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JPH0424599B2 - - Google Patents
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JPH0424599B2 - - Google Patents

Info

Publication number
JPH0424599B2
JPH0424599B2 JP12227586A JP12227586A JPH0424599B2 JP H0424599 B2 JPH0424599 B2 JP H0424599B2 JP 12227586 A JP12227586 A JP 12227586A JP 12227586 A JP12227586 A JP 12227586A JP H0424599 B2 JPH0424599 B2 JP H0424599B2
Authority
JP
Japan
Prior art keywords
floating
water
scaffold
tank body
tank
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 - Lifetime
Application number
JP12227586A
Other languages
Japanese (ja)
Other versions
JPS62283296A (en
Inventor
Tsutomu Murase
Hiroshi Morioka
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.)
KAWAJU KENSA SAABISU KK
Original Assignee
KAWAJU KENSA SAABISU KK
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 KAWAJU KENSA SAABISU KK filed Critical KAWAJU KENSA SAABISU KK
Priority to JP12227586A priority Critical patent/JPS62283296A/en
Publication of JPS62283296A publication Critical patent/JPS62283296A/en
Publication of JPH0424599B2 publication Critical patent/JPH0424599B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C13/00Details of vessels or of the filling or discharging of vessels
    • F17C13/004Details of vessels or of the filling or discharging of vessels for large storage vessels not under pressure
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/01Shape
    • F17C2201/0128Shape spherical or elliptical
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C2201/00Vessel construction, in particular geometry, arrangement or size
    • F17C2201/05Size
    • F17C2201/052Size large (>1000 m3)
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C2205/00Vessel construction, in particular mounting arrangements, attachments or identifications means
    • F17C2205/03Fluid connections, filters, valves, closure means or other attachments
    • F17C2205/0302Fittings, valves, filters, or components in connection with the gas storage device
    • F17C2205/0379Manholes or access openings for human beings
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C2227/00Transfer of fluids, i.e. method or means for transferring the fluid; Heat exchange with the fluid
    • F17C2227/04Methods for emptying or filling
    • F17C2227/044Methods for emptying or filling by purging
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17CVESSELS 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
    • F17C2260/00Purposes of gas storage and gas handling
    • F17C2260/01Improving mechanical properties or manufacturing
    • F17C2260/015Facilitating maintenance

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 〈産業上の利用分野〉 開示技術は、プロパンガス等のガスの貯留に用
いる球形タンクの亀裂発生等の不測の事故を未然
に防止するための定期的、不定期的な開放検査の
技術分野に属する。
[Detailed Description of the Invention] <Industrial Application Field> The disclosed technology is used for regular and non-regular applications to prevent unforeseen accidents such as cracks in spherical tanks used for storing gas such as propane gas. It belongs to the technical field of open inspection.

〈要旨の概要〉 而して、この出願の発明はガス貯留用等の球形
タンクの定期、不定期の開放検査に際し球形のタ
ンク本体に水を充満して水張りし、残留ガスパー
ジを行い、その後タンク本体内に作業足場を設置
して該作業足場によつてタンク本体に対する非破
壊検査や補修、塗装等の作業を行うようにした球
形タンク検査方法と該方法に直接使用する検査用
装置に関する発明であり、特に、球形タンク本体
内に水張りして残留ガスパージを行つた後に、最
初上部マンホールから1.5〜1.6メートル程度に水
位を下げて該上部マンホールから浮体足場の資材
を搬入しこれらによつて浮体足場を水とタンク駆
体の境界部に沿つてリング状に形成し、組立式の
連結体やガードを取付けて水面の周方向に浮体足
場を形成させてタンク本体内面に対する所定の検
査作業を行い、この場合、水位を下げつつ浮体足
場の組立資材により周方向の数を増やし、又、タ
ンク本体と水面との境界部の周囲長さが縮少する
水位低下プロセスでは浮体を順次解離してリング
状浮体足場を縮少し、最後に水排出後にはタンク
本体の下部マンホールより解体した浮体足場の資
材を取り出すようにした球形タンク検査方法、及
び、これに直接使用する球形タンク検査用装置に
係る発明である。
<Summary of the gist> The invention of this application is to fill the spherical tank body with water, purge the residual gas, and then remove the tank during regular or irregular opening inspections of spherical tanks for gas storage, etc. This invention relates to a method for inspecting a spherical tank, in which a work scaffold is installed inside the main body to perform non-destructive inspection, repair, painting, etc. on the tank main body, and an inspection device directly used in the method. In particular, after filling the spherical tank with water and purging the residual gas, the water level is first lowered to about 1.5 to 1.6 meters from the upper manhole, and materials for the floating scaffold are brought in through the upper manhole. is formed into a ring shape along the boundary between the water and the tank body, and a prefabricated connector or guard is attached to form a floating scaffold in the circumferential direction of the water surface, and predetermined inspection work is performed on the inner surface of the tank body. In this case, while lowering the water level, the number of floating scaffolds in the circumferential direction is increased using assembly materials, and in the process of lowering the water level, in which the circumferential length of the boundary between the tank body and the water surface is reduced, the floating bodies are sequentially disassembled into a ring shape. This invention relates to a method for inspecting a spherical tank, in which the floating scaffold is reduced and, after the water is finally discharged, the materials of the dismantled floating scaffold are taken out from a manhole at the bottom of the tank body, and a device for inspecting a spherical tank that is directly used for this method. be.

〈従来の技術〉 周知の如く、プロパンガス等を需要先へ定量継
続供給を行うにはこれを所定量高圧貯留して経時
的に長期に安定供給を図るようにすることが好ま
しく、そこで、大型圧力容器として最も適してい
る型式の球形タンクが広く用いられている。
<Prior art> As is well known, in order to continuously supply a fixed amount of propane gas, etc. to demand customers, it is preferable to store a predetermined amount of gas under high pressure to ensure stable supply over a long period of time. Spherical tanks are the most suitable type of pressure vessel and are widely used.

而して、当該球形タンクに対してはその経年稼
動における亀裂発生等の予防のために、安全対策
として定期的、不定期的にその球形のタンク本体
を開放してその内部より非破壊検査等の所定の作
業を行うようにしており、当然のことながら、検
査に際しては貯留している高圧ガスを抜き取つて
タンク本体内部に大気圧と同圧状態で残留してい
るガスを除去するために、該タンク本体に水を充
満する所謂水張り作業を行つて水と残留ガスとを
置換して残留ガスパージを行い、その後タンク本
体内部に作業足場をセツトして所定の検査作業を
行うようにしている。
As a safety measure, the spherical tank body is periodically or irregularly opened and non-destructive inspections are carried out from the inside, in order to prevent cracks from occurring during operation over time. Of course, during the inspection, we will remove the stored high-pressure gas and remove the gas remaining at the same pressure as atmospheric pressure inside the tank body. The tank body is filled with water, a so-called water-filling operation, to replace water and residual gas to purge the residual gas, and then a work scaffold is set inside the tank body and predetermined inspection work is carried out. .

而して、従来技術における当該作業足場は検査
の対象がタンク本体内壁面、即ち、二次元の検査
であるにもかかわらず、タンク本体内部に三次元
的な作業足場を立体的に組立設置するような態様
を採つていた。
Therefore, although the object of the work scaffolding in the prior art is the inspection of the internal wall surface of the tank body, that is, the two-dimensional inspection, a three-dimensional work scaffold is assembled and installed three-dimensionally inside the tank body. It was in a similar manner.

〈発明が解決しようとする課題〉 したがつて、タンク本体外部から内部に作業足
場の資材を搬入するには上部のマンホールから資
材を搬入するために、三次元的な作業足場を作る
資材の数が多いことから、該マンホールを介して
の搬入や搬出の作業性が悪く、それに長期の時間
がかかるという難点があり、検査工事に要する時
間が長いことから結果的にコスト高になるという
不利点もあつた。
<Problem to be solved by the invention> Therefore, in order to carry the materials for the work scaffold from the outside of the tank body into the inside through the upper manhole, it is necessary to increase the number of materials needed to construct the three-dimensional work scaffold. Because of this, the workability of loading and unloading through the manhole is poor and it takes a long time, and the disadvantage is that the inspection work takes a long time, resulting in high costs. It was hot too.

又、作業足場が立体的にタンク本体内に組み立
てられるために、組立て作業の自由度も少く、確
実な所定の検査の自由度に欠けるという欠点があ
つた。
Furthermore, since the work scaffold is assembled three-dimensionally within the tank body, there is little freedom in assembly work, and there is a drawback that there is a lack of freedom in reliable predetermined inspections.

〈発明の目的〉 この出願の発明の目的は上述従来技術に基づく
球形タンクのタンク本体の内面の二次元の検査に
対する三次元の作業足場に基づく作業、検査の問
題点を解決すべき技術的的課題とし、タンク本体
に対するリング状円周の一次元の交叉部分での検
査の効率的な作業適用が実現し得るようにし、
又、残留ガスパージに要する水張り作業を利用し
て検査作業期間の短縮を図り、作業能率も向上す
るようにしてエネルギー産業における貯蔵技術利
用分野に益する優れた球形タンク検査方法、及
び、該方法に直接使用する検査装置を提供せんと
するものである。
<Object of the Invention> The object of the invention of this application is to solve the technical problems of work and inspection based on a three-dimensional work scaffold for two-dimensional inspection of the inner surface of the tank body of a spherical tank based on the above-mentioned prior art. The goal is to realize efficient inspection work at the one-dimensional intersection of the ring-shaped circumference of the tank body.
The present invention also provides an excellent spherical tank inspection method that utilizes water filling work required for residual gas purging to shorten the inspection work period and improve work efficiency, thereby benefiting the field of storage technology application in the energy industry, and the method. The purpose is to provide an inspection device that can be used directly.

〈課題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
るこの出願の発明の構成は前述課題を解決するた
めに、球形タンクの開放検査を行うに際し、タン
ク本体内部の貯蔵流体を排出し、該内部に水を充
満して水張りして残留ガスパージを行つた後に上
部マンホールレベルまで充満されている水のレベ
ルを初期作業に充分なレベル、即ち、1.5〜1.6メ
ートル程度水位を下げて上部マンホールより浮体
足場の資材を搬入し、これらの資材のうちの折り
たたみ自在な浮体をプラツトホームタイプの足場
本体により一体化して浮体ユニツトに組付けし、
次いで、ベローズタイプの連結体等により相互に
浮体ユニツトを所定数連結すると共に、折りたた
み式のガードを設置して当該レベルでの水とタン
ク本体の交叉するリング状部分に臨ませて円周状
に連結して浮体足場を成し、該浮体足場の足場本
体からタンク本体内部に対する非破壊検査等の所
定の保守点検作業を行い、この間、連続的、或
は、間欠的に水を排出してその水面レベルを下
げ、上部マンホールから搬入される浮体足場資材
により浮体ユニツトを増加し、更に、連結体によ
り浮体ユニツトを連結して浮体足場の周長を延ば
して拡大し、水位が半分のレベルより下がつた時
点からは逆に浮体足場を順次解体して解体した浮
体や連結体の資材を水面に放して浮かべたり、或
は、沈下させたりし、順次浮体足場の周長を縮少
して浮体足場によりタンク本体内面に対する所定
の検査作業を続行し、最後に水が全て排出された
後は、浮体足場を全て解体して下部マンホールよ
り外部に搬出するようにし、水抜きプロセスをそ
のまま利用て水面とタンク本体の内面とのリング
状交叉部に於けるタンク本体に対する検査等の作
業を確実に行うことが出来るようにした技術的手
段を講じたものである。
<Means/effects for solving the problem> In order to solve the above-mentioned problem, the structure of the invention of this application, which is based on the scope of the above-mentioned patent claims, is to solve the above-mentioned problem. After draining the stored fluid inside and filling the inside with water to purge the remaining gas, the level of water filled up to the upper manhole level should be reduced to a level sufficient for initial work, i.e. 1.5 to 1.6 meters. After lowering the water level to a certain extent, the materials for the floating scaffold were brought in through the upper manhole, and the collapsible floating structure of these materials was integrated with the platform type scaffold body and assembled into the floating unit.
Next, a predetermined number of floating units are connected to each other using bellows-type connectors, etc., and a foldable guard is installed so that it faces the ring-shaped part where the water at the relevant level intersects with the tank body. They are connected to form a floating scaffold, and predetermined maintenance and inspection work such as non-destructive inspection of the inside of the tank body from the scaffold body of the floating scaffold is carried out, and during this period water is continuously or intermittently drained. Lower the water level, increase the number of floating units using floating scaffolding materials brought in from the upper manhole, and extend the circumference of the floating scaffolding by connecting the floating units with connecting bodies to expand the floating scaffolding so that the water level drops below half the level. From the point where the floating scaffold is broken, the floating scaffold is sequentially dismantled, the dismantled floating structure and the materials of the dismantled floating structure are released on the water surface, or they are allowed to sink, and the circumference of the floating scaffold is gradually reduced to create a floating scaffold. After all the water has been drained, all the floating scaffolding is dismantled and carried outside through the lower manhole, and the water draining process is used as it is to bring it back to the water surface. Technical measures have been taken to ensure that work such as inspection of the tank body at the ring-shaped intersection with the inner surface of the tank body can be carried out reliably.

〈実施例〉 次に、この出願の発明の実施例を図面を参照し
て説明すれば以下の通りである。
<Embodiments> Next, embodiments of the invention of this application will be described below with reference to the drawings.

まず、第7〜13図に従つてこの出願の発明の
一つの要旨を成す球形タンク検査方法を順次説明
すると、第7図に示す様に、基礎1に対し支柱
2,2…を介して球形タンク3の球形のタンク本
体4が支持されており、該タンク本体4に対する
開放検査を行うに際し、高圧で貯留しているガス
を抜き去り、大気と同圧にされている残留ガスに
対し在来態様同様に水5を注入してそのレベルを
上げていくことにより、残留ガスパージを行つて
水と残留ガスを置換する。
First, the method for inspecting a spherical tank, which constitutes one of the gist of the invention of this application, will be explained in sequence according to FIGS. 7 to 13. As shown in FIG. A spherical tank body 4 of the tank 3 is supported, and when performing an open inspection on the tank body 4, the gas stored at high pressure is removed and the residual gas, which is brought to the same pressure as the atmosphere, is Similarly to the embodiment, by injecting water 5 and increasing its level, residual gas purge is performed and water and residual gas are replaced.

そして、該残留ガスパージが終了した状態では
その水5の最高レベルが上部のマンホール6に達
しているが、通常の検査作業に供することが出来
るレベル、即ち、マンホール6から1.5〜1.6メー
トル程度一旦水5のレベルを第8図に示す様に下
げ、そこで、次述詳説する浮体足場7を上部マン
ホール6より適宜に搬入して水5の水面にて組立
て、該水5とタンク本体4とのリング状の交叉部
に浮設近接させ、上部のマンホール6と水5の水
面レベルとの間のタンク本体4の上部内面に対す
る非破壊検査や塗装作業等を行う、そして、次に
再び水5の液面レベルを下げその下げプロセスに
おいて、浮体足場7を上部マンホール6からの浮
体足場資材搬入により組立を行つてその円周長さ
を長くし、当該足場7によつて所定の検査を行
い、第9図に示す様に、水5の水面レベルが球形
タンク3のタンク本体4の直径位置レベルに達す
るまで上述プロセスを反復して検査を行う。
When the residual gas purge is completed, the highest level of the water 5 has reached the upper manhole 6, but once the water reaches a level that can be used for normal inspection work, that is, about 1.5 to 1.6 meters from the manhole 6, the water 5 reaches the upper manhole 6. The level of water 5 is lowered as shown in FIG. The tank body 4 is floated close to the intersection of the water 5, and the upper inner surface of the tank body 4 between the upper manhole 6 and the water level of the water 5 is subjected to non-destructive inspection and painting work. In the process of lowering the surface level, the floating scaffold 7 is assembled by carrying in floating scaffold materials from the upper manhole 6 to increase its circumference, and the scaffold 7 is subjected to a predetermined inspection. As shown in the figure, the above process is repeated until the water surface level of the water 5 reaches the level of the diameter of the tank body 4 of the spherical tank 3, and the test is performed.

そして、第9図〜第10図に示す様に、水抜き
を行うと、水5の水面レベルは下降するが、その
際、最大長の浮体足場7の周長が縮まるために、
該浮体足場7のユニツトを順次解体して水面の中
央側に漂出して浮かべるようにしたり、或は、沈
降させてタンク本体4の下端下部マンホール8に
集積するようにしても良く、そこで、第11図に
示す様に、順次水面レベルを下げながら浮体足場
7を解体して周長を短くし、タンク本体4の内面
に対する所定の検査作業等を継続し、最後に水5
が排出された後には、第12図に示す様に、タン
ク本体4の最下部の下部マンホール9の周囲に浮
体足場7の資材を集積して解体された各資材をし
て当該下部マンホール9より外部に取出し、水張
り残留ガスパージと検査作業を第13図に示す様
に終了する。
As shown in FIGS. 9 and 10, when the water is drained, the water surface level of the water 5 decreases, but at that time, the circumference of the floating scaffold 7, which has the maximum length, decreases.
The units of the floating scaffold 7 may be dismantled one by one and floated to the center of the water surface, or they may be allowed to settle and accumulate in the lower manhole 8 at the lower end of the tank body 4. As shown in Figure 11, the floating scaffold 7 is dismantled to shorten the circumference while gradually lowering the water surface level, predetermined inspection work on the inner surface of the tank body 4 is continued, and finally the water level is lowered.
After the materials have been discharged, as shown in FIG. 12, the materials of the floating scaffold 7 are accumulated around the lower manhole 9 at the bottom of the tank body 4, and each dismantled material is removed from the lower manhole 9. It is taken out to the outside, and the residual gas purge and inspection work is completed as shown in FIG. 13.

而して、上述検査方法に用いる浮体足場7とそ
の組立て解体のプロセスを説明すると、第1〜4
図に示す実施例において、10は幅方向に三連結
合する袋タイプの浮袋式の浮体であり、その直径
サイズがタンク本体4の上下のマンホール6,9
に長手方向でスムースに挿通出来る大きさであつ
て、長さは2〜3メートル前後で組立し易いよう
に形成されており、これ等を予め折りたたんだ状
態で上部マンホール6から適宜に搬入し、図示し
ないエアホースを介して各浮体10のチエツクバ
ルブから空気を注入して脹らませ、筏状になつた
浮体ユニツトを形成し、続いてアルミ材により所
定に形成された方形のプラツトホームタイプの足
場本体11,11…を上部マンホール6から搬入
して浮体10の上に所定に載置して相互にフツク
12,12…を介して該浮体10のユニツトに対
して組付ける。
Therefore, to explain the floating scaffold 7 used in the above inspection method and its assembly and disassembly process,
In the embodiment shown in the figure, reference numeral 10 denotes a bag-type floating body that is connected in three rows in the width direction, and its diameter is the same as that of the upper and lower manholes 6 and 9 of the tank body 4.
It has a size that allows it to be inserted smoothly in the longitudinal direction, and the length is around 2 to 3 meters and is formed to be easy to assemble. Air is injected from the check valve of each floating body 10 through an air hose (not shown) to inflate it to form a raft-shaped floating body unit, and then a rectangular platform type formed in a predetermined manner from aluminum material is formed. Scaffolding bodies 11, 11... are carried in through the upper manhole 6, placed on the floating body 10 in a predetermined position, and assembled to the units of the floating body 10 via the hooks 12, 12....

このようにして、形成された浮体足場7の浮体
10の各ユニツトは続いて投入されるベローズタ
イプの軟質塩ビ製や布引きゴム製の連結体14を
フツク15を介して連結し、各ユニツト相互を筏
状に連結して第3,4図に示す様に水5の水面と
タンク本体4との交叉するリング状の境界部に沿
つて可及的に多角形状に浮設する。
In this way, each unit of the floating body 10 of the floating body scaffold 7 formed is connected to a bellows-type connecting body 14 made of soft PVC or cloth-lined rubber via the hook 15, and each unit is connected to each other. are connected in a raft shape and floated in a polygonal shape as much as possible along the ring-shaped boundary where the water surface of the water 5 and the tank body 4 intersect, as shown in FIGS.

そして、続いて投入される単位長さのアルミ製
の枠状のガード13,13…をジヨイントを介し
て第2図に示す様に、組付足場本体11の一側寄
りに立設セツトする。
Then, aluminum frame-shaped guards 13, 13, .

尚、設計によつては第1,4図に示す様に、浮
体10,10…の水平状態の姿勢保持のために、
浮体足場7の各浮体10のユニツトの前後にアル
ミ製等の枠16を介して組付けるようにすること
も可能である。
Depending on the design, as shown in Figures 1 and 4, in order to maintain the horizontal posture of the floating bodies 10, 10...
It is also possible to assemble the units of each floating body 10 of the floating body scaffold 7 via frames 16 made of aluminum or the like.

そして、浮体足場7の各ユニツトについては前
述した如く、第8,9図に示す様に、水5の水面
がタンク本体4の最大直径部(赤道部)まで降下
するプロセスにおいては順次上部マンホール6か
ら浮体10、足場本体11、ガード13、連結体
14等の資材を搬入してその浮体足場7の周方向
の連結数を増加して水5の水面とタンク本体4と
のリング状の境界部の周長増加に伴つて浮体足場
7の周長を大きくして足場本体11,11…の上
で非破壊検査等の所定の検査作業を行うが、実質
的には水面の降下に伴つて浮体足場7の周長が大
きくなり、タンク本体4の内壁面の二次元平面に
対し浮体足場7の周方向の一次元でネツトワーク
して隈なく検査を行うことが出来る。
As mentioned above, each unit of the floating scaffolding 7 is connected to the upper manhole 6 in the process in which the water surface of the water 5 descends to the maximum diameter part (equator part) of the tank body 4, as shown in FIGS. 8 and 9. Materials such as the floating body 10, the scaffolding body 11, the guard 13, the connecting body 14, etc. are carried in from there, and the number of connections in the circumferential direction of the floating scaffolding 7 is increased to create a ring-shaped boundary between the water surface of the water 5 and the tank body 4. As the circumference of the floating scaffold 7 increases, the circumference of the floating scaffold 7 is increased and predetermined inspection work such as non-destructive inspection is carried out on the scaffold bodies 11, 11..., but in reality, as the water surface falls, the floating scaffold 7 increases in circumference. The circumferential length of the scaffold 7 is increased, and it is possible to conduct a thorough inspection by networking in one dimension in the circumferential direction of the floating scaffold 7 with respect to the two-dimensional plane of the inner wall surface of the tank body 4.

そして、第9,10図に示す様に、水5の水面
がタンク本体4の最大直径部より下に下降する場
合は浮体足場7による周方向長さは当然のことな
がら縮少するが、その場合はフツク15を介して
連結されている連結体14を外して順次1つの浮
体足場7を解離し、内側(中央寄り)の水面に浮
かべて放置し、或は、各空気抜きした浮体10、
作業足場11、ガード13を解体して水面下に沈
下させてタンク本体4の下部に下降沈下させても
良く、水面の下降につれてこのプロセスを反復し
て順次浮体足場7を縮少し、最後に前述した如
く、水5が排出された後に第12図に示す様に、
各浮体足場7の浮体10、足場本体11、ガード
13等を解体して下部マンホール9より搬出する
ことが出来る。
As shown in FIGS. 9 and 10, when the water surface of the water 5 falls below the maximum diameter part of the tank body 4, the circumferential length of the floating scaffold 7 naturally decreases; In this case, the connecting bodies 14 connected via the hooks 15 are removed, one floating scaffold 7 is dissociated one by one, and the floating scaffolds 7 are left floating on the water surface inside (closer to the center).
The work scaffolding 11 and the guard 13 may be dismantled and submerged below the water surface and lowered to the lower part of the tank body 4, and as the water surface descends, this process is repeated to sequentially contract the floating scaffolding 7, and finally the above-mentioned As shown in FIG. 12, after the water 5 is discharged,
The floating body 10, scaffold body 11, guard 13, etc. of each floating scaffold 7 can be dismantled and carried out from the lower manhole 9.

又、第5,6図に示す実施例においては上述実
施例の浮体10に相当する浮体10′は該浮体1
0′と径長さが略同一サイズのアルミタイプのシ
エルにウレタン、或は、発泡スチロール等を充填
したものであり、これ等を筏状に並列連結し、そ
の上に上述実施例同様のアルミ製の方形の足場本
体11′,11′…をフツクを介して相互に接続
し、それらの一側に上述実施例同様にガード1
3,13を植設するようにして浮体足場7′のユ
ニツトを形成し、浮体足場7′,7′相互は上述実
施例同様にベローズタイプの軟質塩ビ製の連結体
14によりフツクを介して連結するようにした態
様であり、水5の水面降下に伴つて浮体足場7′
の連結数を増減する膨縮プロセスは上述実施例と
実質的に何ら変りはない。
In addition, in the embodiment shown in FIGS. 5 and 6, a floating body 10' corresponding to the floating body 10 of the above-mentioned embodiment is the same as the floating body 1.
0' is filled with urethane, foamed polystyrene, etc. in an aluminum type shell with a diameter length that is approximately the same size as 0'. The rectangular scaffold bodies 11', 11'... are connected to each other via hooks, and a guard 1 is attached to one side of them in the same manner as in the above embodiment.
3 and 13 are planted to form a unit of floating scaffold 7', and the floating scaffolds 7' and 7' are connected to each other via a hook by a bellows type flexible PVC connecting body 14 as in the above embodiment. In this embodiment, as the water level of the water 5 falls, the floating scaffold 7'
The expansion/contraction process for increasing/decreasing the number of connections is substantially the same as in the above embodiment.

尚、検査作業中における浮体足場7,7′の水
平方向の揺動を避けるためには、第4図に示す様
に、タンク本体4に対し、マグネツト17をワイ
ヤー18を介して磁着係止することによつてこれ
に対処することが出来る。
In order to avoid the floating scaffolds 7, 7' from swinging in the horizontal direction during the inspection work, as shown in FIG. You can deal with this by doing this.

尚、この出願の発明の実施態様は上述各実施例
に限るものではないことは勿論であり、例えば、
各浮体足場の内側の水面上に軟質塩ビ製等のシー
トを張設して治具等のタンク本体の底部への沈下
を防止したり、開放した浮体足場を集積したりす
るようにする等種々の態様が採用可能である。
It goes without saying that the embodiments of the invention of this application are not limited to the above-mentioned embodiments; for example,
Various methods can be used, such as placing a sheet made of soft PVC or the like on the water surface inside each floating scaffold to prevent jigs and other objects from sinking to the bottom of the tank body, or allowing open floating scaffolds to accumulate. The following aspects can be adopted.

〈発明の効果〉 以上、この出願の発明によれば、基本的にガス
貯蔵用等の球形タンクの開放検査において、残留
ガスパージに用いる置換水の充填排出のプロセス
を利用してその水面とタンク本体との交叉部の円
周の一次元を用いてタンク本体内面の二次元を隈
なくネツトワークし、検査を完全に行うことが出
来るという優れた効果が奏される。
<Effects of the Invention> As described above, according to the invention of this application, basically, in an open inspection of a spherical tank for gas storage, etc., the water surface and the tank body are measured by using the process of filling and discharging replacement water used for purging residual gas. An excellent effect is achieved in that the two-dimensional inner surface of the tank body can be thoroughly networked using the one-dimensional circumference of the intersection of the two-dimensional part and the inner surface of the tank body, allowing complete inspection.

而して、タンク本体の上部マンホールから搬入
する浮体に連結体やガードを接続してリング状の
境界部に沿う多角形状の浮体足場を形成して該浮
体足場に設置される足場本体で所定の検査を行う
ことが出来、したがつて、タンク本体の内部中央
部の空間は何ら利用せず、水とタンク本体のリン
グ状境界部のみを利用することが出来、在来態様
の如くタンク本体内部に立体的な作業足場を形成
しなくても良く、完全に水を排出した後で足場を
組む必要がないために、工事期間が短くて済み、
結果的にコストダウンになるという優れた効果が
奏される。
Then, connecting bodies and guards are connected to the floating body brought in from the upper manhole of the tank body to form a polygonal floating scaffold along the ring-shaped boundary, and the scaffold body installed on the floating scaffold can be attached to a predetermined area. Therefore, the inner central space of the tank body is not used at all, and only the ring-shaped boundary between the water and the tank body can be used. There is no need to form a three-dimensional work scaffold, and there is no need to assemble the scaffold after the water has been completely drained, so the construction period can be shortened.
As a result, an excellent effect of reducing costs can be achieved.

又、在来の三次元立体状の作業足場の組立てに
対し、浮体足場は著しくその資材数が少ないため
に、資材上コストも安く出来るという利点があ
る。
In addition, compared to the conventional three-dimensional construction of work scaffolds, floating scaffolds have the advantage of being cheaper in terms of materials because they require significantly fewer materials.

又、作業者は浮体足場の足場本体上をタンク本
体内面の周方向に移動するだけで、該タンク本体
の内面を検査することが出来、作業条件も良く、
したがつて、作業能率も良く、労力も少くて効率
的に、且つ、安全に行うことが出来るという優れ
た効果が奏される。
In addition, the worker can inspect the inner surface of the tank body simply by moving on the scaffold body of the floating scaffold in the circumferential direction of the tank body inner surface, and the working conditions are good.
Therefore, excellent effects are achieved in that work efficiency is high and the work can be carried out efficiently and safely with little effort.

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

図面はこの出願の発明の実施例の説明図であ
り、第1図は浮体足場の概略平面図、第2図は同
側面図、第3図は浮体足場のタンク本体内浮設状
態平面図、第4図は同部分断面側面図、第5,6
図は第1,2図相当の他の浮体足場の実施例の概
略側面図、及び、平面図、第7〜13図は浮体足
場によるタンク本体の検査作業プロセス概略模式
図である。 3…球形タンク、4…タンク本体、7…浮体足
場、10…浮体、11…足場本体、14…連結
体、13…ガード、6…上部マンホール、9…下
部マンホール。
The drawings are explanatory diagrams of an embodiment of the invention of this application, in which Fig. 1 is a schematic plan view of the floating scaffold, Fig. 2 is a side view of the same, and Fig. 3 is a plan view of the floating scaffold floating inside the tank body. Figure 4 is a partial cross-sectional side view, Figures 5 and 6.
The figure is a schematic side view and a plan view of another embodiment of the floating scaffold corresponding to FIGS. 1 and 2, and FIGS. 7 to 13 are schematic diagrams showing the process of inspecting the tank body using the floating scaffold. 3... Spherical tank, 4... Tank body, 7... Floating scaffold, 10... Floating body, 11... Scaffolding body, 14... Connecting body, 13... Guard, 6... Upper manhole, 9... Lower manhole.

Claims (1)

【特許請求の範囲】 1 球形タンクのタンク本体内に水張りして残留
ガスパージを行つた後該タンク本体内部に作業足
場を設置して該タンク本体に対する所定の作業を
行うようにした球形タンク検査方法において、上
記残留ガスパージを水張りにより行つた後水位を
所定レベルに下げ、上下部マンホールから出し入
れ自在な浮体足場を成す浮体と該浮体相互の連結
材と浮体のガードの各組立資材を上部マンホール
から搬入して水面とタンク本体の円周状の境界部
に筏状に水面に浮設して臨ませ、その後水位低下
と共に浮体足場を水面上にて該円周状の境界部に
沿つて上記資材の増設拡大、解体縮少させて所定
の検査作業を続行し、水排出後浮体足場を解体し
た資材を下部マンホールより取り出すようにした
こを特徴とする球形タンク検査方法。 2 球形タンクのタンク本体内部に搬入組立し該
タンク本体内面に対する所定の検査作業を行う球
形タンクの検査用装置において、浮力を有する形
状で折りたたみ縮小される浮体が所定数プラツト
ホームタイプの足場本体を介して相互に相隣つて
連結されて組付けられ、更に水とタンク本体の円
周状の境界部に沿つて伸縮性を有する連結体で連
結され、又該浮体には枠状のガードが付設されて
浮体足場を成していることを特徴とする球形タン
クの検査用装置。
[Scope of Claims] 1. A method for inspecting a spherical tank, in which the tank body of the spherical tank is filled with water to purge residual gas, and then a work scaffold is installed inside the tank body to perform predetermined work on the tank body. After the residual gas is purged by filling with water, the water level is lowered to a predetermined level, and the assembly materials of the floating body forming the floating scaffold, which can be freely taken in and out from the upper and lower manholes, the connecting materials for the floating bodies, and the guard of the floating body are carried in from the upper manhole. Then, as the water level decreases, the floating scaffold is placed on the water surface along the circumferential boundary between the water surface and the tank body, and the above-mentioned materials are placed floating on the water surface in the shape of a raft. A method for inspecting a spherical tank characterized by continuing the prescribed inspection work by increasing the size of the structure, expanding the size of the structure, dismantling it, and reducing the size of the tank, and after discharging the water, the materials from which the floating scaffold has been dismantled are taken out from the lower manhole. 2. In a device for inspecting a spherical tank that is carried into and assembled inside the tank body of a spherical tank and performs prescribed inspection work on the inner surface of the tank body, a platform-type scaffolding body is equipped with a predetermined number of floating bodies that can be folded and reduced in size with buoyancy. The floating bodies are connected and assembled adjacent to each other through the water and the tank body, and are further connected by elastic connecting bodies along the circumferential boundary between the water and the tank body, and the floating body has a frame-shaped guard. A device for inspecting a spherical tank, characterized in that it is attached to form a floating scaffold.
JP12227586A 1986-05-29 1986-05-29 Method and device for inspecting spherical tank Granted JPS62283296A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12227586A JPS62283296A (en) 1986-05-29 1986-05-29 Method and device for inspecting spherical tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12227586A JPS62283296A (en) 1986-05-29 1986-05-29 Method and device for inspecting spherical tank

Publications (2)

Publication Number Publication Date
JPS62283296A JPS62283296A (en) 1987-12-09
JPH0424599B2 true JPH0424599B2 (en) 1992-04-27

Family

ID=14831931

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12227586A Granted JPS62283296A (en) 1986-05-29 1986-05-29 Method and device for inspecting spherical tank

Country Status (1)

Country Link
JP (1) JPS62283296A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9734926B2 (en) 2008-05-02 2017-08-15 Shine Medical Technologies, Inc. Device and method for producing medical isotopes

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2728473A1 (en) * 1994-12-22 1996-06-28 Lecanu Pierre Desire Francois Tank for storage of two part firefighting liquids
FR2728474B1 (en) * 1994-12-22 1998-04-03 Lecanu Pierre Desire Francois DOPED WATER STATION TANK FOR A FIRE FIGHTING INSTALLATION
IT1286114B1 (en) * 1995-08-08 1998-07-07 Pierre Desire Francois Lecanu RESERVE TANK OF DRUG WATER FOR A FIRE FIGHTING INSTALLATION.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9734926B2 (en) 2008-05-02 2017-08-15 Shine Medical Technologies, Inc. Device and method for producing medical isotopes

Also Published As

Publication number Publication date
JPS62283296A (en) 1987-12-09

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