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JPS6356385B2 - - Google Patents
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JPS6356385B2 - - Google Patents

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Publication number
JPS6356385B2
JPS6356385B2 JP8805883A JP8805883A JPS6356385B2 JP S6356385 B2 JPS6356385 B2 JP S6356385B2 JP 8805883 A JP8805883 A JP 8805883A JP 8805883 A JP8805883 A JP 8805883A JP S6356385 B2 JPS6356385 B2 JP S6356385B2
Authority
JP
Japan
Prior art keywords
insulation
hanging frame
frame jig
outer tank
gauge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP8805883A
Other languages
Japanese (ja)
Other versions
JPS59213870A (en
Inventor
Taizo Shimomura
Takeshi Endo
Tadataka Nakachi
Noboru Sumida
Hisaaki Hayashi
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
Nichias Corp
Original Assignee
Nichias Corp
Ishikawajima Harima Heavy Industries Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nichias Corp, Ishikawajima Harima Heavy Industries Co Ltd filed Critical Nichias Corp
Priority to JP8805883A priority Critical patent/JPS59213870A/en
Publication of JPS59213870A publication Critical patent/JPS59213870A/en
Publication of JPS6356385B2 publication Critical patent/JPS6356385B2/ja
Granted legal-status Critical Current

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 この発明は、LPG、LNG等の低温液化ガスを
貯蔵するタンクの断熱施工法の改良に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improved insulation construction method for a tank that stores low-temperature liquefied gas such as LPG and LNG.

従来、前記のような低温液体を貯蔵するタンク
の断熱施工として、第1図ないし第5図に示す施
工法が適用されている。
Conventionally, construction methods shown in FIGS. 1 to 5 have been applied to insulate tanks for storing low-temperature liquids as described above.

すなわち、1はタンクを構成している多角形の
コンクリート外槽、2,3は四辺を合じやくりと
した長方形の発泡合成樹脂断熱パネル、4はその
表面に接着された耐火シート、5はステンレス鋼
板のような低温用金属薄板の内槽、6はコンクリ
ート外槽に設けられたアンカーボルト、7は前記
内槽を形成する金属薄板をコンクリート側に支持
するための溶接用スタツド金具であつて、前記断
熱パネル2,3は、第5図に示すように、3個を
一組とし、コンクリート外槽における多角形の一
つの面に張りつけるもので、まず、断熱パネル
2,2を左右に離して位置づけし、第2図に示す
ように、断熱パネル2の段付きボルト孔2aにア
ンカーボルト6を通してナツト8で締付け、中央
にある孔2bには前記溶接用スタツド金具7を通
し、次で前記断熱パネル2,2のあいだに他の断
熱パネル3を位置づけし、そのボルト孔3aにア
ンカーボルト6を通してナツト9で締付け、断熱
パネル2,3の合じやくりの低温側隙間にグラス
ウール、岩綿などの繊維シートや軟質合成樹脂シ
ートなどの弾性シール材(図示してない)を充填
し、また断熱パネル2,3のボルト孔2a,3
a、スタツド金具挿通孔2bには合成樹脂充填材
10a,10bをそれぞれ充填し、一組の断熱パ
ネル2,2,3の張り付け作業が終了する。
In other words, 1 is a polygonal concrete outer tank that constitutes the tank, 2 and 3 are rectangular foamed synthetic resin insulation panels whose four sides are joined together, 4 is a fireproof sheet glued to the surface, and 5 is a polygonal concrete outer tank. An inner tank made of a thin metal plate for low temperature use such as a stainless steel plate, 6 an anchor bolt provided on the concrete outer tank, and 7 a welding stud fitting for supporting the metal thin plate forming the inner tank on the concrete side. As shown in Fig. 5, the heat insulating panels 2 and 3 are made into a set of three and pasted on one face of a polygon in the concrete outer tank. As shown in FIG. 2, insert the anchor bolt 6 into the stepped bolt hole 2a of the heat insulating panel 2 and tighten it with the nut 8. Pass the welding stud fitting 7 through the hole 2b in the center, and then Position another insulation panel 3 between the insulation panels 2, 2, insert the anchor bolt 6 into the bolt hole 3a, tighten it with the nut 9, and insert glass wool or rock wool into the gap on the low temperature side where the insulation panels 2, 3 are joined. The bolt holes 2a and 3 of the insulation panels 2 and 3 are filled with an elastic sealing material (not shown) such as a fiber sheet or a soft synthetic resin sheet.
a. The stud fitting insertion holes 2b are filled with synthetic resin fillers 10a and 10b, respectively, and the work of attaching a set of heat insulating panels 2, 2, and 3 is completed.

第6図ないし第8図は、2つの多角面に前記断
熱パネルを順次に張り付けた状態を示したもの
で、左右および上下に配列された断熱パネルの合
じやくり部分に残された凹形部分に、発泡合成樹
脂断熱ブロツク11を並べて充填して平坦面にし
たあと、第2図に示すように、内槽5を形成する
金属薄板を重ね合わせ、スタツド金具7に溶接固
定してタンク主要部を完成する。
Figures 6 to 8 show the state in which the heat insulating panels are successively attached to two polygonal surfaces, and the concave shapes left at the joining joints of the heat insulating panels arranged horizontally and vertically. After filling the foamed synthetic resin insulation blocks 11 side by side to make a flat surface, as shown in FIG. complete the section.

しかして、上述した一組の断熱パネル2,2,
3の張り付け施工においては、その合じやくりの
突き合わせ上、まず、同じ形状の断熱パネル2,
2を所要の間隔をとつて離して位置づけ固定し、
そのあとでその断熱パネル2,2のあいだに他の
断熱パネル3を嵌め込ませなければならないの
で、手数がかゝるばかりでなく、断熱パネル2,
2の上下における間隔寸法l1,l2を調整すること
が難かしく、全体として作業性が極めて悪い。
Therefore, the above-mentioned set of heat insulation panels 2, 2,
In the pasting construction of 3, firstly, the insulation panels 2 and 2 of the same shape are
Position and fix 2 at the required distance,
After that, it is necessary to fit another heat insulating panel 3 between the heat insulating panels 2 and 2, which not only takes time but also
It is difficult to adjust the spacing dimensions l 1 and l 2 above and below 2, and overall workability is extremely poor.

この発明は、上記の問題を解消するためになさ
れたものであつて、前記低温液体貯蔵タンクにお
ける断熱パネルの張り付け作業の効率がよく、ま
た精度のよい施工を容易に行うことのできる断熱
施工法を提供することを主たる目的としているも
のである。
The present invention has been made to solve the above-mentioned problems, and is an insulation construction method that enables efficient and accurate installation of insulation panels in the cryogenic liquid storage tank. The main purpose is to provide.

この発明による低温液体貯蔵タンクの断熱施工
法は、複数個を1セグメントとする合じやくり形
断熱パネルを、アンカーボルトをそなえたコンク
リート外槽に張り付ける断熱施工において、前記
1セグメント分の断熱パネルを吊り枠治具に仮設
し、断熱パネルの合じやくり目地部にシール材を
充填すると共に断熱パネル相互のボルト孔ピチを
メス型ゲージ型枠によつて確認調整したあと、1
セグメント分の断熱パネルを吊り枠治具に固定
し、一方、コンクリート外槽のアンカーボルトの
ピツチはメス型ゲージ型枠をもつて確認調整し、
前記吊り枠治具を吊り上げてコンクリート外槽面
に対向させると共に外槽側のアンカーボルトを断
熱パネルのボルト孔に挿入させ、ナツトを螺着し
てから前記吊り枠治具を断熱パネルから取外す作
業を繰返して断熱パネルを張り付けることを特徴
としているものである。
The insulation construction method for a cryogenic liquid storage tank according to the present invention is such that in insulation construction in which a plurality of dowel-shaped insulation panels are attached to a concrete outer tank equipped with anchor bolts, the insulation for one segment is After temporarily installing the panels on the hanging frame jig, filling the joints and joints of the insulation panels with sealant, and checking and adjusting the pitch of the bolt holes between the insulation panels using a female gauge formwork, 1.
The insulation panels for each segment were fixed to the hanging frame jig, while the pitch of the anchor bolts of the concrete outer tank was checked and adjusted using a female gauge formwork.
Lifting the hanging frame jig to face the surface of the concrete outer tank, inserting the anchor bolt on the outer tank side into the bolt hole of the insulation panel, screwing the nut, and then removing the hanging frame jig from the insulation panel. This method is characterized by repeatedly attaching insulation panels.

以下、この発明を、その実施の一例を示した図
面に基づいて詳細に説明する。
Hereinafter, the present invention will be explained in detail based on the drawings showing an example of its implementation.

第9図に、この発明の実施に用いるメス型ゲー
ジ型枠Aを、第10図および第11図にオス型ゲ
ージ型枠Bを、第12図に吊り枠治具Cをそれぞ
れ示してある。
FIG. 9 shows a female gauge form A used in carrying out the present invention, FIGS. 10 and 11 show a male gauge form B, and FIG. 12 shows a hanging frame jig C.

前記メス型ゲージ型枠Aは、桁材をもつて長方
形に組立てられ、その所要部位にゲージ板12が
設けられ、それに、コンクリート外槽1のアンカ
ーボルト6を受入れてボルト相互の位置を確認す
るためのゲージ孔13があけられている。
The female gauge formwork A is assembled into a rectangular shape with girder materials, and gauge plates 12 are provided at required locations, and the anchor bolts 6 of the concrete outer tank 1 are received thereto to confirm the mutual positions of the bolts. A gauge hole 13 is drilled for this purpose.

前記オス型ゲージ型枠Bは、桁材をもつて長方
形に組立てられ、その所要部位にゲージ板14が
設けられ、それに、前記断熱パネル2,2,3の
ボルト孔2a,3aに挿入して、ボルト孔相互の
位置を確認するためのゲージ軸15が突設されて
いる。
The male gauge formwork B is assembled into a rectangular shape with girders, and gauge plates 14 are provided at required locations, and the gauge plates 14 are inserted into the bolt holes 2a, 3a of the heat insulating panels 2, 2, 3. , a gauge shaft 15 is provided protrudingly for checking the mutual positions of the bolt holes.

前記吊り枠治具Cは、桁材をもつて長方形に組
立てられ、その左右の桁材に、前述した1セグメ
ント分の断熱パネル2,2,3を一体に挾持する
ためのハンドル操作抑え部材16が設けられてい
る。
The hanging frame jig C is assembled into a rectangular shape with girders, and the left and right girders are provided with handle operation suppressing members 16 for integrally holding the heat insulating panels 2, 2, and 3 for one segment as described above. is provided.

次に、前記メス型ゲージ型枠A、オス型ゲージ
型枠Bおよび吊り枠治具Cを使用してコンクリー
ト外槽に前記断熱パネル2,2,3を張り付ける
場合の施工法を、第13図ないし第20図につい
て説明する。
Next, the construction method for attaching the insulation panels 2, 2, and 3 to the concrete outer tank using the female gauge formwork A, the male gauge formwork B, and the hanging frame jig C is described in the 13th construction method. 20 will be explained.

(1) コンクリート外槽面に前記メス型ゲージ型枠
Aを当て付け、そのゲージ孔13にアンカーボ
ルト6が挿入されるように、位置づれしている
ボルトは矯正し、ボルトピツチを確認する。
(1) Place the female gauge formwork A against the surface of the concrete outer tank, correct any misaligned bolts, and check the bolt pitch so that the anchor bolts 6 are inserted into the gauge holes 13.

(2) 前記1セグメント分の断熱パネル2,2,3
を第13図に示すように、適当な運搬台車17
のうえに据付けてある吊り枠治具Cに置き、断
熱パネルの合じやくり目地部にシール材を充填
する。
(2) Insulating panels 2, 2, 3 for the above 1 segment
As shown in FIG.
Place it on the hanging frame jig C installed on top of the panel, and fill the joints and joints of the insulation panel with sealant.

(3) それと共に、第14図に示すように、オス型
ゲージ型枠Bを前記1セグメント分の断熱パネ
ル2,2,3のうえに当て付け、ゲージ軸15
が1セグメント分の断熱パネル2,2,3のす
べてのボルト孔2a,3aに挿入されるよう
に、パネル相互間を調整し、ボルト孔ピツチを
確認する。
(3) At the same time, as shown in FIG.
Adjust the panels so that they are inserted into all the bolt holes 2a, 3a of the insulation panels 2, 2, 3 for one segment, and check the bolt hole pitch.

(4) そのあと、第15図に示すように、断熱パネ
ル2,2,3をハンドル操作抑え部材16によ
つて挾持すると共に落下防止バンド18で縛つ
て固定する。
(4) Thereafter, as shown in FIG. 15, the heat insulating panels 2, 2, and 3 are clamped by the handle operation suppressing member 16 and tied and fixed with the fall prevention band 18.

(5) 次に、前記断熱パネル2,2,3を保持して
いる吊り枠治具Cを運搬台車17によつて張り
付けしようとする位置に移動する(第16図参
照)。
(5) Next, the hanging frame jig C holding the heat insulating panels 2, 2, 3 is moved to the position where it is to be pasted by means of the transport cart 17 (see FIG. 16).

(6) そこで、前記吊り枠治具Cを、第17図に示
すように、クレーン等で吊り上げてコンクリー
ト外槽面に対向させ、さらに第18図に示すよ
うに、移動足場19を使い、アンカーボルトを
断熱パネル2,2,3のボルト孔2a,3aに
挿入させると共にスタツド金具7を断熱パネル
2の孔2bに挿入させる。
(6) Therefore, as shown in FIG. 17, the hanging frame jig C is lifted up with a crane or the like and placed facing the surface of the concrete outer tank, and as shown in FIG. The bolts are inserted into the bolt holes 2a, 3a of the heat insulating panels 2, 2, 3, and the stud fittings 7 are inserted into the holes 2b of the heat insulating panel 2.

(7) 次に、落下防止バンド18を取外し、断熱パ
ネルに挿入させてあるアンカーボルトにナツト
を螺着して締付ける。
(7) Next, remove the fall prevention band 18, and tighten the nut by screwing it onto the anchor bolt inserted into the heat insulation panel.

(8) そのあと、ハンドル操作抑え部材16を緩
め、第19図に示すように、コンクリート外槽
側に固定された断熱パネル2,3,3から吊り
枠治具Cを取外し、第20図に示すように、後
退させてから下に降ろす。
(8) After that, loosen the handle operation restraining member 16, remove the hanging frame jig C from the heat insulating panels 2, 3, and 3 fixed to the concrete outer tank side as shown in Fig. 19, and as shown in Fig. 20. Retract and then lower as shown.

(9) 上記した(1)〜(8)を繰り返して行う。(9) Repeat steps (1) to (8) above.

(10) 断熱パネルの張り付け後を追つて、目地部に
断熱ブロツク11を入れて並べ、シール材を充
填し、ボルト孔には充填材10a,10bを詰
める。
(10) After pasting the insulation panels, insert insulation blocks 11 into the joints and line them up, fill them with sealant, and fill the bolt holes with fillers 10a and 10b.

上記の施工法によれば、あらかじめ1セグメン
ト分の断熱パネルを吊り枠治具でセツトするの
で、合じやくりの目地へのシール材の充填作業性
が極めて良く、また確実に行うことができる。ま
た、1個の断熱パネルずつ張り付ける施工に比
べ、施工精度および施工効率を高めることができ
る。
According to the above construction method, one segment of insulation panels is set in advance using a hanging frame jig, so filling the sealant into the joints of the joints is extremely easy and can be done reliably. . Moreover, construction accuracy and construction efficiency can be improved compared to construction in which each heat insulation panel is pasted one by one.

加えて、ゲージ型枠を用いてコンクリート外槽
におけるアンカーボルトのピツチを確認し、また
吊り枠治具にセツトした1セグメント分の断熱パ
ネルにおけるボルト孔のピツチを確認しておけ
ば、断熱パネルの張り付け作業中の手直しは無く
なり、作業の円滑化が図れる。
In addition, if you check the pitch of the anchor bolts in the concrete outer tank using a gauge formwork, and the pitch of the bolt holes in the insulation panel for one segment set on the hanging frame jig, you can easily check the pitch of the bolt holes in the insulation panel. This eliminates the need for rework during pasting work, making the work smoother.

以上に述べたように、この発明によれば、低温
液体貯蔵タンクにおける断熱パネルの張り付け作
業の効率ならびにその施工精度の大巾な改善がで
きるから、施工期間の短縮、ならびに施工費の低
減が図れる。
As described above, according to the present invention, it is possible to greatly improve the efficiency and accuracy of attaching heat insulating panels to cryogenic liquid storage tanks, thereby shortening the construction period and reducing construction costs. .

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

第1図は断熱パネルの施工部分の平面図、第2
図はその拡大横断面図、第3図および第4図は断
熱パネルの斜視図、第5図は従来の施工法による
断熱パネルの張り付け順序の説明図、第6図はタ
ンクの多角面に張り付けた断熱パネル群の正面
図、第7図は平面図、第8図は側面図、第9図は
メス型ゲージ型枠の正面図、第10図はオス型ゲ
ージ型枠の正面図、第11図は側面図、第12図
は吊り枠治具の正面図、第13図ないし第20図
は断熱パネルの張り付け施工順序を示す説明図で
ある。 1……コンクリート外槽、2,3……断熱パネ
ル、4……耐火シート、5……金属薄板の内槽、
6……アンカーボルト、7……スタツド金具、8
……ナツト、9……ナツト、10a,10b……
充填材、11……断熱ブロツク、A……メス型ゲ
ージ型枠、B……オス型ゲージ型枠、C……吊り
枠治具、12……ゲージ板、13……ゲージ孔、
14……ゲージ板、15……ゲージ軸、16……
ハンドル操作抑え部材、17……運搬台車、18
……落下防止バンド、19……移動足場。
Figure 1 is a plan view of the construction part of the insulation panel, Figure 2
The figure is an enlarged cross-sectional view, Figures 3 and 4 are perspective views of the insulation panels, Figure 5 is an explanatory diagram of the order of pasting the insulation panels using the conventional construction method, and Figure 6 is the pasting on the polygonal surface of the tank. Figure 7 is a plan view, Figure 8 is a side view, Figure 9 is a front view of the female gauge formwork, Figure 10 is a front view of the male gauge formwork, Figure 11 is a front view of the insulation panel group. The figure is a side view, FIG. 12 is a front view of the hanging frame jig, and FIGS. 13 to 20 are explanatory diagrams showing the order of attaching heat insulation panels. 1...Concrete outer tank, 2, 3...Insulation panel, 4...Fireproof sheet, 5...Inner tank made of thin metal plate,
6... Anchor bolt, 7... Stud fitting, 8
...Natsuto, 9...Natsuto, 10a, 10b...
Filling material, 11... Insulation block, A... Female gauge formwork, B... Male gauge formwork, C... Hanging frame jig, 12... Gauge plate, 13... Gauge hole,
14... Gauge plate, 15... Gauge shaft, 16...
Handle operation suppressing member, 17...Transportation trolley, 18
...Fall prevention band, 19...Moving scaffolding.

Claims (1)

【特許請求の範囲】[Claims] 1 複数個を1セグメントとする合じやくり形断
熱パネルを、アンカーボルトを備えたコンクリー
ト外槽に張り付ける断熱施工において、前記1セ
グメント分の断熱パネルを吊り枠治具に架設し、
断熱パネルの合じやくり目地部にシール材を充填
すると共に断熱パネル相互のボルト孔ピツチをオ
ス型ゲージ型枠によつて確認調整した後、1セグ
メント分の断熱パネルを吊り枠治具に固定し、一
方、コンクリート外槽のアンカーボルトのピツチ
はメス型ゲージ型枠をもつて確認調整し、前記吊
り枠治具を吊上げてコンクリート外槽面に対抗さ
せると共に外槽側のアンカーボルトを断熱パネル
のボルト孔に挿入させ、ナツトを螺着してから前
記吊り枠治具を断熱パネルから取り外す作業を繰
り返して断熱パネルを張り付けることを特徴とす
る低温液体貯蔵タンクの断熱施工法。
1. In insulation construction in which a plurality of dowel-shaped insulation panels are attached to a concrete outer tank equipped with anchor bolts, the insulation panels for one segment are erected on a hanging frame jig,
After filling the joints and joints of the insulation panels with sealant and checking and adjusting the bolt hole pitch between the insulation panels using a male gauge formwork, fix one segment of the insulation panel to the hanging frame jig. On the other hand, the pitch of the anchor bolts in the concrete outer tank was checked and adjusted using a female gauge formwork, and the hanging frame jig was lifted to face the surface of the concrete outer tank, and the anchor bolts on the outer tank side were fixed to the insulation panel. A method for insulating a low temperature liquid storage tank, which comprises repeatedly inserting the hanging frame jig into a bolt hole, screwing a nut, and removing the hanging frame jig from the heat insulating panel to affix the heat insulating panel.
JP8805883A 1983-05-19 1983-05-19 Heat insulation of low temperature liquid storage tank Granted JPS59213870A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8805883A JPS59213870A (en) 1983-05-19 1983-05-19 Heat insulation of low temperature liquid storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8805883A JPS59213870A (en) 1983-05-19 1983-05-19 Heat insulation of low temperature liquid storage tank

Publications (2)

Publication Number Publication Date
JPS59213870A JPS59213870A (en) 1984-12-03
JPS6356385B2 true JPS6356385B2 (en) 1988-11-08

Family

ID=13932238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8805883A Granted JPS59213870A (en) 1983-05-19 1983-05-19 Heat insulation of low temperature liquid storage tank

Country Status (1)

Country Link
JP (1) JPS59213870A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012063937A1 (en) * 2010-11-11 2012-05-18 株式会社Ihi Blanket installation method
CN104145155A (en) * 2012-03-13 2014-11-12 株式会社Ihi Blanket installation method and blanket unit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012063937A1 (en) * 2010-11-11 2012-05-18 株式会社Ihi Blanket installation method
JP5549742B2 (en) * 2010-11-11 2014-07-16 株式会社Ihi Blanket installation method
CN104145155A (en) * 2012-03-13 2014-11-12 株式会社Ihi Blanket installation method and blanket unit

Also Published As

Publication number Publication date
JPS59213870A (en) 1984-12-03

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