JPH11336364A - Work execution method of tank inside part - Google Patents

Work execution method of tank inside part

Info

Publication number
JPH11336364A
JPH11336364A JP10142783A JP14278398A JPH11336364A JP H11336364 A JPH11336364 A JP H11336364A JP 10142783 A JP10142783 A JP 10142783A JP 14278398 A JP14278398 A JP 14278398A JP H11336364 A JPH11336364 A JP H11336364A
Authority
JP
Japan
Prior art keywords
floating body
membrane
tank
water
internal space
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
Application number
JP10142783A
Other languages
Japanese (ja)
Inventor
Juichiro Yamada
寿一郎 山田
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.)
IHI Corp
Original Assignee
IHI Corp
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 IHI Corp filed Critical IHI Corp
Priority to JP10142783A priority Critical patent/JPH11336364A/en
Publication of JPH11336364A publication Critical patent/JPH11336364A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PROBLEM TO BE SOLVED: To shorten a construction period of fitting cold insulators and membranes to a tank inside part and reduce construction cost. SOLUTION: Water is led into internal space formed at a tank inside part, up to the upper part of the tank inside part, and a floating body 11 is made to float on the water surface 19 and positioned at the upper part of the internal space 10. A cold insulator 7 and a membrane 8 are fitted to the peripheral surface of the tank inside part from the floating body. Water in the internal space 10 is drained by a pump 12 to move the floating body 11 gradually downward. Other cold insulators 7 and membranes 8 are fitted so as to form no clearance below the previously fitted cold insulator 7 and membrane 8, and fitting of the cold insulators 7 and membranes 8 and the movement of the floating body 11 are continuously performed to fit the cold insulators 7 and membranes 8 to the whole surface of the tank inside part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、LPG、LNG等
を貯蔵する低温タンク内側部施工方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing an inner portion of a low-temperature tank for storing LPG, LNG and the like.

【0002】[0002]

【従来の技術】LPG、LNG等を貯蔵する低温タンク
の中には、地中に建設される地下式の低温タンクがあ
る。
2. Description of the Related Art Among low-temperature tanks for storing LPG, LNG, etc., there are underground low-temperature tanks constructed underground.

【0003】従来、低温タンクを地中に建設する方法
は、地面を鉛直方向に掘り下げ、深くて容積の大きい立
坑を掘削してから、その内面にコンクリート外層を形成
し、タンク屋根を取付けて内部空間を形成する。続い
て、コンクリート外層及びタンク屋根で形成する内部空
間の壁面に、保冷材及びメンブレンの順に内層を組合わ
せて貯槽を形成し、最終的に、液受入ノズル、液払出し
ノズル、液面計、温度計、ノズル等の附属品を取付け、
地中式の低温タンクの建設を行う。
Conventionally, a method for constructing a low-temperature tank in the ground is to dig down the ground vertically, excavate a deep and large shaft, form a concrete outer layer on the inner surface thereof, attach a tank roof, and mount the tank inside. Form a space. Subsequently, on the wall of the inner space formed by the outer layer of concrete and the tank roof, a storage tank is formed by combining the inner layer in the order of the cold insulator and the membrane, and finally, the liquid receiving nozzle, the liquid discharging nozzle, the liquid level gauge, and the temperature Attach accessories such as meter and nozzle,
Construction of an underground low temperature tank.

【0004】この中で、低温タンクの内側面となるコン
クリート外層内側面に保冷材及びメンブレン取り付ける
際には、図4に示すごとく、コンクリート外層内側面1
に、施工作業を行う高所作業用足場2を設けている。
[0004] Of these, as shown in FIG. 4, when attaching a cold insulator and a membrane to the inner surface of the concrete outer layer which is the inner surface of the low-temperature tank, as shown in FIG.
In addition, a scaffold 2 for working at heights for performing construction work is provided.

【0005】高所作業用足場2は、上下方向に設けられ
る格子棚3を組合わせたもので、格子棚3には人間が上
下左右方向に移動し且つ作業できる空間が形成されてお
り、高所作業用足場2の上端、下端には、車輪4,4’
が備えられ、上端に備えられる車輪4はコンクリート外
層内側面1の上端の周囲部に設けられた走行レール5に
対応し、また、下端に備えられる車輪4’はコンクリー
ト外層内側面1の底面近傍の周囲部に設けられたガイド
レール6に対応している。
The scaffold 2 for working at height is a combination of lattice shelves 3 provided in a vertical direction. The lattice shelves 3 are provided with spaces in which humans can move and work in the vertical and horizontal directions. At the upper and lower ends of the work scaffold 2, wheels 4, 4 '
The wheel 4 provided at the upper end corresponds to the running rail 5 provided around the upper end of the inner surface 1 of the concrete outer layer, and the wheel 4 'provided at the lower end is near the bottom surface of the inner surface 1 of the concrete outer layer. Corresponds to the guide rail 6 provided in the peripheral portion of.

【0006】コンクリート外層内側面1に保冷材7及び
メンブレン8を取り付ける際には、先ず高所作業用足場
2が面するコンクリート外層内側面1に保冷材7及びメ
ンブレン8を取り付け、次に高所作業用足場2をまだ保
冷材7及びメンブレン8を取り付けていないコンクリー
ト外層内側面1に移動させて、該コンクリート外層内側
面1に保冷材7及びメンブレン8を取り付け、順次、高
所作業用足場2の移動及び保冷材7及びメンブレン8の
取り付けを繰り返すことによって、コンクリート外層内
側面1の全面に保冷材7及びメンブレン8を取り付ける
ことができる。
When the cold insulator 7 and the membrane 8 are mounted on the inner surface 1 of the concrete outer layer, first, the cold insulator 7 and the membrane 8 are mounted on the inner surface 1 of the concrete outer layer facing the scaffold 2 for working at a high place. The work scaffold 2 is moved to the inner surface 1 of the concrete outer layer to which the cooling material 7 and the membrane 8 are not yet attached, and the cooling material 7 and the membrane 8 are attached to the inner surface 1 of the concrete outer layer. , And the attachment of the cold insulator 7 and the membrane 8 are repeated, so that the cold insulator 7 and the membrane 8 can be attached to the entire surface of the inner surface 1 of the concrete outer layer.

【0007】コンクリート外層内側面1の全面に保冷材
7及びメンブレン8を取り付けた後に、内部空間から高
所作業用足場2、走行レール5及びガイドレール6を撤
去し、タンク内側部の施工が完了する。
After attaching the cooling material 7 and the membrane 8 to the entire surface of the inner surface 1 of the concrete outer layer, the scaffold 2 for working at height, the running rail 5 and the guide rail 6 are removed from the internal space, and the construction of the tank inner portion is completed. I do.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、斯かる
タンク内側部施工方法では、高所作業用足場2、走行レ
ール5及びガイドレール6を設置すると共に施工後には
撤去することが必要であり、また、作業性の悪い高所で
の作業が長時間に亘って必要となり、工期が長くなると
共に工費も嵩むという問題があった。
However, in such a tank inner side construction method, it is necessary to install the scaffold 2 for working at height, the traveling rails 5 and the guide rails 6 and to remove them after construction. In addition, there is a problem that work in a high place where workability is poor is required for a long time, and the work period is prolonged and the work cost is increased.

【0009】本発明は上述の実情に鑑みてなしたもの
で、高所作業用足場、走行レール及びガイドレール並び
に長時間に亘る高所作業を不要として、工期の短縮と工
費の削減を図り得るタンク内側部施工方法を提供するこ
とを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and eliminates the need for scaffolds for working at heights, traveling rails and guide rails, and working at heights for a long time, thereby shortening the construction period and reducing construction costs. The purpose is to provide a method for constructing the tank inner part.

【0010】[0010]

【課題を解決するための手段】本発明は、タンク内側部
に形成される内部空間にタンク内側部の上部まで水を導
入し且つ水面に浮体を浮かべて内部空間の上部に位置さ
せ、浮体からタンク内側部の周面に保冷材及びメンブレ
ンを取り付けると共にポンプにより内部空間の水を排水
して浮体を下方に徐々に移動させ、先に取り付けた保冷
材及びメンブレンの下方に隙間を作らないよう他の保冷
材及びメンブレンを取り付け、保冷材及びメンブレンの
取り付けと浮体の移動とを連続して行い、タンク内側部
の全面に保冷材及びメンブレンを取り付けるものであ
る。
SUMMARY OF THE INVENTION According to the present invention, water is introduced into an internal space formed inside a tank up to the upper portion of the tank inner portion, and a floating body is floated on the water surface to be positioned above the internal space. Attach a cooling material and a membrane to the inner peripheral surface of the tank, drain the water in the internal space with a pump, and gradually move the floating body downward so that there is no gap below the cooling material and the membrane attached earlier. The cooling material and the membrane are attached, and the mounting of the cooling material and the membrane and the movement of the floating body are continuously performed, and the cooling material and the membrane are attached to the entire inner surface of the tank.

【0011】このようにすれば、高所作業用足場、走行
レール及びガイドレールを不要にして施工ができると共
に、長時間に亘る高所作業を不要として、工期の短縮と
工費の削減を図ることができる。
In this way, the work can be performed without the need for scaffolds for working at heights, traveling rails and guide rails, and the need for long-time working at heights can be eliminated, thereby shortening the construction period and reducing the construction cost. Can be.

【0012】又、本発明では、内部空間のタンク内側面
と水面に浮ぶ浮体との間を塞ぐよう浮体にシール部材を
取り付けてもよい。
In the present invention, a sealing member may be attached to the floating body so as to close the space between the inner surface of the tank in the internal space and the floating body floating on the water surface.

【0013】このようにすれば、内部空間のタンク内側
面と浮体の間から水の漏れを防止し、結果としてタンク
内側面の施工を確実に行うことができる。
According to this configuration, it is possible to prevent water from leaking from between the inner surface of the tank and the floating body in the inner space, and as a result, the inner surface of the tank can be reliably constructed.

【0014】[0014]

【発明の実施の形態】以下本発明の実施の形態を図面を
参照しつつ説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0015】図1〜図3は本発明を実施する形態の一例
を示すものである。本形態例では、高所作業用足場を用
いることなく地下式低温タンクのタンク内側面に保冷材
7及びメンブレン8を取り付けるタンク内側部施工方法
の例を示している。
FIGS. 1 to 3 show an embodiment of the present invention. In the present embodiment, an example of a tank inner part mounting method in which the cooling material 7 and the membrane 8 are attached to the inner surface of the tank of the underground low-temperature tank without using a scaffold for working at height is shown.

【0016】地下式低温タンクの内側面であるコンクリ
ート外層内側面1に保冷材7及びメンブレン8を取り付
ける際には、先ず、図1に示す如く、コンクリート外層
内側面1及びタンク屋根9で形成される内部空間10に
は浮体11を、また、外部には内部空間10に外部から
水を導入し若しくは内部空間10から水を排出するポン
プ12を夫々備え、ポンプ12にはタンク屋根9及び浮
体11を貫通してコンクリート外層内側面1の底面近傍
まで延在する配管13を接続する。
When attaching the cooling material 7 and the membrane 8 to the inner surface 1 of the concrete outer layer, which is the inner surface of the underground type low-temperature tank, first, as shown in FIG. The interior space 10 is provided with a floating body 11, and the outside is provided with a pump 12 for introducing water from the outside to the interior space 10 or discharging water from the interior space 10, and the pump 12 has a tank roof 9 and a floating body 11. And a pipe 13 extending to the vicinity of the bottom of the inner surface 1 of the concrete outer layer.

【0017】ここで、浮体11は、内部空間10の水平
断面の形状よりも若干小さい形状の足場14と、足場1
4の下面に等間隔に備えられる複数のロール状の浮き部
15とから構成されており、浮体11の足場14には、
図2に示す如く周囲部にコンクリート外層内側面1と足
場14との間を塞ぐようコンクリート外層内側面1に接
触するゴム性のシール部材16がボルト17を介して取
り付けられ、配管13が貫通する部分には図3に示す如
く配管13と足場14との間を塞ぐよう配管13に接触
するゴム性のシール部材18がボルト17を介して取り
付けられる。
Here, the floating body 11 includes a scaffold 14 having a shape slightly smaller than the horizontal cross section of the internal space 10 and a scaffold 1.
4 and a plurality of roll-shaped floating portions 15 provided at equal intervals on the lower surface of the floating body 11.
As shown in FIG. 2, a rubber sealing member 16 which is in contact with the inner surface 1 of the concrete outer layer is attached via a bolt 17 so as to close the space between the inner surface 1 of the outer concrete layer and the scaffold 14, and the pipe 13 penetrates. As shown in FIG. 3, a rubber seal member 18 that contacts the pipe 13 is attached via a bolt 17 so as to close the space between the pipe 13 and the scaffold 14 as shown in FIG. 3.

【0018】保冷材7及びメンブレン8の取り付け作業
は次の如く行う。
The work of attaching the cold insulator 7 and the membrane 8 is performed as follows.

【0019】コンクリート外層内側面1で形成される内
部空間10にポンプ12により外部から水をタンク内側
部の上部まで導入し且つ水面19に浮体11を浮べてコ
ンクリート外層内側面1の上端に届く高さにし、浮体1
1の足場14に、外部からクレーン等の運搬機器20を
用いタンク屋根9の搬入口21を通して保冷材7及びメ
ンブレン8の資材等を搬入する。
A pump 12 introduces water from the outside to the upper part of the inside of the tank into the inner space 10 formed by the inner surface 1 of the concrete outer layer, and floats on the water surface 19 to reach the upper end of the inner surface 1 of the concrete outer layer. Sacrifice, floating body 1
The materials and the like of the cold insulator 7 and the membrane 8 are carried into the first scaffold 14 from outside through the carrying-in port 21 of the tank roof 9 using a transporting device 20 such as a crane.

【0020】次に、足場14から届く範囲でコンクリー
ト外層内側面1の内周面に保冷材7及びメンブレン8を
取り付ける作業を行い、続いて、ポンプ12により内部
空間10の水を徐々に外部へ排水して水面19を下げ、
浮体11を下方に移動させる。
Next, the operation of attaching the cooling material 7 and the membrane 8 to the inner peripheral surface of the inner surface 1 of the concrete outer layer is performed within a range that can be reached from the scaffold 14, and then the water in the internal space 10 is gradually discharged to the outside by the pump 12. Drain and lower the water surface 19,
The floating body 11 is moved downward.

【0021】ここで、浮体11が下方に移動する際に
は、足場14に取り付けられたシール部材16はコンク
リート外層内側面1を摺動し、また、配管13が貫通す
る浮体11の足場14部分に取り付けられたシール部材
18も同様に配管13を摺動し、水が足場14に溢れ出
ることを防止する。
Here, when the floating body 11 moves downward, the sealing member 16 attached to the scaffold 14 slides on the inner side surface 1 of the concrete outer layer, and the portion of the floating body 11 where the pipe 13 penetrates. Similarly, the seal member 18 attached to the slidably slides the pipe 13 to prevent water from overflowing to the scaffold 14.

【0022】コンクリート外層内側面1の内周面に保冷
材7及びメンブレン8を取り付けた後、浮体11を下方
に移動させ、先に取り付けた保冷材7及びメンブレン8
と隙間を作ることがないよう他の保冷材7及びメンブレ
ン8を取り付ける。
After attaching the cold insulator 7 and the membrane 8 to the inner peripheral surface of the inner surface 1 of the concrete outer layer, the floating body 11 is moved downward, and the cold insulator 7 and the membrane 8 previously attached are moved.
The other cold insulator 7 and the membrane 8 are attached so as not to form a gap.

【0023】更に、水面19に浮ぶ浮体11の下方への
移動及びコンクリート外層内側面1の内周面に保冷材7
及びメンブレン8を取り付けることを連続して行い、且
つ内部空間10の水を全て排水し浮体11を底面まで到
達させる。
Further, the floating body 11 floating on the water surface 19 is moved downward, and the cold insulator 7 is placed on the inner peripheral surface of the inner surface 1 of the concrete outer layer.
And attaching the membrane 8 continuously, and draining all the water in the internal space 10 so that the floating body 11 reaches the bottom surface.

【0024】浮体11を底面まで到達した後には、内部
空間10から浮体11及び配管13を撤去し、浮体11
が邪魔になって取り付けることができないコンクリート
外層内側面1の最下部に保冷材7及びメンブレン8を取
り付け、コンクリート外層内側面1の周囲の上端から下
端すなわちタンク内側部の全面に保冷材7及びメンブレ
ン8を取り付けることができる。
After the floating body 11 reaches the bottom surface, the floating body 11 and the pipe 13 are removed from the internal space 10 and the floating body 11 is removed.
The cold insulator 7 and the membrane 8 are attached to the lowermost portion of the concrete outer layer inner side surface 1 which cannot be attached because they are in the way. 8 can be attached.

【0025】このため、従来必要であった高所作業用足
場、走行レール及びガイドレールを不要にして施工がで
きると共に、長時間に亘る高所作業を不要として、工期
の短縮と工費の削減を図ることができる。
For this reason, the work can be performed without the need for the scaffolds, traveling rails, and guide rails for working at heights, which have been required in the related art. Can be planned.

【0026】又、内部空間10のコンクリート外層内側
面1と浮体11との間を塞ぐシール部材16、及び、配
管13と浮体11との間を塞ぐシール部材18が足場1
4に取り付けられるため、コンクリート外層内側面1と
浮体11との間及び配管13と足場14との間から足場
の表面に水が漏れることを防止し、結果としてタンク内
側部の保冷材7及びメンブレン8の取り付けを確実に行
うことができる。
A sealing member 16 for closing the space between the inner surface 1 of the concrete outer layer of the internal space 10 and the floating body 11 and a sealing member 18 for closing the space between the pipe 13 and the floating body 11 are provided on the scaffold 1.
4 prevents water from leaking to the surface of the scaffold from between the concrete outer layer inner side surface 1 and the floating body 11 and between the pipe 13 and the scaffold 14, and as a result, the cold insulator 7 and the membrane on the tank inner part. 8 can be securely mounted.

【0027】尚、本発明のタンク内側部施工方法は、上
述の形態例にのみ限定されるものではなく、内部空間1
0に導入された水の排水により浮体11が移動する速度
とタンク内側部に保冷材7及びメンブレン8を取り付け
る速度とを連動させて作業を効率化すること、内部空間
10に導入される水は海水を導入してもよいこと、浮体
11は浮力を有するものならばどの様な材質、形状でも
よいこと、その他、本発明の要旨を逸脱しない範囲内に
おいて種々変更を加え得ることは勿論である。
Incidentally, the method for constructing the tank inner part according to the present invention is not limited to the above embodiment, and the inner space 1
The speed at which the floating body 11 moves due to the drainage of the water introduced into the tank 0 and the speed at which the cooling material 7 and the membrane 8 are attached to the inside of the tank are linked to increase the efficiency of the work. Seawater may be introduced, the floating body 11 may be of any material and shape as long as it has buoyancy, and it is needless to say that various changes can be made without departing from the gist of the present invention. .

【0028】[0028]

【発明の効果】上記した本発明のタンク内側部施工方法
によれば、下記の如き種々の優れた効果を奏し得る。
According to the above-described method for constructing a tank inner portion according to the present invention, the following various excellent effects can be obtained.

【0029】(I)従来必要であった高所作業用足場、
走行レール及びガイドレールを不要して施工ができると
共に、長時間に亘る高所作業を不要として、工期の短縮
と工費の削減を図ることができる。
(I) A scaffold for working at heights which was conventionally required,
The construction can be performed without the need for the traveling rail and the guide rail, and the work for a long time at a high place is not required, so that the construction period can be shortened and the construction cost can be reduced.

【0030】(II)内部空間のタンク内側面と水面に
浮ぶ浮体との間を塞ぐよう浮体にシール部材を取り付け
るため、内部空間のタンク内側面と浮体の間から水の漏
れを防止し、結果としてタンク内側面の施工を確実に行
うことができる。
(II) Since a seal member is attached to the floating body so as to close the space between the inner surface of the tank in the internal space and the floating body floating on the water surface, leakage of water from between the inner surface of the tank in the internal space and the floating body is prevented. As a result, the construction on the inner surface of the tank can be reliably performed.

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

【図1】本発明のタンク内側部施工方法の実施の形態の
一例を示す縦断側面の概略図である。
FIG. 1 is a schematic view of a longitudinal side surface showing an example of an embodiment of a tank inner part construction method of the present invention.

【図2】本発明のタンク内側部施工方法において足場の
周囲に取り付けるシール部材の詳細図である。
FIG. 2 is a detailed view of a seal member attached around a scaffold in the tank inner part construction method of the present invention.

【図3】本発明のタンク内側部施工方法において配管が
貫通する足場部分に取り付けるシール部材の詳細図であ
る。
FIG. 3 is a detailed view of a seal member attached to a scaffold portion through which a pipe penetrates in the tank inner part construction method of the present invention.

【図4】従来の地下式の低温タンクに保冷材及びメンブ
レンを取り付ける状態図である。
FIG. 4 is a diagram showing a state where a cold insulator and a membrane are attached to a conventional underground low-temperature tank.

【符号の説明】[Explanation of symbols]

7 保冷材 8 メンブレン 9 タンク屋根 10 内部空間 11 浮体 15 シール部材 19 水面 7 Cooling material 8 Membrane 9 Tank roof 10 Internal space 11 Floating body 15 Seal member 19 Water surface

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 タンク内側部に形成される内部空間にタ
ンク内側部の上部まで水を導入し且つ水面に浮体を浮か
べて内部空間の上部に位置させ、浮体からタンク内側部
の周面に保冷材及びメンブレンを取り付けると共にポン
プにより内部空間の水を排水して浮体を下方に徐々に移
動させ、先に取り付けた保冷材及びメンブレンの下方に
隙間を作らないよう他の保冷材及びメンブレンを取り付
け、保冷材及びメンブレンの取り付けと浮体の移動とを
連続して行い、タンク内側部の全面に保冷材及びメンブ
レンを取り付けることを特徴とするタンク内側部施工方
法。
1. Water is introduced into an internal space formed inside a tank to the upper part of the tank inner part, and a floating body is floated on the water surface to be positioned above the inner space, and cool is kept on the peripheral surface of the tank inner part from the floating body. Attach the material and the membrane, drain the water in the internal space with the pump and gradually move the floating body downward, attach the other cold insulator and the membrane so as not to make a gap below the previously attached cold insulator and membrane, A method for constructing a tank inner portion, comprising: mounting a cold insulator and a membrane and moving a floating body continuously, and attaching a cold insulator and a membrane to the entire surface of the tank inner portion.
【請求項2】 内部空間のタンク内側面と水面に浮ぶ浮
体との間を塞ぐよう浮体にシール部材を取り付けた請求
項1に記載のタンク内側部施工方法。
2. The tank inner part construction method according to claim 1, wherein a seal member is attached to the floating body so as to close a space between the inner surface of the tank in the internal space and the floating body floating on the water surface.
JP10142783A 1998-05-25 1998-05-25 Work execution method of tank inside part Pending JPH11336364A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10142783A JPH11336364A (en) 1998-05-25 1998-05-25 Work execution method of tank inside part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10142783A JPH11336364A (en) 1998-05-25 1998-05-25 Work execution method of tank inside part

Publications (1)

Publication Number Publication Date
JPH11336364A true JPH11336364A (en) 1999-12-07

Family

ID=15323505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10142783A Pending JPH11336364A (en) 1998-05-25 1998-05-25 Work execution method of tank inside part

Country Status (1)

Country Link
JP (1) JPH11336364A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180057927A (en) * 2016-11-23 2018-05-31 삼성중공업 주식회사 System for installing a membrane and method for installing the membrane

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180057927A (en) * 2016-11-23 2018-05-31 삼성중공업 주식회사 System for installing a membrane and method for installing the membrane

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