JPH10316193A - Floating roof storage tank deck repair method - Google Patents
Floating roof storage tank deck repair methodInfo
- Publication number
- JPH10316193A JPH10316193A JP9125279A JP12527997A JPH10316193A JP H10316193 A JPH10316193 A JP H10316193A JP 9125279 A JP9125279 A JP 9125279A JP 12527997 A JP12527997 A JP 12527997A JP H10316193 A JPH10316193 A JP H10316193A
- Authority
- JP
- Japan
- Prior art keywords
- deck
- hollow
- floating roof
- storage tank
- hollow elastic
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 230000035515 penetration Effects 0.000 claims abstract description 11
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 239000007789 gas Substances 0.000 description 11
- 238000007789 sealing Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 229910001873 dinitrogen Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】
【課題】 比較的大きい貫通部が生じた場合でも、浮屋
根式貯蔵タンクの使用を停止することなく、その流出を
防止しデッキの貫通部を安全に補修することができる浮
屋根式貯蔵タンクのデッキ補修方法を提供する。
【解決手段】 デッキ3を貫通して上下方向に延び、上
端が吃水8aより上方に位置する複数の中空管10をデ
ッキ面に分散して予め水密に取り付けておく。補修時に
中空管を通して中空弾性袋12をデッキ下面に挿入し、
次いで中空弾性袋内にチューブ12aを介して圧縮ガス
を供給し膨張させる。複数の中空弾性袋を複数の中空管
から挿入して膨張させることにより、浮屋根の浮力を高
めて吃水8aをデッキ下面まで下げて補修ができる。ま
た、デッキ貫通部9に隣接する中空管を通して中空弾性
袋を貫通部のあるデッキ下面に挿入して膨張させ、貫通
部を囲むデッキ下面に密着させることにより貫通部をデ
ッキ下面からシールして補修ができる。
(57) [Summary] [PROBLEMS] Even if a relatively large penetration occurs, it is possible to prevent the outflow of the floating roof storage tank without stopping use of the storage tank and safely repair the penetration of the deck. A method of repairing a deck of a floating roof storage tank is provided. SOLUTION: A plurality of hollow tubes 10 extending vertically through a deck 3 and having an upper end located above a draft 8a are dispersed on a deck surface and attached in advance in a watertight manner. At the time of repair, insert the hollow elastic bag 12 into the lower surface of the deck through the hollow tube,
Next, a compressed gas is supplied into the hollow elastic bag through the tube 12a to expand the bag. By inserting a plurality of hollow elastic bags from a plurality of hollow tubes and inflating them, the buoyancy of the floating roof is increased, and the draft 8a can be lowered to the lower surface of the deck for repair. In addition, the hollow elastic bag is inserted into the lower surface of the deck having the through portion through the hollow tube adjacent to the deck through portion 9 and inflated, and is closely attached to the lower surface of the deck surrounding the through portion to seal the through portion from the lower surface of the deck. Can be repaired.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、浮屋根式貯蔵タン
クのデッキ補修方法に関する。The present invention relates to a method for repairing a deck of a floating roof type storage tank.
【0002】[0002]
【従来の技術】図4(A)は、石油等の油タンクとして
用いられる浮屋根式貯蔵タンクの模式図である。この図
において、1は基礎、2は側板、3はデッキ、4はポン
ツーン、5はシール装置、6はウェザーシールドであ
り、デッキ3、ポンツーン4、シール装置5及びウェザ
ーシールド6で浮屋根7が構成される。2. Description of the Related Art FIG. 4A is a schematic view of a floating roof type storage tank used as an oil tank for petroleum or the like. In this figure, 1 is a foundation, 2 is a side plate, 3 is a deck, 4 is a pontoon, 5 is a sealing device, 6 is a weather shield, and a floating roof 7 is composed of a deck 3, a pontoon 4, a sealing device 5 and a weather shield 6. Be composed.
【0003】図4(B)は(A)のA部拡大図である。
浮屋根式貯蔵タンクでは石油等の内容物8が通常可燃性
があるため、内容物8の吃水8aがデッキ3よりも高く
設定されている。従って、浮力を発生させるポンツーン
4は、デッキ3の周辺の上側に通常設けられる。シール
装置5は、リング状の弾性部材であり、ポンツーン4の
外周面と側板2の内面の間をシールする。また、ウェザ
ーシールド6は下端がポンツーン4の上面に取り付けら
れ、上端が側板2の内面に摺動する薄板であり、雨水等
がシール装置5に侵入しないようになっている。FIG. 4B is an enlarged view of a portion A in FIG.
In the floating roof type storage tank, the contents 8 such as petroleum are usually flammable, so that the draft 8a of the contents 8 is set higher than the deck 3. Therefore, the pontoon 4 that generates buoyancy is usually provided above the periphery of the deck 3. The sealing device 5 is a ring-shaped elastic member, and seals between the outer peripheral surface of the pontoon 4 and the inner surface of the side plate 2. The weather shield 6 is a thin plate whose lower end is attached to the upper surface of the pontoon 4 and whose upper end slides on the inner surface of the side plate 2, so that rainwater or the like does not enter the sealing device 5.
【0004】なお、図4におけるデッキ3は、1枚の金
属板で構成されるシングルデッキ式の場合を示している
が、デッキ3を2枚の金属板で構成するダブルデッキ式
の場合もある。Although the deck 3 shown in FIG. 4 is of a single deck type composed of one metal plate, there is also a case of a double deck type wherein the deck 3 is composed of two metal plates. .
【0005】[0005]
【発明が解決しようとする課題】上述した浮屋根式貯蔵
タンクは、例えば直径が約50m程度の大型石油タンク
であり、通常5年程度の間隔で定期的に内容物を空に
し、点検と補修を実施する。しかし、デッキ3は風雨に
晒されるため腐食が激しく、使用中に貫通孔が開いた
り、地震時のスロッシングによる液面揺動、或いは台風
等の強風時の波打現象等により、シングルデッキ上の一
番弱い箇所である継手部等に亀裂が入ったり破損するこ
とがある。The above-mentioned floating roof type storage tank is a large oil tank having a diameter of, for example, about 50 m. The contents are regularly emptied at intervals of about 5 years, and inspection and repair are carried out. Is carried out. However, the deck 3 is exposed to the wind and rain, and is highly corroded. A through hole is opened during use, the liquid level fluctuates due to sloshing during an earthquake, or a wave phenomenon in a strong wind such as a typhoon. The weakest point, such as the joint, may be cracked or damaged.
【0006】デッキ3に貫通孔、亀裂、破損等の貫通部
9が一旦できると、前述のように吃水がデッキ3より高
くなっているため、内容物8がデッキ上へ流出し、吃水
高さ(200〜300mm)に達するまで止まらなくな
る。内容物8は可燃物であり、デッキ面積は非常に広い
ため、火災・爆発等の可能性もあり流出物の除去は困難
を究める。そのため、通常はこのように破損箇所が大き
い場合には、タンクの運用スケジュールを変更して内容
物を空にし補修することになる。しかし、この点検・補
修作業には数千万円〜1億円にも達する費用がかかるば
かりでなく、特に大型石油タンクに予備又は余裕がない
場合、或いは1基しかない場合にはそのタンクの内容物
が供給できなくなり、施設全体の稼働を停止せざるをえ
なくなる等の問題点があった。[0006] Once the through-holes 9 such as through holes, cracks, breakage and the like are formed in the deck 3, the draft 8 is higher than the deck 3 as described above. (200-300 mm). Since the contents 8 are combustible materials and the deck area is very large, there is a possibility of fire or explosion, and it is difficult to remove the effluent. Therefore, when the damaged portion is large as described above, the operation schedule of the tank is changed, the contents are emptied, and the tank is repaired. However, this inspection and repair work not only costs tens of millions to hundreds of millions of yen, but also, especially when there is no spare or extra space for a large oil tank, or when there is only one tank, There was a problem that the contents could not be supplied and the operation of the entire facility had to be stopped.
【0007】かかる問題点を解決するため、従来はデッ
キ上面を頻繁に点検し、腐食等による損傷を早期に補修
し、或いは貫通部が軽微な段階でパテ等で塞いでいる。
しかし、そのため、早期発見が不可欠であり、保守管理
に手間がかかる問題点があった。また、軽微な貫通部の
発見はデッキ上面の汚れ等の影響で熟練を要するため、
その早期発見を逸しパテ等では流出を止められなくなる
こともある。In order to solve such a problem, conventionally, the upper surface of the deck is frequently inspected to repair damage due to corrosion or the like at an early stage, or the through portion is closed with a putty or the like at a slight stage.
However, there is a problem that early detection is indispensable and maintenance management is troublesome. Also, finding a small penetration part requires skill due to the effects of dirt on the deck upper surface, etc.
Missing its early detection may make it impossible to stop the outflow with putty or the like.
【0008】本発明はかかる問題点を解決するために創
案されたものである。すなわち、本発明の目的は、パテ
等では流出を止められない大きさの貫通部が生じた場合
でも、浮屋根式貯蔵タンクの使用を停止することなく、
その流出を防止しデッキの貫通部を安全に補修すること
ができる浮屋根式貯蔵タンクのデッキ補修方法を提供す
ることにある。The present invention has been made to solve such a problem. In other words, the purpose of the present invention is to prevent the use of the floating roof type storage tank even if a penetration portion having a size that cannot be stopped by putty or the like occurs,
It is an object of the present invention to provide a method for repairing a deck of a floating roof type storage tank which can prevent the outflow and safely repair a penetration portion of the deck.
【0009】[0009]
【課題を解決するための手段】本発明によれば、デッキ
を貫通して上下方向に延び、上端が吃水より上方に位置
する複数の中空管をデッキ面に分散して予め水密に取り
付けておき、前記中空管を通して中空弾性袋をデッキ下
面に挿入し、次いで中空弾性袋内に圧縮ガスを供給して
膨張させる、ことを特徴とする浮屋根式貯蔵タンクのデ
ッキ補修方法が提供される。According to the present invention, a plurality of hollow tubes extending vertically through a deck and having an upper end located above a draft are dispersed on the deck surface and are mounted in advance in a watertight manner. And inserting a hollow elastic bag into the lower surface of the deck through the hollow tube, and then supplying compressed gas into the hollow elastic bag to expand the hollow elastic bag. .
【0010】この方法により、中空管の上端が吃水より
上方に位置するので、中空管を通して内容物が流出する
ことはない。また、この中空管は、既設のルーフサポー
トを用いてもよく、別に備えてもよい。なお、通常時に
は蓋をし、揮発分等の流出を防止するのがよい。中空弾
性袋は耐油性のゴム(例えばNBR)からなる袋であ
り、中空管を通して中空弾性袋をデッキ下面に挿入し窒
素ガス等を内部に供給して膨張させる。この方法により
貫通部を内側からシールすることができると共に、中空
弾性袋を多数用いることにより浮屋根全体の浮力調整が
でき、吃水を調節することができる。According to this method, since the upper end of the hollow tube is located above the draft, the content does not flow out through the hollow tube. This hollow tube may use an existing roof support or may be separately provided. In addition, it is preferable to cover at normal times to prevent outflow of volatile components and the like. The hollow elastic bag is a bag made of oil-resistant rubber (for example, NBR). The hollow elastic bag is inserted into the lower surface of the deck through a hollow tube, and nitrogen gas or the like is supplied to the inside to expand. With this method, the penetration portion can be sealed from the inside, and the buoyancy of the entire floating roof can be adjusted by using a large number of hollow elastic bags, so that draft can be adjusted.
【0011】本発明の好ましい実施形態によれば、複数
の中空弾性袋を複数の中空管からそれぞれデッキ下面に
挿入し、次いで各中空弾性袋内に圧縮ガスを供給して膨
張させ、これにより浮屋根の浮力を高めて吃水をデッキ
下面まで下げる。この方法によれば、既設のルーフサポ
ート又は別に備えた中空管を利用して、複数の中空弾性
袋(風船)をデッキ下面に挿入し、各中空弾性袋内に圧
縮ガスを供給して膨張させることにより、浮屋根下面側
に浮力を増して吃水を下げることができ、デッキ上への
内容物の流出を完全に停止した状態で補修することがで
きる。According to a preferred embodiment of the present invention, a plurality of hollow elastic bags are inserted into the lower surface of the deck from a plurality of hollow tubes, respectively, and then compressed gas is supplied into each hollow elastic bag to expand the bag. Raise the buoyancy of the floating roof and lower the draft to the bottom of the deck. According to this method, a plurality of hollow elastic bags (balloons) are inserted into the lower surface of the deck using the existing roof support or a separately provided hollow tube, and compressed gas is supplied into each hollow elastic bag to expand the hollow elastic bags. By doing so, it is possible to increase the buoyancy on the lower surface side of the floating roof and reduce draft, and repair can be performed in a state where outflow of contents onto the deck is completely stopped.
【0012】また、デッキ貫通部に隣接する中空管を通
して中空弾性袋を貫通部のあるデッキ下面に挿入し、次
いで中空弾性袋内に圧縮ガスを供給して膨張させて、貫
通部を囲むデッキ下面に密着させ、これにより貫通部を
デッキ下面からシールしてもよい。この方法によれば、
1つ或いは少数の中空弾性袋を貫通部(破損部)近傍の
ルーフサポート部よりデッキ下面に挿入し、これを膨張
させて貫通部を囲むデッキ下面に密着させて貫通部をデ
ッキ下面からシールし、内容物の流出を防止した状態で
補修することができる。Further, a hollow elastic bag is inserted into the lower surface of the deck having a through portion through a hollow tube adjacent to the deck through portion, and then the compressed gas is supplied into the hollow elastic bag to expand the deck, thereby enclosing the deck surrounding the through portion. The through portion may be sealed from the lower surface of the deck by being closely attached to the lower surface. According to this method,
One or a small number of hollow elastic bags are inserted into the lower surface of the deck from the roof support portion near the penetrating portion (damaged portion), and are inflated to closely contact the lower surface of the deck surrounding the penetrating portion to seal the penetrating portion from the lower surface of the deck. The repair can be performed in a state where the outflow of the contents is prevented.
【0013】[0013]
【発明の実施の形態】以下、本発明の好ましい実施形態
を図面を参照して説明する。なお、各図において共通す
る部分には同一の符号を付して使用する。図1は、本発
明の方法を模式的に示す図であり、図2は、図1の部分
拡大図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings. In the drawings, common parts are denoted by the same reference numerals. FIG. 1 is a diagram schematically showing the method of the present invention, and FIG. 2 is a partially enlarged view of FIG.
【0014】本発明の方法では、複数の中空管10をデ
ッキ面全体に分散して予め水密に取り付けておく。この
中空管10は、デッキ3を貫通して上下方向に延び、上
端が吃水8aより上方に位置するようにする。すなわ
ち、吃水8aのデッキからの高さが200〜300mm
である場合に、中空管10を垂直に配置する場合には例
えば400mm以上にする。或いは、中空管10を傾斜
して配置してもよく、この場合でも、上端が吃水8aよ
り高くなるようにする。この構成により、中空管10を
通して内容物8が流出することなく、デッキ上面から中
空管10を通してデッキの下側にアクセスすることがで
きる。In the method of the present invention, a plurality of hollow tubes 10 are dispersed over the entire deck surface and attached in advance in a watertight manner. The hollow tube 10 extends vertically through the deck 3 so that the upper end is located above the draft 8a. That is, the height of the draft 8a from the deck is 200 to 300 mm.
In this case, when the hollow tube 10 is arranged vertically, the length is set to, for example, 400 mm or more. Alternatively, the hollow pipe 10 may be arranged inclined, and in this case, the upper end is set higher than the draft 8a. With this configuration, it is possible to access the lower side of the deck through the hollow tube 10 from the upper surface of the deck without the contents 8 flowing out through the hollow tube 10.
【0015】また、中空管10の上部には適当なシール
を有する蓋11を備え、不使用時に中空管10を通して
内部に汚水が侵入したり、揮発分が外部に流出しないよ
うにする。中空管10の内径は、後述する中空弾性袋を
通せる大きさにするのがよく、例えば約80mm以上に
するのがよい。なお、既設の浮屋根式貯蔵タンクでは、
タンク開放時のルーフサポートとして同様の中空管を備
えているものがあり、これをそのまま用いてもよく、ま
た別に備えてもよい。A cover 11 having an appropriate seal is provided on the upper portion of the hollow tube 10 so that sewage does not enter the inside through the hollow tube 10 and volatile components do not flow out to the outside when not in use. The inner diameter of the hollow tube 10 is preferably set to a size that allows a hollow elastic bag described later to pass through, for example, about 80 mm or more. In addition, in the existing floating roof type storage tank,
Some roof supports have the same hollow tube as the roof support when the tank is opened, and this may be used as it is or may be provided separately.
【0016】次に、デッキ3に貫通孔、亀裂、破損等の
貫通部9を発見した場合に、中空管10を通して中空弾
性袋12をデッキ下面に挿入し、次いで中空弾性袋12
内に圧縮ガスを供給して膨張させる。中空弾性袋12は
耐油性のゴム(例えばNBR)からなる袋であるのがよ
く、ガス供給チューブ12aを有しており、このチュー
ブ12aから窒素ガス等の圧縮ガスを内部に供給して膨
張させることができる。この中空弾性袋12は、収縮時
には、中空管10を通りやすいように棒状に縮まり、膨
張時にはデッキ下面に密着するように平面的に広がるよ
うになっているのがよい。Next, when a penetration hole 9 such as a through hole, a crack or breakage is found in the deck 3, the hollow elastic bag 12 is inserted into the lower surface of the deck through the hollow tube 10, and then the hollow elastic bag 12 is inserted.
A compressed gas is supplied to the inside to expand. The hollow elastic bag 12 is preferably a bag made of oil-resistant rubber (for example, NBR) and has a gas supply tube 12a, from which a compressed gas such as nitrogen gas is supplied to expand the inside. be able to. The hollow elastic bag 12 preferably shrinks in a rod shape so as to easily pass through the hollow tube 10 when contracted, and expands in a planar manner so as to be in close contact with the lower surface of the deck when inflated.
【0017】図1及び図2に示すように、本発明の第1
の方法によれば、複数の中空弾性袋12を複数の中空管
10からそれぞれデッキ下面に挿入し、次いで各中空弾
性袋12内にチューブ12aを介して圧縮ガスを供給し
て膨張させ、これにより浮屋根7の浮力を高めて吃水8
aをデッキ下面まで下げる。この方法によれば、既設の
ルーフサポート又は別に備えた中空管10を利用して、
複数の中空弾性袋12(風船)をデッキ下面に挿入し、
各中空弾性袋12内に圧縮ガスを供給して膨張させるこ
とにより、浮屋根下面側に浮力を増して吃水8aを下げ
ることができ、デッキ上への内容物の流出を完全に停止
した状態で補修することができる。As shown in FIGS. 1 and 2, the first embodiment of the present invention
According to the method, a plurality of hollow elastic bags 12 are inserted from a plurality of hollow tubes 10 into the lower surface of the deck, and then compressed gas is supplied into each hollow elastic bag 12 via a tube 12a to expand the hollow elastic bags 12. Draft 8 by increasing the buoyancy of the floating roof 7
a is lowered to the bottom of the deck. According to this method, the existing roof support or the hollow tube 10 provided separately is used,
A plurality of hollow elastic bags 12 (balloons) are inserted into the lower surface of the deck,
By supplying compressed gas into each hollow elastic bag 12 and expanding it, the buoyancy can be increased to the lower surface side of the floating roof and the draft 8a can be reduced, and the outflow of the contents onto the deck is completely stopped. Can be repaired.
【0018】図3は、本発明の第2の方法を模式的に示
す図である。この図に示すように、デッキ貫通部9に隣
接する中空管10を通して中空弾性袋12を貫通部9の
あるデッキ下面に挿入し、次いで中空弾性袋12内に圧
縮ガスを供給して膨張させて、貫通部9を囲むデッキ下
面に密着させ、これにより貫通部をデッキ下面からシー
ルする。FIG. 3 is a diagram schematically showing a second method of the present invention. As shown in this figure, the hollow elastic bag 12 is inserted into the lower surface of the deck having the through portion 9 through the hollow tube 10 adjacent to the deck through portion 9, and then the compressed gas is supplied into the hollow elastic bag 12 to expand the hollow elastic bag 12. Then, the through-hole 9 is brought into close contact with the lower surface of the deck, thereby sealing the through-hole from the lower surface of the deck.
【0019】この方法によれば、1つ或いは少数の中空
弾性袋12を貫通部9(破損部)近傍のルーフサポート
部よりデッキ下面に挿入し、これを膨張させて貫通部9
を囲むデッキ下面に密着させて貫通部9をデッキ下面か
らシールし、内容物の流出を防止した状態で補修するこ
とができる。第1の方法と第2の方法は、別々に行って
もよく、或いは両方を併用してもよい。また、デッキの
補修は、内容物の着火等のおそれのない方法、例えば、
セメント、接着剤、パテ等で行うのがよい。更に、以上
の説明は、主としてシングルデッキについて述べている
が、ダブルデッキ式の下部デッキについても同様に適用
することができる。According to this method, one or a small number of hollow elastic bags 12 are inserted into the lower surface of the deck from the roof support portion near the penetrating portion 9 (damaged portion), and are expanded to penetrate the penetrating portion 9.
The through-hole 9 is sealed from the lower surface of the deck by being in close contact with the lower surface of the surrounding deck, and can be repaired in a state where the outflow of the contents is prevented. The first method and the second method may be performed separately, or both may be used in combination. In addition, repair of the deck is a method without the risk of ignition of the contents, for example,
It is preferable to use cement, adhesive, putty, or the like. Further, the above description has been made mainly on a single deck, but the same can be applied to a lower deck of a double deck type.
【0020】なお、本発明は上述した実施形態に限定さ
れず、本発明の要旨を逸脱しない範囲で種々変更できる
ことは勿論である。It should be noted that the present invention is not limited to the above-described embodiment, and it goes without saying that various changes can be made without departing from the spirit of the present invention.
【0021】[0021]
【発明の効果】上述したように、本発明の浮屋根式貯蔵
タンクのデッキ補修方法は、パテ等では流出を止められ
ない大きさの貫通部が生じた場合でも、浮屋根式貯蔵タ
ンクの使用を停止することなく、その流出を防止しデッ
キの貫通部を安全に補修することができる等の優れた効
果を有する。As described above, the method for repairing a deck of a floating roof type storage tank according to the present invention uses the floating roof type storage tank even if a penetration part having a size that cannot be stopped by putty or the like is generated. Without stopping, it has an excellent effect that the outflow thereof can be prevented and the penetration part of the deck can be safely repaired.
【図1】本発明の方法を模式的に示す図である。FIG. 1 is a diagram schematically showing the method of the present invention.
【図2】図1の部分拡大図である。FIG. 2 is a partially enlarged view of FIG.
【図3】本発明の別の方法を模式的に示す図である。FIG. 3 is a diagram schematically showing another method of the present invention.
【図4】浮屋根式貯蔵タンクの模式図である。FIG. 4 is a schematic view of a floating roof type storage tank.
1 基礎 2 側板 3 デッキ 4 ポンツーン 5 シール装置 6 ウェザーシールド 7 浮屋根 8 内容物 8a 吃水 9 貫通部 10 中空管 11 蓋 12 中空弾性袋(風船) 12a ガス供給チューブ DESCRIPTION OF SYMBOLS 1 Foundation 2 Side plate 3 Deck 4 Pontoon 5 Sealing device 6 Weather shield 7 Floating roof 8 Contents 8a Draft 9 Penetration part 10 Hollow tube 11 Lid 12 Hollow elastic bag (balloon) 12a Gas supply tube
Claims (3)
が吃水より上方に位置する複数の中空管をデッキ面に分
散して予め水密に取り付けておき、 前記中空管を通して中空弾性袋をデッキ下面に挿入し、
次いで中空弾性袋内に圧縮ガスを供給して膨張させる、
ことを特徴とする浮屋根式貯蔵タンクのデッキ補修方
法。1. A plurality of hollow tubes extending vertically in a direction penetrating a deck and having an upper end located above a draft, are dispersed and attached to the deck surface in advance in a watertight manner, and a hollow elastic bag is inserted through the hollow tubes. Into the underside of the deck,
Next, a compressed gas is supplied into the hollow elastic bag and expanded.
A method for repairing a deck of a floating roof type storage tank.
れぞれデッキ下面に挿入し、次いで各中空弾性袋内に圧
縮ガスを供給して膨張させ、これにより浮屋根の浮力を
高めて吃水をデッキ下面まで下げる、ことを特徴とする
請求項1に記載の浮屋根式貯蔵タンクのデッキ補修方
法。2. A plurality of hollow elastic bags are inserted into the lower surface of the deck from a plurality of hollow tubes, respectively, and compressed gas is supplied into each hollow elastic bag to expand the hollow elastic bags, thereby increasing the buoyancy of the floating roof and drafting. 2. The deck repair method for a floating roof type storage tank according to claim 1, wherein the height of the storage tank is lowered to a lower surface of the deck.
中空弾性袋を貫通部のあるデッキ下面に挿入し、次いで
中空弾性袋内に圧縮ガスを供給して膨張させて、貫通部
を囲むデッキ下面に密着させ、これにより貫通部をデッ
キ下面からシールする、ことを特徴とする請求項1に記
載の浮屋根式貯蔵タンクのデッキ補修方法。3. Inserting a hollow elastic bag into a lower surface of a deck having a penetrating portion through a hollow tube adjacent to the deck penetrating portion, and then supplying compressed gas into the hollow elastic bag to inflate the deck to surround the penetrating portion. The deck repair method for a floating roof type storage tank according to claim 1, wherein the deck is adhered to the lower surface, whereby the penetration portion is sealed from the lower surface of the deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9125279A JPH10316193A (en) | 1997-05-15 | 1997-05-15 | Floating roof storage tank deck repair method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9125279A JPH10316193A (en) | 1997-05-15 | 1997-05-15 | Floating roof storage tank deck repair method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10316193A true JPH10316193A (en) | 1998-12-02 |
Family
ID=14906148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9125279A Pending JPH10316193A (en) | 1997-05-15 | 1997-05-15 | Floating roof storage tank deck repair method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10316193A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007176530A (en) * | 2005-12-27 | 2007-07-12 | Ishii Iron Works Co Ltd | Floating roof pontoon structure |
| JP2009078826A (en) * | 2007-09-26 | 2009-04-16 | Ishii Iron Works Co Ltd | Method for forming floating roof of storage tank and floating roof of storage tank |
| JP2009149353A (en) * | 2007-12-21 | 2009-07-09 | Central Res Inst Of Electric Power Ind | Sloshing suppression method |
| KR101350494B1 (en) * | 2011-12-27 | 2014-01-10 | 삼성중공업 주식회사 | Anti sloshing apparatus |
| CN110451104A (en) * | 2018-05-07 | 2019-11-15 | 中国石油化工股份有限公司 | Full connected flexible light weight rubber floating plate and its application |
| KR102368719B1 (en) * | 2021-08-27 | 2022-02-25 | 손용엽 | Polygon pontoon for floating cover on volatile oil in storage tank |
| CN117550249A (en) * | 2022-08-05 | 2024-02-13 | 中国石油化工股份有限公司 | Air bag used in liquid storage equipment and method of use |
-
1997
- 1997-05-15 JP JP9125279A patent/JPH10316193A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007176530A (en) * | 2005-12-27 | 2007-07-12 | Ishii Iron Works Co Ltd | Floating roof pontoon structure |
| JP2009078826A (en) * | 2007-09-26 | 2009-04-16 | Ishii Iron Works Co Ltd | Method for forming floating roof of storage tank and floating roof of storage tank |
| JP2009149353A (en) * | 2007-12-21 | 2009-07-09 | Central Res Inst Of Electric Power Ind | Sloshing suppression method |
| KR101350494B1 (en) * | 2011-12-27 | 2014-01-10 | 삼성중공업 주식회사 | Anti sloshing apparatus |
| CN110451104A (en) * | 2018-05-07 | 2019-11-15 | 中国石油化工股份有限公司 | Full connected flexible light weight rubber floating plate and its application |
| KR102368719B1 (en) * | 2021-08-27 | 2022-02-25 | 손용엽 | Polygon pontoon for floating cover on volatile oil in storage tank |
| CN117550249A (en) * | 2022-08-05 | 2024-02-13 | 中国石油化工股份有限公司 | Air bag used in liquid storage equipment and method of use |
| CN117550249B (en) * | 2022-08-05 | 2026-03-10 | 中国石油化工股份有限公司 | Air bag applied to liquid storage device and use method |
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