JPH06300191A - Cold reserving panel laying method for low temperature tank - Google Patents

Cold reserving panel laying method for low temperature tank

Info

Publication number
JPH06300191A
JPH06300191A JP8466993A JP8466993A JPH06300191A JP H06300191 A JPH06300191 A JP H06300191A JP 8466993 A JP8466993 A JP 8466993A JP 8466993 A JP8466993 A JP 8466993A JP H06300191 A JPH06300191 A JP H06300191A
Authority
JP
Japan
Prior art keywords
wall
tank
cold insulation
insulation panel
tank body
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
JP8466993A
Other languages
Japanese (ja)
Inventor
Yoshiro Mizoguchi
良郎 溝口
Mitsuo Nomura
光男 野村
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 JP8466993A priority Critical patent/JPH06300191A/en
Publication of JPH06300191A publication Critical patent/JPH06300191A/en
Pending legal-status Critical Current

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  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

PURPOSE:To facilitate laying of cold returning panels, each having a given size, over the inner wall of the tank body made of concrete of a low temperature tank. CONSTITUTION:In a method wherein cold reserving panels 1 each having a given size are laid over the inner wall 3 of a tank body 2 made of concrete, an insertion hole 4 'is formed in the cold reserving panel 1 in a manner to front on the inner wall 3 of the tank body and the inner wall 3 of the tank body is filled with a nut member 5 corresponding to the insertion hole 4. Thereafter, the cold receiving panels 1 are superposed with the inner wall 3 of the tank body. A bolt member 7 having a screwed joining part 7b, with which a fastening nut member 6 is previously joined in a screwed state is joined in a screwed state with a nut member 5 with which the inner wall 3 of the tank body is filled through the insertion hole 4 to fix the bolt member to the inner wall 3 of the tank body. By rotating the fastening nut member 6, the cold receiving panel 1 is laid in a nipped state over the inner wall 3 of the tank body.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、低温タンクの保冷パネ
ル敷設方法に係り、特に、地中に埋設されるコンクリー
ト製槽体の内壁に所定の大きさを有する保冷パネルを重
ね合わせて敷設する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 cold insulation panel laying method for a low temperature tank, and particularly to laying a cold insulation panel having a predetermined size on the inner wall of a concrete tank body buried in the ground. It is about the method.

【0002】[0002]

【従来の技術】一般に、LNG或いはLPG等の低温液
を貯蔵する低温タンクとして安全性或いは空間利用度の
点で有利な地下式低温タンクが採用されている。この地
下式低温タンクは、地中に埋設された有底筒体状のコン
クリート製槽体と、この槽体開口部を覆うドーム状の屋
根とから主に構成されている。地中に埋設されたコンク
リート製槽体の内壁には保冷材層が積層され、この保冷
材層上にメンブレンが張設されて内部に低温液を貯蔵す
る内槽が形成されている。
2. Description of the Related Art Generally, an underground cryogenic tank, which is advantageous in terms of safety and space utilization, is used as a cryogenic tank for storing cryogenic liquid such as LNG or LPG. This underground low temperature tank is mainly composed of a bottomed cylindrical concrete tank body buried in the ground and a dome-shaped roof covering the opening of the tank body. A cold insulating material layer is laminated on the inner wall of a concrete tank body buried in the ground, and a membrane is stretched on this cold insulating material layer to form an internal tank for storing a low temperature liquid therein.

【0003】ところで、地下式低温タンクを建造する方
法としては、先ず最初に外殻を形成する槽体が埋設され
るよう地山を掘削して所定の大きさの掘削穴を形成し、
その掘削穴内部にコンクリートを打設して有底筒体状の
コンクリート製槽体を構築すると共に、このコンクリー
ト製槽体の開口部にドーム状の屋根を形成した後、槽体
内壁に所定の大きさを有する保冷材層としての保冷パネ
ルを重ね合わせて敷設し、次いでその保冷パネル内壁に
沿ってメンブレンを張設して密閉して完成させる。
By the way, as a method of constructing an underground low temperature tank, first, the ground is excavated so that the tank body forming the outer shell is buried, and an excavation hole of a predetermined size is formed.
Concrete is placed inside the excavation hole to build a concrete tank body with a bottomed cylindrical body, and after forming a dome-shaped roof in the opening of this concrete tank body, a specified inside wall of the tank is formed. A cold insulation panel as a cold insulation material layer having a size is laid on top of one another, and then a membrane is stretched along the inner wall of the cold insulation panel to seal and complete.

【0004】また特に、コンクリート製槽体の内壁に保
冷パネルを敷設する方法としては、図2に示すように、
先ず最初に槽体2をコンクリートを打設して構築する過
程において、保冷パネル1の挿通孔4に対応させて螺合
溝を水平方向に臨ませてナット部材5が植設される。こ
のように予めコンクリート製槽体2の内壁3に植設され
たナット部材5には、図3に示すように、保冷パネル1
の挿通孔4に挿通させるためのボルト部材7が螺合され
る。特にナット部材5に螺合されるボルト部材7は締付
けのための頭部を有しない寸切ボルトが採用されること
から、このボルト部材7にはその螺合部に二つのナット
6a、6aが互いに近接させるべく取り付けられてロッ
クナット6bが形成され、このロックナット6bを有す
るボルト部材7を上記ナット部材5にロックナット6b
を締付具等で回転させて螺合させることになる。従っ
て、ナット部材5にボルト部材7を取り付けた後にはロ
ックナット6bはボルト部材7から取り除かれる。
In particular, as a method of laying a cold insulation panel on the inner wall of a concrete tank body, as shown in FIG.
First, in the process of constructing the tank body 2 by pouring concrete, the nut member 5 is planted so that the screwing groove faces the insertion hole 4 of the cold insulation panel 1 in the horizontal direction. As shown in FIG. 3, the nut member 5 previously planted on the inner wall 3 of the concrete tank body 2 has a cold insulation panel 1 as shown in FIG.
A bolt member 7 for being inserted into the insertion hole 4 is screwed. Particularly, since the bolt member 7 screwed to the nut member 5 is a cut bolt having no head for tightening, the bolt member 7 has two nuts 6a and 6a at its screwed portion. A lock nut 6b is formed so as to be attached to be close to each other, and a bolt member 7 having this lock nut 6b is attached to the nut member 5 to the lock nut 6b.
Will be screwed by rotating with a fastening tool or the like. Therefore, after the bolt member 7 is attached to the nut member 5, the lock nut 6b is removed from the bolt member 7.

【0005】このように、コンクリート製槽体2の内壁
3に取り付けられたボルト部材7が、図4に示すよう
に、保冷パネル1の挿通孔4に挿入されることにより係
合され、挿通孔4から突き出されたボルト部材7にはワ
ッシャ8を介設してナット6aが螺合されることによ
り、保冷パネル1が槽体2の内壁3に取り付けられて敷
設されることになる。
As described above, the bolt member 7 attached to the inner wall 3 of the concrete tank body 2 is engaged by being inserted into the insertion hole 4 of the cold insulation panel 1 as shown in FIG. The nut member 6a is screwed to the bolt member 7 protruding from 4 through the washer 8 so that the cold insulation panel 1 is attached and laid on the inner wall 3 of the tank body 2.

【0006】保冷パネル1にはその大きさによって異な
るが、挿通孔4が少なくとも所定のピッチで数十個以上
設けられており、これに相応してコンクリート製槽体2
の内壁3にはボルト部材7が突出されて設けられると共
に、コンクリート製槽体2の内壁3には敷設される保冷
パネル1の数に応じて無数にボルト部材7が突出されて
設けられることになる。
The cold insulation panel 1 has several tens or more insertion holes 4 at a predetermined pitch, which are different depending on the size, and the concrete tank body 2 is correspondingly provided.
The bolt members 7 are provided so as to project on the inner wall 3 of the above, and innumerable bolt members 7 are provided so as to project on the inner wall 3 of the concrete tank body 2 according to the number of the cold insulation panels 1 to be laid. Become.

【0007】[0007]

【発明が解決しようとする課題】ところで、上記によれ
ば、図2に示すように、槽体2を構築する際のコンクリ
ート打設時において、保冷パネル1に形成される多数の
挿通孔4に相応して同数のナット部材5が槽体内壁3に
植設される。
By the way, according to the above, as shown in FIG. 2, when the tank body 2 is constructed with concrete, a large number of insertion holes 4 are formed in the cold insulation panel 1. Correspondingly, the same number of nut members 5 are planted on the inner wall 3 of the tank.

【0008】一方、このコンクリート打設時において、
図5に示すように、予めコンクリート打設前に所定の位
置に固定された多数のナット部材5のうちのいくつかに
回転ずれが生じることがあり、そのナット部材5が回転
ずれを生じた状態のままコンクリートが固結し槽体内壁
3に固定されることがある。このため、その回転ずれを
生じたナット部材5aに螺合して固定されるボルト部材
7aは、槽体内壁面10の垂直方向に対して所定のずれ
角θを有して槽体内壁面10より傾斜して取り付けられ
ることになる。また一方、挿通孔4とボルト部材7との
位置関係は、ボルト部材7の全数が槽体内壁面10より
垂直方向に突出した場合にのみ、ボルト部材7の全数が
挿通孔4に挿通可能となるよう予め決定されたものであ
り、それらボルト部材7のうち一本でも回転ずれが生じ
挿通不可能になると全数挿通不可能となり、保冷パネル
1を槽体内壁3に重ね合わせボルト部材7によって仮に
支持させることが不可能となる。そのため従来では、図
4及び図5に示すように、一旦保冷パネル1をボルト部
材7が固定された槽体内壁3にあてがい、回転ずれを生
じたボルト部材7aを確認した後保冷パネル1を取り外
し、そのボルト部材7aがそれに相応する挿通孔4aに
挿通可能となるようボルト部材7aを曲げ直したり、そ
の挿通孔4aの孔径を拡大したりした後、再度保冷パネ
ル1を槽体内壁3にあてがい、全数の挿通孔4にボルト
部材7を挿通させて、保冷パネル1を槽体内壁3に重ね
合わせボルト部材7によって仮に支持させ、ボルト部材
7にワッシャ8を介してナット6aを螺合させ、保冷パ
ネル1を槽体内壁3に挟持させ敷設するといった方法が
用いられていた。
On the other hand, at the time of placing this concrete,
As shown in FIG. 5, a rotation deviation may occur in some of a large number of nut members 5 that are fixed in advance at a predetermined position before placing concrete, and the nut members 5 have a rotation deviation. The concrete may be solidified as it is and fixed to the inner wall 3 of the tank. Therefore, the bolt member 7a screwed and fixed to the nut member 5a having the rotational deviation has a predetermined deviation angle θ with respect to the vertical direction of the tank inner wall surface 10 and is inclined from the tank inner wall surface 10. Will be installed. On the other hand, regarding the positional relationship between the insertion holes 4 and the bolt members 7, only when all the bolt members 7 project vertically from the tank inner wall surface 10, all the bolt members 7 can be inserted into the insertion holes 4. If any one of the bolt members 7 becomes rotationally displaceable and cannot be inserted, all the cooling members cannot be inserted, and the cold insulation panels 1 are superposed on the inner wall 3 of the tank and temporarily supported by the bolt members 7. It will be impossible to let it happen. Therefore, conventionally, as shown in FIG. 4 and FIG. 5, the cold insulation panel 1 is once applied to the inner wall 3 of the tank to which the bolt member 7 is fixed, and the bolt member 7a having a rotational deviation is confirmed and then the cold insulation panel 1 is removed. After re-bending the bolt member 7a so that the bolt member 7a can be inserted into the corresponding insertion hole 4a or expanding the hole diameter of the insertion hole 4a, the cold insulation panel 1 is again applied to the inner wall 3 of the tank. , The bolt members 7 are inserted through all the insertion holes 4, the cold insulation panel 1 is superposed on the inner wall 3 of the tank and temporarily supported by the bolt members 7, and the bolt members 7 are screwed with the nuts 6 a through the washers 8. A method of sandwiching the cold insulation panel 1 on the inner wall 3 of the tank and laying it has been used.

【0009】もっともこの際、上記ずれ角θがあまりに
大なる場合は、ボルト部材7をナット部材5aに螺合し
た時点で回転ずれが発生していることを確認できるの
で、保冷パネル1をあてがう前に上記の方法により対策
が施されていた。
However, at this time, if the deviation angle θ is too large, it can be confirmed that the rotation deviation occurs at the time when the bolt member 7 is screwed into the nut member 5a, and therefore, before the cold insulation panel 1 is applied. The measures were taken by the above method.

【0010】ところで、これら作業はゴンドラ上の高所
作業となることもあり危険性を伴うものであると共に、
この保冷パネル1が比較的大きい表面積を有し且つ比較
的多数の挿通孔4が形成されるため、上記したボルト部
材7の全数を挿通孔4に挿通させる作業は、保冷パネル
1内側からボルト部材7が見えづらいことから非常に手
間がかかるものである。また上記した回転ずれを生じた
ボルト部材7aをそれに相応する挿通孔4aに挿通する
ために、挿通孔4aの孔径を拡大することがあるが、断
熱性能ないし強度劣化を伴ない好ましくない手段である
ことは明らかである。また挿通孔4孔径は若干ボルト部
材7外径より大なるため、回転ずれを生じたボルト部材
7aのずれ角θが小なる場合、それに相応する挿通孔4
aに強制的に挿通させる場合があり、その際挿通孔4a
の周辺を破損してしまうことがあるという問題もあっ
た。
By the way, these works are dangerous because they may be works at high places on the gondola.
Since the cold insulation panel 1 has a relatively large surface area and a relatively large number of insertion holes 4 are formed, the work of inserting all the bolt members 7 into the insertion holes 4 is performed from the inside of the cold insulation panel 1. Since 7 is hard to see, it is very troublesome. Further, in order to insert the bolt member 7a having the above rotational deviation into the corresponding insertion hole 4a, the diameter of the insertion hole 4a may be enlarged, but this is an unfavorable means because it does not cause heat insulation performance or strength deterioration. That is clear. Further, since the diameter of the insertion hole 4 is slightly larger than the outer diameter of the bolt member 7, when the deviation angle θ of the bolt member 7a having a rotational deviation is small, the corresponding insertion hole 4
There is a case where it is forcedly inserted into a. At that time, the insertion hole 4a
There was also a problem that the area around might be damaged.

【0011】そこで、本発明の目的は、上記課題を解決
し、低温タンクのコンクリート製槽体の内壁に、所定の
大きさを有する保冷パネルを敷設することを容易にする
方法を提供することにある。
Therefore, an object of the present invention is to solve the above problems and provide a method for facilitating the laying of a cold insulation panel having a predetermined size on the inner wall of a concrete tank body of a low temperature tank. is there.

【0012】[0012]

【課題を解決するための手段】上記目的を達成するため
に本発明は、コンクリート製槽体の内壁に所定の大きさ
を有する保冷パネルを敷設する方法において、上記保冷
パネルに上記槽体内壁に臨ませて挿通孔を形成すると共
に、上記槽体内壁に上記挿通孔に相応させてナット部材
を植設した後、上記保冷パネルを槽体内壁に重ね合わせ
ると共に、上記挿通孔から上記槽体内壁に植設されたナ
ット部材に予め螺合部に締付ナット部材を螺合させたボ
ルト部材を槽体内壁に固定すると共に、締付ナット部材
を回転させて上記保冷パネルを上記槽体内壁に挟持させ
て敷設するものである。
To achieve the above object, the present invention provides a method for laying a cold insulation panel having a predetermined size on an inner wall of a concrete tank body, wherein the cold insulation panel is provided on the inner wall of the tank. The insertion hole is formed so as to face it, and a nut member is planted in the inner wall of the tank so as to correspond to the insertion hole, and then the cold insulation panel is superposed on the inner wall of the tank and the inner wall of the tank is inserted from the insertion hole. While fixing the bolt member in which the tightening nut member is screwed in advance to the nut member that is planted in the tank inner wall, the tightening nut member is rotated to place the cold insulation panel on the inner wall of the tank. It is sandwiched and laid.

【0013】[0013]

【作用】上記方法により、保冷パネルを槽体内壁に重ね
合わせると共に、保冷パネルに形成した多数の挿通孔か
ら、それら挿通孔に相応して槽体内壁に植設したナット
部材に、ボルト部材を挿入螺合させてボルト部材を槽体
内壁に固定するので、回転ずれが生じたナット部材があ
ってもそれ以外のナット部材にボルト部材を螺合させ固
定することで、保冷パネルを槽体内壁に重ね合わせボル
ト部材によって支持させることができる。
According to the above-mentioned method, the cold insulation panel is superposed on the inner wall of the tank, and the bolt members are attached to the nut members planted on the inner wall of the tank corresponding to the insertion holes from the many through holes formed in the cold insulation panel. Since the bolt member is fixed to the inner wall of the tank by inserting and screwing, even if there is a nut member with rotational deviation, the bolt member is screwed and fixed to the other nut members to fix the cold insulation panel to the inner wall of the tank. Can be supported by a superposed bolt member.

【0014】[0014]

【実施例】以下本発明の一実施例を添付図面に基づいて
詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the accompanying drawings.

【0015】図1及び図2に示すように、地下に埋設さ
れた地下式低温タンクのコンクリート製槽体2の内壁3
に、所定の大きさを有する保冷パネル1を敷設する本発
明における方法としては、従来例同様に、保冷パネル1
に槽体内壁3に臨ませて所定の間隔を隔てて多数の挿通
孔4が形成される。この保冷パネル1は硬質ウレタンフ
ォーム等の保冷材によって成型されており、所定の厚さ
を有すると共に、比較的大きな表面積を有している。ま
た保冷パネル1に形成される挿通孔4は、その挿通孔4
に挿通されるボルト部材7外径より若干大きい孔径を有
している。また保冷パネル1内側には、この挿通孔4と
連接して作業穴11が設けられている。また一方、それ
ら挿通孔4に相応させてナット部材5が槽体内壁3に植
設される。これらナット部材5はナット部材螺合溝側端
面12が槽体内壁面10と同一面を形成すると共に、ナ
ット部材螺合溝13の中心軸が槽体内壁面10の垂直方
向として槽体内壁3に植設される。
As shown in FIGS. 1 and 2, the inner wall 3 of the concrete tank body 2 of the underground cryogenic tank buried underground.
As a method according to the present invention for laying the cold insulation panel 1 having a predetermined size, the cold insulation panel 1 can be used as in the conventional example.
A large number of insertion holes 4 are formed at predetermined intervals so as to face the inner wall 3 of the tank. The cold insulation panel 1 is molded from a cold insulation material such as hard urethane foam and has a predetermined thickness and a relatively large surface area. Further, the insertion hole 4 formed in the cold insulation panel 1 has the insertion hole 4
It has a hole diameter slightly larger than the outer diameter of the bolt member 7 that is inserted through. A working hole 11 is provided inside the cold insulation panel 1 so as to be connected to the insertion hole 4. On the other hand, a nut member 5 is planted on the inner wall 3 of the tank so as to correspond to the insertion holes 4. In these nut members 5, the end surface 12 on the side of the nut member engaging groove forms the same surface as the inner wall surface 10 of the tank, and the central axis of the nut member engaging groove 13 is planted on the inner wall 3 of the tank as a direction perpendicular to the inner wall surface 10 of the tank. Set up.

【0016】またさらに本実施例にあっては、上記保冷
パネル1が、その保冷パネル1に形成される挿通孔4が
上記槽体内壁3に植設されるナット部材5に相応するよ
うにして槽体内壁3に重ね合わされる。さらに、締付ナ
ット部材6が予め螺合部7bに螺合されたボルト部材
7、本実施例にあっては六角頭付ボルトが、保冷パネル
1内側の作業穴11より挿通孔4から槽体内壁3に植設
されたナット部材5に、ワッシャ8を介して挿入螺合さ
れボルト部材7が槽体内壁3に固定され、このことによ
って保冷パネル1が槽体内壁3に重ね合わされボルト部
材7によって仮に支持される。さらに、ボルト部材7に
螺合された締付ナット部材6が回転されて締付けられる
ことによって保冷パネル1が槽体内壁3に挟持されて敷
設される。さらにその後、作業穴11内部にグラスウー
ル等の断熱材14が充填された後、保冷パネル1内面と
同一面を形成して作業穴11に保冷パネル1と同材料に
よって成型された蓋材15が嵌挿される。
Further, in the present embodiment, the cold insulation panel 1 is configured such that the insertion hole 4 formed in the cold insulation panel 1 corresponds to the nut member 5 planted on the inner wall 3 of the tank. It is superposed on the inner wall 3 of the tank. Further, the bolt member 7, in which the tightening nut member 6 is previously screwed into the screwing portion 7b, in the present embodiment, the hexagon headed bolt, is inserted from the working hole 11 inside the cold insulation panel 1 through the insertion hole 4 into the tank body. The bolt member 7 is fixed to the inner wall 3 of the tank by inserting and screwing the nut member 5 planted in the wall 3 through the washer 8 so that the cold insulation panel 1 is superposed on the inner wall 3 of the tank. Temporarily supported by. Further, the tightening nut member 6 screwed to the bolt member 7 is rotated and tightened, so that the cold insulation panel 1 is sandwiched by the inner wall 3 of the tank and laid. After that, after the heat insulating material 14 such as glass wool is filled in the working hole 11, the lid 15 made of the same material as the cold insulating panel 1 is fitted into the working hole 11 to form the same surface as the inner surface of the cold insulating panel 1. Is inserted.

【0017】次に実施例の作用を述べる。Next, the operation of the embodiment will be described.

【0018】図1に示すように、本実施例においては、
保冷パネル1に形成される挿通孔4が槽体内壁3に植設
されるナット部材5に相応するようにして、保冷パネル
1が槽体内壁3に重ね合わされる。さらに締付ナット部
材6が予め螺合されたボルト部材7が、保冷パネル1内
側の作業穴11より挿通孔4から槽体内壁3に植設され
たナット部材5に、ワッシャ8を介して挿入螺合されボ
ルト部材7が槽体内壁3に固定される。このため、ボル
ト部材7を締付けるためのボルト部材頭部16が挿通孔
4を通過しないので、図3に示すように、従来例として
のボルト部材7にそのボルト部材7を締付けるためのロ
ックナット6bを設け、そのボルト部材7をナット部材
5に螺合させ固定した後、再度そのロックナット6bを
取り外すといった作業を省略することができる。また本
実施例にあっては、槽体内壁3に植設されるナット部材
5のいくつかに回転ずれが生じた場合でも、それ以外の
ナット部材螺合溝13中心軸が槽体内壁面10の垂直方
向として固定されているナット部材5を利用して、ボル
ト部材7が保冷パネル1の挿通孔4に挿入されそのナッ
ト部材5に螺合されることによって、保冷パネル1が槽
体内壁3に重ね合わされボルト部材7によって仮に支持
されることが可能である。またそれと共に、保冷パネル
1に多数形成される挿通孔4の全数にボルト部材7が挿
通されなくとも、保冷パネル1が槽体内壁3に重ね合わ
されボルト部材7によって仮に支持されるので、保冷パ
ネル1を槽体内壁3に一度あてがいボルト部材7をナッ
ト部材5に螺合させ固定させれば保冷パネル1を支持す
る必要がなく、保冷パネル1を槽体内壁3に一旦あてが
って取り外し再度あてがうといった従来方法よりも作業
を簡略化できる。
As shown in FIG. 1, in this embodiment,
The cold insulation panel 1 is superposed on the inner wall 3 of the tank so that the insertion hole 4 formed in the cold insulation panel 1 corresponds to the nut member 5 planted on the inner wall 3 of the tank. Further, the bolt member 7 to which the tightening nut member 6 is screwed in advance is inserted from the work hole 11 inside the cold insulation panel 1 into the nut member 5 planted on the inner wall 3 of the tank from the insertion hole 4 through the washer 8. The bolt member 7 is screwed and fixed to the inner wall 3 of the tank. For this reason, since the bolt member head 16 for tightening the bolt member 7 does not pass through the insertion hole 4, as shown in FIG. 3, the lock nut 6b for tightening the bolt member 7 is tightened on the bolt member 7 as a conventional example. It is possible to omit the work of disposing the lock nut 6b again after the bolt member 7 is screwed and fixed to the nut member 5 by fixing. Further, in this embodiment, even if some of the nut members 5 planted on the tank inner wall 3 are misaligned with each other, the central axis of the other nut member screw groove 13 is the same as that of the tank inner wall surface 10. By using the nut member 5 fixed in the vertical direction, the bolt member 7 is inserted into the insertion hole 4 of the cold insulation panel 1 and screwed into the nut member 5, whereby the cold insulation panel 1 is attached to the inner wall 3 of the tank. It is possible to overlap and be temporarily supported by the bolt member 7. Along with that, even if the bolt members 7 are not inserted into all of the insertion holes 4 formed in the cold insulation panel 1, the cold insulation panel 1 is superposed on the inner wall 3 of the tank and temporarily supported by the bolt members 7. 1 is applied to the inner wall 3 of the tank once, and the bolt member 7 is screwed and fixed to the nut member 5, it is not necessary to support the cold insulation panel 1, and the cold insulation panel 1 is once applied to the inner wall 3 of the tank and removed and reapplied. The work can be simplified as compared with the conventional method.

【0019】また一方、図5に示すように、その回転ず
れの生じたナット部材5aにそれに相応するボルト部材
7aを螺合させるには、保冷パネル1の挿通孔4周辺を
ボルト部材7aが挿通螺合可能となるよう必要最少限削
除すればよい。この時、保冷パネル1は既に仮に槽体内
壁3に重ね合わされ支持されているので、保冷パネル1
内側の作業穴14より挿通孔4を通してそのナット部材
5aのずれが容易に確認可能であると共に,上記した削
除する作業も容易に行うことができる。またその結果、
強制的に挿通孔4aにボルト部材7aが挿通されること
がないので、保冷パネル1の挿通孔4周辺を破損するこ
とがないと共に、必要最少限のみ削除するので断熱性能
ないし強度に対しても影響はない。また本実施例におい
てボルト部材7はその頭部16外径が挿通孔4の孔径よ
り大としてもよいことから六角頭付ボルトが採用されて
いるが、ボルト部材7が締付けられることが可能であれ
ばそのボルト部材頭部16の形状にこだわる必要はな
く、例えば丸頭付ボルト等が採用されることも可能であ
る。
On the other hand, as shown in FIG. 5, the bolt member 7a is inserted around the insertion hole 4 of the cold insulation panel 1 in order to screw the corresponding bolt member 7a into the nut member 5a having the rotational deviation. It should be deleted at the minimum necessary so that it can be screwed. At this time, since the cold insulation panel 1 is already superposed and supported on the inner wall 3 of the tank, the cold insulation panel 1
The shift of the nut member 5a can be easily confirmed from the inner working hole 14 through the insertion hole 4, and the above-described work of deleting can be easily performed. As a result,
Since the bolt member 7a is not forcibly inserted into the insertion hole 4a, the periphery of the insertion hole 4 of the cold insulation panel 1 is not damaged, and the minimum necessary number is deleted, so that the heat insulation performance and strength are also improved. There is no effect. Further, in the present embodiment, the bolt member 7 employs a hexagon head bolt because the outer diameter of the head portion 16 may be larger than the hole diameter of the insertion hole 4, but the bolt member 7 can be tightened. However, it is not necessary to be particular about the shape of the bolt member head 16, and for example, a round head bolt or the like can be adopted.

【0020】尚、このようなコンクリート製槽体の内壁
に保冷パネルを敷設する方法にあっては、本実施例にお
いては地下式低温タンクの場合に適用したが、地上に設
置されるコンクリート製タンクに適用してもよい。
The method of laying a cold insulation panel on the inner wall of such a concrete tank body was applied to the case of an underground cryogenic tank in this embodiment, but it is a concrete tank to be installed on the ground. May be applied to.

【0021】[0021]

【発明の効果】本発明は次の如き優れた効果を発揮す
る。
The present invention exhibits the following excellent effects.

【0022】(1)槽体内壁に保冷パネルを重ね合わせ
てからボルト部材を槽体内壁に固定するので、回転ずれ
が生じたナット部材があってもそれ以外のナット部材に
ボルト部材を螺合させ固定させることで、保冷パネルを
槽体内壁に支持させることができる。
(1) Since the bolt member is fixed to the inner wall of the tank after the cold insulation panel is superposed on the inner wall of the tank, even if there is a nut member having a rotational deviation, the bolt member is screwed to the other nut members. Then, the cold insulation panel can be supported on the inner wall of the tank.

【0023】(2)槽体内壁にボルト部材を予め固定し
ておく必要がなく、ボルト部材にロックナットを設ける
必要がないので作業を省力化できる。
(2) Since it is not necessary to fix the bolt member to the inner wall of the tank in advance and it is not necessary to provide the lock nut to the bolt member, the labor can be saved.

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

【図1】本発明の一実施例を示し、保冷パネルの敷設状
態を示す側断面図である。
FIG. 1 is a side sectional view showing an embodiment of the present invention and showing a laid state of a cold insulation panel.

【図2】本発明および従来例における保冷パネルの敷設
状態を示す図である。
FIG. 2 is a diagram showing a laid state of a cold insulation panel in the present invention and a conventional example.

【図3】従来例を示し、槽体内壁に固定されるボルト部
材を示す図である。
FIG. 3 is a view showing a conventional example and showing a bolt member fixed to the inner wall of the tank.

【図4】従来例を示し、保冷パネルの敷設状態を示す側
断面図である。
FIG. 4 is a side sectional view showing a conventional example and showing a laid state of a cold insulation panel.

【図5】従来例を示し、回転ずれを生じたボルト部材を
示す図である。
FIG. 5 is a view showing a bolt member in which a rotation deviation has occurred, showing a conventional example.

【符号の説明】[Explanation of symbols]

1 保冷パネル 3 槽体内壁 4 挿通孔 5 ナット部材 6 締付ナット部材 7 ボルト部材 7b 螺合部 1 Cooling panel 3 Tank inner wall 4 Insertion hole 5 Nut member 6 Tightening nut member 7 Bolt member 7b Screwing part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製槽体の内壁に所定の大き
さを有する保冷パネルを敷設する方法において、上記保
冷パネルに上記槽体内壁に臨ませて挿通孔を形成すると
共に、上記槽体内壁に上記挿通孔に相応させてナット部
材を植設した後、上記保冷パネルを槽体内壁に重ね合わ
せると共に、上記挿通孔から上記槽体内壁に植設された
ナット部材に予め螺合部に締付ナット部材を螺合させた
ボルト部材を槽体内壁に固定すると共に、締付ナット部
材を回転させて上記保冷パネルを上記槽体内壁に挟持さ
せて敷設するようにしたことを特徴とする低温タンクの
保冷パネル敷設方法。
1. A method for laying a cold insulation panel having a predetermined size on an inner wall of a concrete tank body, wherein an insertion hole is formed in the cold insulation panel so as to face the inner wall of the tank and the inner wall of the tank is formed. After the nut member is planted so as to correspond to the insertion hole, the cold insulation panel is superposed on the inner wall of the tank, and the nut member planted on the inner wall of the tank from the insertion hole is preliminarily fastened to the screwed portion. A cryogenic tank characterized in that a bolt member having a nut member screwed therein is fixed to the inner wall of the tank, and the tightening nut member is rotated to sandwich the cold insulation panel between the inner walls of the tank to lay it. Cooling panel laying method.
JP8466993A 1993-04-12 1993-04-12 Cold reserving panel laying method for low temperature tank Pending JPH06300191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8466993A JPH06300191A (en) 1993-04-12 1993-04-12 Cold reserving panel laying method for low temperature tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8466993A JPH06300191A (en) 1993-04-12 1993-04-12 Cold reserving panel laying method for low temperature tank

Publications (1)

Publication Number Publication Date
JPH06300191A true JPH06300191A (en) 1994-10-28

Family

ID=13837124

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8466993A Pending JPH06300191A (en) 1993-04-12 1993-04-12 Cold reserving panel laying method for low temperature tank

Country Status (1)

Country Link
JP (1) JPH06300191A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190072492A (en) * 2015-10-13 2019-06-25 가즈트랑스포르 에 떼끄니가즈 Fluid-sealed thermal insulation tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190072492A (en) * 2015-10-13 2019-06-25 가즈트랑스포르 에 떼끄니가즈 Fluid-sealed thermal insulation tank
JP2019523368A (en) * 2015-10-13 2019-08-22 ギャズトランスポルト エ テクニギャズ Liquid-tight insulation tank

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