスや石油等の貯液4は亀裂13、及び、
クラック12から外方に漏洩し始める。
As mentioned above, in the constructed underground tank, liquefied petroleum gas, petroleum, etc. 4 are received and discharged to the tank body 1 and put into operation, and when it is operated over time, the concrete frame 2 is exposed to the As shown in the figure, when a crack 12 occurs and a crack 13 also occurs in the tank body 1 due to an earthquake or the like, the stored liquid 4 such as liquefied gas or petroleum is damaged by the crack 13 and
It begins to leak outward from the crack 12.

而して、漏洩した貯液4はコンクリート躯体2に沿つて
流出する過程でその一部は圧力バランスを失つてガス化
して拡散しようとする。
As the leaked stored liquid 4 flows out along the concrete frame 2, a part of it loses its pressure balance, gasifies, and tries to spread.

そこで、拡散ガスの一部は該コンクリート躯体2にリン
グ状に環設したバイブ7の小孔8,8・・・・・・から
吸引され、連通バイブ9からガス分析機構11に吸引さ
れてガスクロマトグラフにより分析され、貯溜液4の漏
洩を直ちに検出される。
Therefore, a part of the diffused gas is sucked through the small holes 8, 8, . leakage of the stored liquid 4 is immediately detected.

そして、バイブ7を所定高さ方向間隔を介して設置する
ことによりどの高さ方向部位で漏洩が生じたかも概略検
知される。又、上述漏洩過程で不透性膜体のシート6も
部分的に破断し地下水の浸入が生ずる場合もあるが、ガ
スは上昇拡散し、水は下方に浸入拡散するためバイブ7
の小孔8,8・・・・・・に地下水が浸入する虞はない
Then, by installing the vibrators 7 at predetermined intervals in the height direction, it is possible to approximately detect in which position in the height direction the leakage has occurred. In addition, the sheet 6 of the impermeable membrane body may partially break during the above-mentioned leakage process, causing underground water to infiltrate. However, since the gas diffuses upward and the water infiltrates downward,
There is no risk of groundwater infiltrating into the small holes 8, 8, etc.

そして、タンクからの漏洩が検知された後は急拠タンク
本体1から液化石油ガスや石油等4を払い出して検知部
位についてタンク本体1を所定に補修整備すれば良い。
After leakage from the tank is detected, liquefied petroleum gas, petroleum, etc. 4 may be discharged from the emergency tank body 1, and the tank body 1 may be repaired and maintained at the detected location.

尚、上述実施例はバイブ7を各個に独立してコンクリー
ト躯体2に環設したものであるが、検知手段としてはス
パイラル状にバイブを囲撓しても良い。発明の効果 以上、この発明によれば、地盤中にタンク底板、及び、
底部コンクリート躯体を在らしめた地下タンクに於て、
タンク本体、及びコンクリート躯体から漏洩した貯液が
コンクリート躯体に沿つてガス化して拡散する過程でガ
スをコンクリート躯体外側にて高さ方向重ねて巻装した
バイブにその底部に穿設した孔より捕集してガス分析を
することによりガスの漏洩、即ち、貯液の漏洩を直ちに
検出することが出来、したがつて、ガス拡散、・ガス分
析の急速検出を介して貯液の漏洩を極めて早期に検知す
ることが可能であり、そのため、タンク亀裂が大きくな
らないうちに応急処置を講することが可能となる優れた
効果がある。
In the above-mentioned embodiment, the vibrators 7 are individually arranged around the concrete frame 2, but the vibrators may be surrounded in a spiral shape as a detection means. More than the effects of the invention, according to the invention, there is a tank bottom plate in the ground, and
In an underground tank with a concrete frame at the bottom,
During the process in which the stored liquid leaking from the tank body and the concrete frame gasifies and diffuses along the concrete frame, the gas is captured through a hole drilled in the bottom of a vibrator that is wrapped vertically on the outside of the concrete frame. Gas leakage, that is, leakage of stored liquid, can be detected immediately by collecting the gas and performing gas analysis. Therefore, through gas diffusion and rapid detection of gas analysis, leakage of stored liquid can be detected at an extremely early stage. This has the excellent effect of making it possible to take emergency measures before tank cracks become large.

特に、オープンタイプの地上タンクと異なりタンク側板
やコンクリート躯体の外視が不可能であり、保守点検が
し難く、補修整備がおくれて大事に至る場合が多い地下
式、半地下式タンクとして極めて有効な対処手段である
効果がある。
It is especially useful for underground and semi-underground tanks, where unlike open above-ground tanks, it is impossible to see the tank side plates and concrete frame, making maintenance and inspection difficult, and where repairs are often delayed and lead to serious problems. It is effective as a means of coping.

又、コンクリート躯体側面に多数の孔を底部に・穿設し
た検出バイブをスパイラル状に高さ方向複段に囲撓して
周設したことにより、前述の如くタンクから漏出した貯
液の分離ガスは検出バイブの孔から該バイブ内に吸引さ
れ、別設されたガス検出機構に検知される如くしたため
に高さ方向のどの部位から漏出したかも検知出来、その
うえタンク自体には特別の複雑な装置を付設することも
なく、構造は極めて簡単である利点があり、メンテナン
スも不要である効果がある。
In addition, by installing a detection vibrator with multiple holes in the bottom and perforated in the side of the concrete frame in a spiral shape in multiple stages in the height direction, it is possible to detect separated gas from the stored liquid leaking from the tank as described above. is sucked into the vibrator through the hole in the detection vibrator, and is detected by a separate gas detection mechanism, so it is possible to detect from which part in the height direction the gas has leaked.Furthermore, the tank itself has a special complicated device. It has the advantage of being extremely simple in structure and requires no maintenance.

そして、検出バイブと地盤との間に不透水性膜を介装す
るようにしたために地盤中の地下水が検出バイブ中に浸
入することもなく、したがつて、検知がより正確に行え
る効果がある。
Furthermore, since a water-impermeable membrane is interposed between the detection vibrator and the ground, groundwater in the ground does not infiltrate into the detection vibrator, resulting in more accurate detection. .

又、設計よつては検出バイブをコンクリート躯体外面に
設けたコンクリート躯体内面に設けることにより、タン
ク本体からの貯液の漏洩を早期に発見出来るようにする
ことも可能である。
Furthermore, in terms of design, it is possible to detect leakage of stored liquid from the tank body at an early stage by providing a detection vibrator on the inner surface of the concrete frame instead of on the outer surface of the concrete frame.

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

第1図は地下タンク構造縦断面図、第2図以下はこの出
願の発明の1実施例の説明図であり、第2図は縦断面図
、第3図は第2図部分拡大断面図、第4図は検知バイブ
の部分斜視図である。 3・・・・・・地盤、2・・・・・・コンクリート躯体
、1・・・タンク本体、4・・・・・・液体、8・・・
・・・孔、7・・・・・・検知バイブ、11・・・・・
・ガス検出機構、6・・・・・・不透水膜。
Fig. 1 is a vertical sectional view of an underground tank structure, Fig. 2 and the following are explanatory views of one embodiment of the invention of this application, Fig. 2 is a longitudinal sectional view, Fig. 3 is a partially enlarged sectional view of Fig. 2, FIG. 4 is a partial perspective view of the detection vibrator. 3... Ground, 2... Concrete frame, 1... Tank body, 4... Liquid, 8...
... Hole, 7... Detection vibe, 11...
- Gas detection mechanism, 6... impermeable membrane.

Claims (1)

【特許請求の範囲】[Claims] 1 地盤中にコンクリート躯体を介して設けられたタン
ク本体を有する地下式タンクに付設された漏洩検知装置
において、該コンクリート躯体外側面に多数の孔を底部
に穿設した検出パイプを複数回巻回して囲撓して周設す
ると共に該検出パイプを地上のガス検出機構に接続し、
更に該検出パイプ外側と前記地盤との間には不透水膜を
介装させて成ることを特徴とする地下式タンクの漏洩検
知装置。
1. In a leakage detection device attached to an underground tank that has a tank body installed in the ground through a concrete frame, a detection pipe with a number of holes drilled at the bottom on the outside surface of the concrete frame is wound around multiple times. surrounding the gas detection pipe, and connecting the detection pipe to a gas detection mechanism on the ground.
A leak detection device for an underground tank, further comprising an impermeable membrane interposed between the outside of the detection pipe and the ground.
JP6496878A 1978-06-01 1978-06-01 Underground tank leak detection device Expired JPS6042409B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6496878A JPS6042409B2 (en) 1978-06-01 1978-06-01 Underground tank leak detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6496878A JPS6042409B2 (en) 1978-06-01 1978-06-01 Underground tank leak detection device

Publications (2)

Publication Number Publication Date
JPS54157687A JPS54157687A (en) 1979-12-12
JPS6042409B2 true JPS6042409B2 (en) 1985-09-21

Family

ID=13273344

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6496878A Expired JPS6042409B2 (en) 1978-06-01 1978-06-01 Underground tank leak detection device

Country Status (1)

Country Link
JP (1) JPS6042409B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60219533A (en) * 1984-04-16 1985-11-02 Kawasaki Heavy Ind Ltd Gas sampling apparatus for detecting leakage of gas of double shell low temperature tank
JPS61206837U (en) * 1985-06-17 1986-12-27

Also Published As

Publication number Publication date
JPS54157687A (en) 1979-12-12

Similar Documents

Publication Publication Date Title
US4753551A (en) Sealing screen for waste dumps
US4787772A (en) Device for detecting leaks in underground fluid tanks
US20150129645A1 (en) Protective steel membrane system and method of rapid installation of secondary containment for an above ground storage tank
US3666100A (en) Method and apparatus for collecting oil from an underwater leak
US4916939A (en) Protective lining arrangement
US2924352A (en) Means for detecting storage tank leaks
US5269172A (en) Processes and apparatus for the prevention, detection and/or repair of leaks or avenues for leaks from above-ground storage tanks
CN118010958A (en) Test device and test method for simulating soil erosion caused by underground pipeline leakage
JPS6042409B2 (en) Underground tank leak detection device
CN112681535B (en) Waterproof sealing assembly for vertical floor penetrating pipeline and leakage detection and construction method thereof
NL1008187C2 (en) Permeability measurement.
JP2021155115A (en) tank
CN205120444U (en) Staight scissors sample dry -wet cycle device
JP4487741B2 (en) Leakage detection method for impermeable walls
WO2016038942A1 (en) Structure for preventing submersion of seismic base isolated building
JPH031840Y2 (en)
CA1256295A (en) Sealing screen for waste dumps
JPS5784329A (en) Sensing method of leakage from underground petroleum tank
JP3697808B2 (en) Water leakage management system and water leakage management method in a waste disposal site
JPH0240176B2 (en)
JPH0314711B2 (en)
CN120867355A (en) Device for vertical compression-resistant static load test of foundation pile on water
CA1308926C (en) Protective lining arrangement
JPS6339625Y2 (en)
CN119956805A (en) A new type of sealing device for basement drainage well