JPH0210036B2 - - Google Patents
Info
- Publication number
- JPH0210036B2 JPH0210036B2 JP60114363A JP11436385A JPH0210036B2 JP H0210036 B2 JPH0210036 B2 JP H0210036B2 JP 60114363 A JP60114363 A JP 60114363A JP 11436385 A JP11436385 A JP 11436385A JP H0210036 B2 JPH0210036 B2 JP H0210036B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- manhole
- hole
- buried
- pipe
- 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
Links
- 238000007689 inspection Methods 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 9
- 238000012423 maintenance Methods 0.000 claims description 6
- 239000007789 gas Substances 0.000 description 10
- 238000005553 drilling Methods 0.000 description 7
- 239000002184 metal Substances 0.000 description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 3
- 239000000383 hazardous chemical Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 235000011089 carbon dioxide Nutrition 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 229910001873 dinitrogen Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、給油所等における埋設タンクの保守
点検方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for maintaining and inspecting buried tanks at gas stations and the like.
給油所等における埋設タンク及びこれに付属さ
れた配管等は、地下に埋設した後では、その状態
を地上から点検するのは容易でない。
After buried tanks and their attached piping in gas stations and the like are buried underground, it is not easy to inspect their condition from above ground.
そのため、埋設タンク及び配管等の漏油を調べ
るには、次に示すような加圧試験あるいは減圧試
験が採用されている。 Therefore, in order to check for oil leakage from buried tanks, pipes, etc., the following pressurization tests or depressurization tests are used.
(1) 液相部分の有無を確認する方法。(1) A method to check the presence or absence of a liquid phase part.
第4図に示すように、地面Aの下方に埋設さ
れたタンクBの中にフロートCを浮かせ、これ
を、計量口Dに設けたリークレコーダ等に連係
して、タンクB内の液面の変動の有無を、10時
間以上に亘つて計測し、変動が生じないことを
確認する。 As shown in Fig. 4, a float C is floated in a tank B buried below the ground A, and this is connected to a leak recorder installed at the measuring port D to record the liquid level in the tank B. Measure the presence or absence of fluctuation over a period of 10 hours or more to confirm that no fluctuation occurs.
(2) 減圧試験を行う方法。(2) Method of conducting a decompression test.
第4図に示すタンクBの開口部、例えば吸引
管Eや給油管Fをバルブ等で閉鎖し、かつ通気
管Gあるいは計量口Dを、盲板等により閉鎖す
る。 The openings of the tank B shown in FIG. 4, such as the suction pipe E and the oil supply pipe F, are closed with valves, and the ventilation pipe G or metering port D is closed with a blind plate or the like.
次いで、タンクB内の危険物の量を計測し
て、空間容積を算定し、所定の減圧値とするの
に必要な量の危険物を抜きとる。 Next, the amount of hazardous materials in tank B is measured, the space volume is calculated, and the amount of hazardous materials necessary to achieve a predetermined reduced pressure value is extracted.
マノメータ及び圧力自記記録計(共に図示
略)を取付けて、一定時間の圧力変動を計測す
る。 A manometer and a pressure recorder (both not shown) are attached to measure pressure fluctuations over a certain period of time.
(3) 地下配管等の漏洩の有無を調べる方法。(3) Method to check for leaks in underground piping, etc.
各配管の開口部を、バルブ又は盲板等で閉鎖
し、加圧装置(温度計)、及び圧力計、圧力自
記記録計を取付ける。 Close the opening of each pipe with a valve or blind plate, and attach a pressurizing device (thermometer), pressure gauge, and pressure recorder.
次いで、水又は窒素ガスを封入し、加圧装置
によつて、配管内の圧力を常用圧力まで高め、
圧力変動を計測する。 Next, water or nitrogen gas is filled in, and the pressure inside the pipe is increased to normal pressure using a pressurizing device.
Measure pressure fluctuations.
上述した試験方法は、いずれも実験的には、試
みられてきたが、給油所にすでに埋設されている
地下タンクの漏洩試験としては、問題点がある。
All of the above-mentioned test methods have been tried experimentally, but they have problems when used as leakage tests for underground tanks already buried in gas stations.
すなわち、作業性が悪く、また検査用治具を地
下タンクの金具等に合わせて製作しなければなら
ないため、その実施が困難である。 That is, it is difficult to carry out because the workability is poor and the inspection jig must be manufactured to match the metal fittings of the underground tank.
そのため、地下タンクそのものの内部点検、及
び保守管理等のためのよりよい方法が求められて
いる。 Therefore, there is a need for a better method for internal inspection and maintenance management of underground tanks themselves.
本発明は、地面を掘り下げて凹孔をあけ、その
中に既存のタンクと連通するマンホールを設置す
ることにより、埋設タンクの保守点検を容易に行
なえるようにしたものである。
The present invention makes it possible to easily perform maintenance and inspection of a buried tank by digging a hole in the ground and installing a manhole communicating with an existing tank in the hole.
本発明による埋設タンクの保守点検方法は、地
下に埋設されたタンク内の油を抜き、代わりに水
を注入してガス抜きした後、地面に前記タンクの
上面に達する凹孔を掘り、次いで凹孔内へマンホ
ールを入れるとともに、その下端を前記タンクの
上面に当接して固着し、該マンホールの内面にお
いて、タンクの上面に孔をあけることにより、タ
ンク内とマンホールを連通させ、しかる後、前記
タンクの中の水抜きを行つて、マンホールからタ
ンク内へ入り、タンク及びその付属配管の点検を
行うことを特徴とするものである。 The method for maintenance and inspection of a buried tank according to the present invention involves draining the oil in the tank buried underground, injecting water instead to remove the gas, and then digging a hole in the ground that reaches the top of the tank. A manhole is inserted into the hole, its lower end is brought into contact with the upper surface of the tank, and a hole is bored in the upper surface of the tank on the inner surface of the manhole, thereby communicating the inside of the tank with the manhole. This method is characterized by draining water from the tank, entering the tank through a manhole, and inspecting the tank and its attached piping.
以下、本発明の実施例を、第1図乃至第3図に
基づいて詳細に説明する。
Hereinafter, embodiments of the present invention will be described in detail based on FIGS. 1 to 3.
第1図に示すように、地面1のコンクリート層
1aより約1m以下に埋設された、例えば給油所
のガソリン用のタンク2内の残油を、吸引管3に
より抜き取り、代わりに、清水Hを給油管4から
送り込んで、タンク2内を満たす。 As shown in Fig. 1, residual oil in a tank 2 for gasoline at a gas station, for example, which is buried approximately 1 m or less below the concrete layer 1a of the ground 1, is extracted with a suction pipe 3, and fresh water H is supplied instead. It is sent from the fuel supply pipe 4 to fill the tank 2.
タンク2内の残油又はガスを完全に抜くため
に、計量口5からタンク2内にドライアイスを投
入した後、可燃ガスの発散を、前記計量口5及び
通気管6において、ガス検知器(酸素濃度計)で
測定し、確認する。 In order to completely remove residual oil or gas from the tank 2, after putting dry ice into the tank 2 through the metering port 5, a gas detector ( Confirm by measuring with an oxygen concentration meter).
次に、タンク2の要所、すなわち後述する鍔付
のマンホール7を取付けるべき箇所の上方におい
て、コンクリート1a層を、約1m角に亘つてコ
ンクリートカツターで切る。 Next, the concrete layer 1a is cut with a concrete cutter at a key point of the tank 2, that is, above a location where a manhole 7 with a flange, which will be described later, is to be attached, over a length of about 1 m square.
次いで、タンク2の上面まで掘り下げて凹孔9
をあけ、この凹孔9の内面に金属管9を適正に嵌
合し、しかる後、土留めする。 Next, dig down to the top of the tank 2 and make the concave hole 9.
A metal pipe 9 is properly fitted into the inner surface of this recessed hole 9, and then earth is secured.
凹孔9内に露出するタンク2の上面2aにおけ
るアスフアルト防蝕剤を取り除いた後、実施例で
は、直径45cmのマンホール7を載置し、その下端
面をタンク2の上面2aに溶接する。この溶接作
業際しては、金属管8内を充分な量の炭酸ガス
(CO2)で満たし、残留ガス等による引火の事故
が起きないようにする。溶接に代わり、接着ある
いはボルト締め等としてもよい。 After removing the asphalt anticorrosive agent on the upper surface 2a of the tank 2 exposed in the recessed hole 9, in the example, a manhole 7 with a diameter of 45 cm is placed, and its lower end surface is welded to the upper surface 2a of the tank 2. During this welding work, the interior of the metal tube 8 is filled with a sufficient amount of carbon dioxide gas (CO 2 ) to prevent any accidental ignition caused by residual gas or the like. Instead of welding, bonding, bolting, etc. may be used.
タンク2の上面2aにおけるマンホール7の底
面に相当する箇所に孔20を穿設し、マンホール
7とタンク2内とを連通させる。 A hole 20 is bored at a location corresponding to the bottom surface of the manhole 7 on the upper surface 2a of the tank 2, and the manhole 7 and the inside of the tank 2 are communicated with each other.
この孔あけ作業について、第2図を参照して説
明する。 This drilling operation will be explained with reference to FIG. 2.
10は穿孔機で、水平の基板11に取付けた垂
直筒状の本体12の上端にモータ13を取付け、
かつ本体12の下方に、垂直のシリンダ14を介
して、下向きの有底円筒状の刃体15を突設した
ものである。 10 is a drilling machine, a motor 13 is attached to the upper end of a vertical cylindrical main body 12 attached to a horizontal base plate 11;
Further, a downwardly directed cylindrical blade body 15 with a bottom is protruded below the main body 12 via a vertical cylinder 14.
刃体15の下縁には刃が切られ、かつ刃体15
の上面中心より直立する回転軸15aの中間部に
設けたピストン16は、前記シリンダ14内を回
転し、かつ昇降するようになつている。回転軸1
5aの上端部は、モータ13の出力軸に連係され
ている。 A blade is cut on the lower edge of the blade body 15, and the blade body 15
A piston 16 provided in the middle of a rotating shaft 15a standing upright from the center of the upper surface of the cylinder 14 rotates within the cylinder 14 and moves up and down. Rotating axis 1
The upper end portion of 5a is linked to the output shaft of the motor 13.
17は、シリンダ14を空気圧源に接続するホ
ース、18は、穿孔機10の操作盤である。 17 is a hose that connects the cylinder 14 to an air pressure source, and 18 is an operation panel of the drilling machine 10.
基板11は、前記マンホール7の上端のフラン
ジ7aに気密的に取付けられている。基板11に
は、マンホール7内に水を注入するための送水管
19が貫設されている。 The board 11 is airtightly attached to the flange 7a at the upper end of the manhole 7. A water pipe 19 for injecting water into the manhole 7 is provided through the substrate 11 .
送水管19より、マンホール7内に注水すると
ともにモータ13を駆動して、刃体15を回転さ
せ、かつピストン16の上方に圧力空気を送り込
んで回転軸15aを降下させることにより、刃体
15をもつてタンク2の上面に孔20をあける。 The blade body 15 is injected into the manhole 7 through the water pipe 19, and the motor 13 is driven to rotate the blade body 15, and pressurized air is sent above the piston 16 to lower the rotating shaft 15a. A hole 20 is made in the upper surface of the tank 2.
タンク2に孔20穿設した後、穿孔機10を取
外す。 After drilling the hole 20 in the tank 2, the drilling machine 10 is removed.
次に、タンク2内の水抜きを行い、タンク2内
の空気の置換を行うとともに、内部清浄を行う。 Next, the water in the tank 2 is drained, the air in the tank 2 is replaced, and the inside is cleaned.
最後に、検査員がマンホール7からタンク2内
に入り、内部の目視検査、タンク及び配管の板厚
測定、タンク配管の漏洩有無等の種々の点検を行
う。 Finally, an inspector enters the tank 2 through the manhole 7 and performs various inspections such as a visual inspection of the interior, measurement of the tank and piping thickness, and the presence or absence of leaks in the tank piping.
点検の結果、必要があれば、タンクの内面塗装
あるいは地中埋設管の補修を行い、耐久性がない
と判断した場合には、タンクを新しいものと交換
する。 As a result of the inspection, if necessary, we will paint the inside of the tank or repair the underground pipes, and if it is determined that the tank is not durable, we will replace the tank with a new one.
点検及び補修を終了すると、第3図に示すよう
に、マンホール7を蓋板21で密閉し、金属管8
の空所を土22で埋め、かつその表面をコンクリ
ート板23で覆う。 After completing the inspection and repair, the manhole 7 is sealed with a cover plate 21 and the metal pipe 8 is closed, as shown in FIG.
The empty space is filled with soil 22 and its surface is covered with a concrete plate 23.
何年か後に、再び保守点検が必要となつた場合
には、コンクリート板23及び土22を除き、蓋
板21を取外せば、マンホール7を使用して、再
びタンク2の保守点検を行うことができる。 If maintenance and inspection become necessary again several years later, by removing the concrete plate 23 and soil 22 and removing the cover plate 21, the tank 2 can be maintained and inspected again using the manhole 7. Can be done.
本発明によれば、埋設されたタンクにマンホー
ルを直接取付けるという簡単な施工により、作業
員が直接タンク内に入つて保守点検を行うことが
できる。
According to the present invention, by simply attaching a manhole directly to a buried tank, a worker can directly enter the tank to perform maintenance and inspection.
従つて、従来長年放置されていた埋設タンク及
びその配管の漏洩試験を、迅速かつ確実に行つ
て、タンクの安全管理及び給油所等の安全操業に
資することができる。 Therefore, leakage tests on buried tanks and their piping, which have conventionally been left unattended for many years, can be quickly and reliably carried out, contributing to the safety management of tanks and the safe operation of gas stations, etc.
第1図は、本発明においてマンホールを取付け
た状態の埋設タンクの縦断正面図、第2図は、同
じくタンクに対する孔あけの要領を示す縦断側面
図、第3図は、本発明の実施後における埋設タン
クを示す縦断正面図、第4図は、従来のタンク漏
洩試験方法を説明するための埋設タンクの縦断正
面図である。
1……地面、1a……コンクリート層、2……
タンク、2a……上面、3……吸引管、4……給
油管、5……計量口、6……通気管、7……マン
ホール、7a……フランジ、8……金属管、9…
…凹孔、10……穿孔機、11……基板、12…
…本体、13……モータ、14……シリンダ、1
5……刃体、15a……回転軸、16……ピスト
ン、17……ホース、18……操作盤、19……
送水管、20……孔、21……蓋板、22……
土、23……コンクリート板。
FIG. 1 is a longitudinal sectional front view of a buried tank with a manhole attached according to the present invention, FIG. 2 is a longitudinal sectional side view showing the procedure for drilling holes in the tank, and FIG. FIG. 4 is a longitudinal sectional front view of the buried tank for explaining a conventional tank leakage test method. 1...ground, 1a...concrete layer, 2...
Tank, 2a...Top surface, 3...Suction pipe, 4...Refueling pipe, 5...Measuring port, 6...Vent pipe, 7...Manhole, 7a...Flange, 8...Metal pipe, 9...
...Concave hole, 10...Drilling machine, 11...Substrate, 12...
...Body, 13...Motor, 14...Cylinder, 1
5... Blade body, 15a... Rotating shaft, 16... Piston, 17... Hose, 18... Operation panel, 19...
Water pipe, 20...hole, 21...cover plate, 22...
Earth, 23... Concrete board.
Claims (1)
りに水を注入してガス抜きした後、地面に前記タ
ンクの上面に達する凹孔を掘り、次いで凹孔内へ
マンホールを入れるとともに、その下端を前記タ
ンクの上面に当接して固着し、該マンホールの内
面において、タンクの上面に孔をあけることによ
り、タンク内とマンホールを連通させ、しかる
後、前記タンクの中の水抜きを行つて、マンホー
ルからタンク内へ入り、タンク及びその付属配管
の点検を行うことを特徴とする埋設タンクの保守
点検方法。1 After draining the oil in the tank buried underground and injecting water in its place to release the gas, dig a hole in the ground that reaches the top of the tank, then insert a manhole into the hole and open the bottom end of the hole. by contacting and fixing the tank to the top surface of the tank, making a hole in the top surface of the tank on the inner surface of the manhole to communicate the inside of the tank with the manhole, and then draining the water in the tank, A method for maintenance and inspection of a buried tank, characterized by entering the tank through a manhole and inspecting the tank and its attached piping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60114363A JPS61273382A (en) | 1985-05-29 | 1985-05-29 | Method of maintaining and inspecting buried tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60114363A JPS61273382A (en) | 1985-05-29 | 1985-05-29 | Method of maintaining and inspecting buried tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61273382A JPS61273382A (en) | 1986-12-03 |
| JPH0210036B2 true JPH0210036B2 (en) | 1990-03-06 |
Family
ID=14635844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60114363A Granted JPS61273382A (en) | 1985-05-29 | 1985-05-29 | Method of maintaining and inspecting buried tank |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61273382A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6333294A (en) * | 1986-07-22 | 1988-02-12 | 株式会社 富永製作所 | Method of machining manhole of underground tank for storing dangerous substance |
| JPS6382986A (en) * | 1986-09-10 | 1988-04-13 | 株式会社 富永製作所 | Method of installing manhole to oil storage tank |
| JP7062567B2 (en) * | 2018-09-21 | 2022-05-06 | Eneos株式会社 | Underground tank upper box and how to bury the tank upper box |
-
1985
- 1985-05-29 JP JP60114363A patent/JPS61273382A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61273382A (en) | 1986-12-03 |
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