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JP2005178825A - Closing method and closing structure of external tank roof construction port - Google Patents

Closing method and closing structure of external tank roof construction port Download PDF

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Publication number
JP2005178825A
JP2005178825A JP2003420901A JP2003420901A JP2005178825A JP 2005178825 A JP2005178825 A JP 2005178825A JP 2003420901 A JP2003420901 A JP 2003420901A JP 2003420901 A JP2003420901 A JP 2003420901A JP 2005178825 A JP2005178825 A JP 2005178825A
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Japan
Prior art keywords
lid
tank roof
construction
outer tank
closing
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JP2003420901A
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JP4377671B2 (en
Inventor
Junichi Shimamura
純一 嶋村
Masateru Yamashita
眞輝 山下
Mitsuki Kihara
光樹 木原
Hideaki Nakamura
英晃 中村
Nobumi Karasuno
信美 烏野
Yoshiro Mizoguchi
良郎 溝口
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IHI Corp
Osaka Gas Co Ltd
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IHI Corp
Osaka Gas Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To safely, easily and quickly perform the removing work of a risen section of an external tank roof construction port, and the closing work of the external tank roof construction. <P>SOLUTION: This closing structure is employed for the external tank roof construction port for which a construction port 6 having the risen section 9 is provided on an external tank roof 4. The closing structure for the external tank roof construction port is equipped with a drop lid supporting member 17 which is fixed in a manner to roughly go along the construction port 6 on the lower surface of the external tank roof 4, a drop lid 20 which can airtightly close the construction port 6 by being inserted from the construction port 6 and fixed to the drop lid supporting member 17 through a seal material, and a closing plate which closes the construction port 6 clear of the risen section 9, from outside of the external tank roof 4. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、外槽屋根工事口の立上り部の撤去及び外槽屋根工事口の閉塞作業を安全、容易、且つ迅速に行えるようにした外槽屋根工事口の閉止方法及び閉止構造に関するものである。   The present invention relates to a closing method and a closing structure for an outer tub roofing work opening, which enables the removal of the rising portion of the outer tub roofing work opening and the closing operation of the outer tub roofing work opening to be performed safely, easily and quickly. .

低温液化ガスタンクには、図8に示す如く外槽1と内槽2とを有する2重殻タンクと称されるものがあり、更に外槽1がコンクリート(或いはPCコンクリート)で構成されているものがある。図8中、3はコンクリート製の外槽側壁、4は外槽屋根、5は内槽屋根である。   Some low temperature liquefied gas tanks are called double shell tanks having an outer tank 1 and an inner tank 2 as shown in FIG. 8, and the outer tank 1 is made of concrete (or PC concrete). There is. In FIG. 8, 3 is a concrete outer tank side wall, 4 is an outer tank roof, and 5 is an inner tank roof.

上記2重殻タンクでは、外槽1を構築した後、外槽1の内部で組み立てた外槽屋根4及び内槽屋根5をエアレージング法と称する空気加圧方法により上昇させて外槽屋根4を外槽側壁3の上端に固定している。そして、外槽屋根4に形成した工事口6を介して側壁部材7等を吊り降ろして内槽2の内槽側壁8を構築するようにしている。更に、前記工事口6を介して外槽1と内槽2との間に保冷材を挿入して設置している。   In the above-mentioned double shell tank, after the outer tub 1 is constructed, the outer tub roof 4 and the inner tub roof 5 assembled inside the outer tub 1 are raised by an air pressurization method called an air lasing method. Is fixed to the upper end of the outer tank side wall 3. And the side wall member 7 grade | etc., Is suspended through the construction port 6 formed in the outer tank roof 4, and the inner tank side wall 8 of the inner tank 2 is constructed | assembled. Further, a cold insulating material is inserted between the outer tub 1 and the inner tub 2 through the construction port 6 and installed.

前記外槽屋根4に備えられている工事口6は図9、図10に示す構成を有する。工事口6は、工事口6の周縁部に沿って所要高さで立上った立上り部9を有しており、該立上り部9の上端にはフランジ10を介して閉止蓋11が着脱可能に固定されており、閉止蓋11によって工事口6を開閉できるようにしている。   The construction port 6 provided in the outer tub roof 4 has a configuration shown in FIGS. The construction port 6 has a rising portion 9 rising at a required height along the peripheral edge of the construction port 6, and a closing lid 11 can be attached to and detached from the upper end of the rising portion 9 via a flange 10. The construction opening 6 can be opened and closed by the closing lid 11.

前記外槽屋根4の外周下端部は、図9に示す如くコンクリート製の外槽側壁3の上端より低い位置に固定されており、このために外槽側壁3の内面と外槽屋根4の下端上面との間には三角形状のコーナ部12が形成されてしまい、このコーナ部12に雨水が溜ることによって錆の発生、延いては外槽1内部に水が浸入することが考えられていた。   The outer peripheral lower end of the outer tub roof 4 is fixed at a position lower than the upper end of the concrete outer tub side wall 3 as shown in FIG. 9. For this purpose, the inner surface of the outer tub side wall 3 and the lower end of the outer tub roof 4 are fixed. A triangular corner portion 12 is formed between the upper surface and rainwater is accumulated in the corner portion 12 to generate rust, and it is considered that water penetrates into the outer tub 1. .

この問題に対処するため、前記コーナ部12に雨水防止板を設けて三角形の空間を形成し、この空間に不活性ガスを供給して空間の内部の酸素濃度を低くするようにしたものがある(例えば特許文献1参照)。   In order to cope with this problem, there is a structure in which a rainwater prevention plate is provided in the corner portion 12 to form a triangular space, and an inert gas is supplied to the space to reduce the oxygen concentration inside the space. (For example, refer to Patent Document 1).

一方、前記コーナ部12に雨水が溜るのを防止する方法として、図12に示す如く、前記外槽側壁3の上端から外槽屋根4の上面にかけて肩部コンクリート13を打設することにより、コーナ部12を無くすことが考えられている。   On the other hand, as a method for preventing rainwater from accumulating in the corner portion 12, as shown in FIG. 12, by placing shoulder concrete 13 from the upper end of the outer tub side wall 3 to the upper surface of the outer tub roof 4, It is considered to eliminate the portion 12.

この場合、図8に示したように、外槽1と内槽2の間に側壁部材7等を吊下ろす必要から工事口6は外槽側壁3に近い位置に設けられており、このために前記肩部コンクリート13が工事口6にかかることになり、このために工事口6を閉止する必要が生じる。   In this case, as shown in FIG. 8, since the side wall member 7 and the like need to be suspended between the outer tub 1 and the inner tub 2, the construction port 6 is provided at a position close to the outer tub side wall 3. The shoulder concrete 13 is applied to the work opening 6, which requires the work opening 6 to be closed.

このために、図9に示す立上り部9を溶断によって除去し、その後外槽屋根4の外部に閉塞板14を溶接して工事口6を閉止する必要がある。しかし、前記工事口6を閉止する作業は、タンク工事完成間近なため、内外槽間には保冷材が既に設置されている。   For this purpose, it is necessary to remove the rising portion 9 shown in FIG. 9 by fusing, and then close the construction port 6 by welding the closing plate 14 to the outside of the outer tank roof 4. However, since the work for closing the construction port 6 is close to completion of tank construction, a cold insulating material is already installed between the inner and outer tanks.

このため、上記工事口6を閉止するには、まず図11に示すように閉止蓋11を取り外して工事口6から部材を搬入して外槽屋根4と内槽屋根5との間に火の粉養生足場15を組み立てる。このとき、保冷材が邪魔な場合は一部の保冷材を撤去して行う。次に、火の粉養生足場15上にシート16を設置し、その後立上り部9を溶断により除去する。後立上り部9の溶断によって生じる火の粉や切り屑等のゴミはシートによって下部の保冷材に落下しないようにしている。その後、前記シート16及び火の粉養生足場15を工事口6から撤去し、撤去した保冷材を設置した後、図12に示す如く立上り部9が除去された外槽屋根4の上側に閉塞板14を溶接して工事口6を閉止する。続いて、コーナ部12を無くすように外槽側壁3の上端から外槽屋根4の下端上面にかけて肩部コンクリート13を打設する。
特開平08−338598号公報
For this reason, in order to close the construction opening 6, first, as shown in FIG. 11, the closing lid 11 is removed, members are loaded from the construction opening 6, and the flame is cured between the outer tank roof 4 and the inner tank roof 5. Assemble the scaffold 15. At this time, if the cold insulation material is in the way, a part of the cold insulation material is removed. Next, the sheet | seat 16 is installed on the spark-curing scaffold 15 and the rising part 9 is removed by fusing after that. Garbage such as sparks and chips generated by fusing the rear rising portion 9 is prevented from dropping onto the lower cooling material by the sheet. Thereafter, the sheet 16 and the fire-curing scaffold 15 are removed from the construction entrance 6, and the removed cold insulation material is installed. Then, the closing plate 14 is placed on the upper side of the outer tub roof 4 from which the rising portion 9 is removed as shown in FIG. Weld and close construction port 6. Subsequently, the shoulder concrete 13 is placed from the upper end of the outer tank side wall 3 to the upper surface of the lower end of the outer tank roof 4 so as to eliminate the corner portion 12.
JP 08-338598 A

しかし、前記図9〜図12に示した工事口の閉止方法では、立上り部9を溶断する際の火の粉や切り屑等が下部に落下するのを防止するための火の粉養生足場15を組み立て、その上部にシート16を設置するようにしているが、この設置作業、及び溶断後にこれらを撤去する作業が非常に大変で、時間と手間がかかる問題を有していた。更に、前記シート16を設置しても火の粉や切り屑等のゴミが下部に落下するのを完全に防止することは困難であった。   However, in the construction port closing method shown in FIGS. 9 to 12, the fire powder curing scaffold 15 for assembling the sparks and chips when the rising portion 9 is melted is prevented from falling down. Although the seat 16 is installed on the upper part, the installation work and the work of removing these after the fusing are very difficult, and there is a problem that takes time and labor. Furthermore, even if the sheet 16 is installed, it is difficult to completely prevent dust such as sparks and chips from falling down.

本発明は、上記実情に鑑みてなしたもので、外槽屋根工事口の立上り部の撤去及び外槽屋根工事口の閉塞作業を安全、容易、且つ迅速に行えるようにした外槽屋根工事口の閉止方法及び閉止構造を提供することを目的としてなしたものである。   The present invention has been made in view of the above circumstances, and the outer tub roofing work opening that allows the removal of the rising portion of the outer tub roofing work opening and the closing work of the outer tub roofing work opening to be performed safely, easily and quickly. The object of the present invention is to provide a closing method and a closing structure.

請求項1に記載の発明は、外槽屋根に立上り部を有する工事口が設けられた外槽屋根工事口の閉止方法であって、外槽屋根の下面に前記工事口に略沿うように落し蓋支持部材を予め設置し、工事口から落し蓋を挿入して落し蓋支持部材に気密に固定することにより工事口を閉塞した後、前記立上り部を切除し、その後工事口を外槽屋根の外部から閉塞板で閉塞することを特徴とする外槽屋根工事口の閉止方法、に係るものである。   The invention according to claim 1 is a method of closing an outer tank roof construction opening provided with a construction opening having a rising portion on the outer tank roof, and is dropped on the lower surface of the outer tank roof so as to substantially follow the construction opening. Install the support member in advance, drop it from the construction port, insert the lid, drop and fix it tightly to the lid support member, close the construction port, then cut off the rising part, and then close the construction port from the outside of the outer tank roof The present invention relates to a method for closing an outer tank roof construction opening, which is closed with a plate.

請求項2に記載の発明は、前記蓋支持部材に固定する落し蓋をシール材にて気密に固定するようにしたことを特徴とする請求項1に記載の外槽屋根工事口の閉止方法、に係るものである。   According to a second aspect of the present invention, in the method for closing an outer tank roof construction opening according to the first aspect, the drop lid fixed to the lid support member is hermetically fixed with a sealing material. It is concerned.

請求項3に記載の発明は、外槽屋根に立上り部を有する工事口が設けられた外槽屋根工事口の閉止構造であって、外槽屋根の下面に前記工事口に略沿うように固定した落し蓋支持部材と、工事口から挿入しシール材を介して落し蓋支持部材に固定することにより工事口を気密に閉塞可能な落し蓋と、前記立上り部を切除した後の工事口を外槽屋根の外部から閉塞する閉塞板と、を備えたことを特徴とする外槽屋根工事口の閉止構造、に係るものである。   The invention according to claim 3 is a closed structure of the outer tank roof construction opening provided with a construction opening having a rising portion on the outer tank roof, and is fixed to the lower surface of the outer tank roof so as to substantially follow the construction opening. The dropped lid support member, a drop lid that can be inserted through the construction opening and fixed to the lid support member through a sealing material, and the construction opening can be hermetically closed, and the construction opening after the rising portion has been cut off are placed on the outer tank roof. The present invention relates to a closing structure for an outer tank roof construction opening, characterized in that it includes a closing plate that is closed from the outside.

請求項4に記載の発明は、前記落し蓋が、複数に分割した蓋部材で構成されており、各蓋部材を工事口から挿入して落し蓋支持部材に並べて固定することにより工事口を気密に閉塞するようにしたことを特徴とする請求項3に記載の外槽屋根工事口の閉止構造、に係るものである。   According to a fourth aspect of the present invention, the drop lid is composed of a plurality of divided lid members, and the construction port is hermetically closed by inserting each lid member through the construction port and fixing the lid member side by side on the lid support member. It is made to do. It concerns on the closed structure of the outer tank roof construction opening of Claim 3 characterized by the above-mentioned.

本発明によれば、外槽屋根を構築する際に、外槽屋根の下面に落し蓋支持部材を予め取り付けておき、工事口を閉止する必要が生じたときに、工事口から落し蓋を挿入して落し蓋支持部材に設置し、更に、落し蓋と蓋支持部材をシール材でシールするようにしたので、立上り部を溶断して除去する作業を実施しても、溶断時の火の粉や切り屑等のゴミを総て落し蓋で受け止めることができ、よってゴミが下部に落下するのを完全に防止して安全な作業が実施できる効果がある。   According to the present invention, when constructing the outer tank roof, it is dropped on the lower surface of the outer tank roof and a lid support member is attached in advance, and when it is necessary to close the construction opening, the dropping lid is inserted from the construction opening. Since it was installed on the drop lid support member and the drop lid and lid support member were sealed with a sealing material, even if the work to remove the rising part by fusing was performed, dust such as sparks and chips at the time of fusing Can be received by the lid, and therefore, it is possible to completely prevent the dust from falling to the lower part and perform a safe operation.

更に、立上り部を溶断して除去する際に火の粉や切り屑等のゴミが落下するのを防止するための構成が、落し蓋の設置のみで行えるので、従来のように火の粉養生足場を設置する方法に比して、作業が著しく簡略化でき、短期間に容易且つ迅速に工事口を閉止できる効果がある。   In addition, since the configuration for preventing dust such as sparks and chips from falling when the rising part is melted and removed can be performed only by installing a dropping lid, a conventional method of installing a spark curing scaffold Compared to the above, the work can be remarkably simplified, and the construction opening can be easily and quickly closed in a short time.

以下、本発明の実施の形態を添付図面を参照して説明する。   Embodiments of the present invention will be described below with reference to the accompanying drawings.

図1〜図7は本発明の外槽屋根工事口の閉止構造の形態の一例であって、基本的な構成は、図8〜図12に示す構造と略同一の構成であり、図中、図8〜図12に示すものと同一のものには同一の符号を付してある。   FIGS. 1-7 is an example of the form of the closed structure of the outer tank roof construction opening of this invention, Comprising: A basic structure is a structure substantially the same as the structure shown in FIGS. 8-12, The same components as those shown in FIGS. 8 to 12 are denoted by the same reference numerals.

図1、図2に示す如く、外槽屋根4の下面に、工事口6に略沿うように下方に突出する落し蓋支持部材17を固定する。前記工事口6は通常、図10に示すように長円形或いは円形を有しているのに対し、前記落し蓋支持部材17は外槽屋根4の構造部材18に固定するようにした例えば6角形状としている。このようにした形状は構築が比較的容易である。そして、前記落し蓋支持部材17の下端には内側に折り曲げた支持部19を設けている。上記落し蓋支持部材17は外槽屋根4を構築する際に予め設置しておく。又、図1の例では、外槽側壁3の内面と外槽屋根4の下端上面との間に三角形状のコーナ部が形成されないように、外槽側壁3の上端から外槽屋根4の上面に向けて水平に延びるアングル状の上面部材28を設けている。   As shown in FIGS. 1 and 2, a drop lid support member 17 that protrudes downward so as to substantially follow the construction port 6 is fixed to the lower surface of the outer tub roof 4. The construction port 6 is usually oval or circular as shown in FIG. 10, whereas the drop lid support member 17 is fixed to the structural member 18 of the outer tub roof 4, for example, a hexagonal shape It is said. Such a shape is relatively easy to construct. A support portion 19 bent inward is provided at the lower end of the drop lid support member 17. The drop lid support member 17 is installed in advance when the outer tank roof 4 is constructed. Moreover, in the example of FIG. 1, the upper surface of the outer tub roof 4 from the upper end of the outer tub side wall 3 is not formed between the inner surface of the outer tub side wall 3 and the lower end upper surface of the outer tub roof 4. An angled upper surface member 28 extending horizontally toward is provided.

一方、図3、図4に示す如く、工事口6から挿入して落し蓋支持部材17の支持部19上に設置できるようにした落し蓋20を設ける。落し蓋20は、図4、図5に示す如く、3つに分割した蓋部材20a,20b,20cによって構成されており、中央の蓋部材20bの上面には、左右の蓋部材20a,20c上に載置して中央の蓋部材20bと左右の蓋部材20a,20cの間の隙間を塞ぐためのブラケット21が溶接22にて固定されている。蓋部材20a,20b,20cを支持する支持部19には、該支持部19を貫通して上部に突出するボルト23が支持部19の下面に溶接22にて固定されており、また、前記蓋部材20a,20b,20cには前記ボルト23に嵌合する孔24が形成してあり、孔24を前記ボルト23に嵌合し、ワッシャ25を介してナット26を締付けることにより各蓋部材20a,20b,20cは支持部19に固定されるようになっている。又、支持部19の上面と蓋部材20a,20b,20cの端部との間にはパテ等のシール材27を施すようにしている。更に、前記左右の蓋部材20a,20c上に載置される中央の蓋部材20bのブラケット21の端部と蓋部材20a,20cの上面との間にもパテ等のシール材27を施すようにしている。   On the other hand, as shown in FIGS. 3 and 4, a drop lid 20 is provided that can be installed on the support portion 19 of the drop lid support member 17 by being inserted from the construction port 6. As shown in FIGS. 4 and 5, the drop lid 20 is composed of three divided lid members 20a, 20b, and 20c. On the upper surface of the central lid member 20b, the left and right lid members 20a and 20c are arranged. A bracket 21 is fixed by welding 22 for mounting and closing a gap between the central lid member 20b and the left and right lid members 20a and 20c. The support portion 19 that supports the lid members 20a, 20b, and 20c has a bolt 23 that passes through the support portion 19 and protrudes upward, and is fixed to the lower surface of the support portion 19 by welding 22, and the lid The members 20a, 20b, and 20c are formed with holes 24 that fit into the bolts 23. By fitting the holes 24 into the bolts 23 and tightening the nuts 26 through washers 25, the lid members 20a, 20 b and 20 c are fixed to the support portion 19. Further, a sealing material 27 such as putty is applied between the upper surface of the support portion 19 and the end portions of the lid members 20a, 20b, and 20c. Further, a sealing material 27 such as putty is also applied between the end of the bracket 21 of the central lid member 20b placed on the left and right lid members 20a and 20c and the upper surface of the lid members 20a and 20c. ing.

又、図7に示す如く、工事口6の立上り部9を溶断によって除去した後の工事口6を溶接にて閉塞するための図12と同様の閉塞板14を設けている。   Further, as shown in FIG. 7, a closing plate 14 similar to FIG. 12 is provided for closing the construction port 6 after welding by removing the rising portion 9 of the construction port 6 by fusing.

次に、上記形態における外槽屋根工事口を閉止する方法について説明する。   Next, a method for closing the outer tub roof construction opening in the above embodiment will be described.

外槽屋根4を構築する際に、図1、図2に示すように下端に支持部19を備えた落し蓋支持部材17を予め外槽屋根4の下面に取り付けておく。又、支持部19には、図5に示したボルト23を固定しておく。前記落し蓋支持部材17は外槽屋根4の構造部材18に固定するようにした例えば六角形状とすることにより、比較的容易に構築することができる。   When constructing the outer tub roof 4, as shown in FIGS. 1 and 2, a drop lid support member 17 having a support portion 19 at the lower end is attached to the lower surface of the outer tub roof 4 in advance. Further, the bolts 23 shown in FIG. The drop lid support member 17 can be constructed relatively easily by using, for example, a hexagonal shape that is fixed to the structural member 18 of the outer tub roof 4.

工事口6を閉止するために立上り部9を溶断にて除去するに当たっては、まず閉止蓋11を立上り部9から除去し、続いて図3、図4に示す如く、工事口6から落し蓋20を挿入して落し蓋支持部材17の支持部19上に設置する。このとき、落し蓋20は3つに分割された蓋部材20a,20b,20cによって構成しているので、挿入設置作業を容易に行うことができる。図4、図5の例では、まず挿入した蓋部材20a,20cの孔24をボルト23に嵌合させて支持部19上に載置し、続いてワッシャ25を介してナット26により締付け、蓋部材20a,20cを支持部19に固定する。更に、支持部19の上面と蓋部材20a,20cの端部との間にパテ等のシール材27を施してシールする。次に、前記左右の蓋部材20a,20cの上部に蓋部材20bのブラケット21が載置されるように蓋部材20bを設置し、該蓋部材20bの端部も前記蓋部材20a,20cと同様に支持部19にボルト23によって固定すると共にシール材27でシールし、更に、ブラケット21の端部と蓋部材20a,20cの上面との間もパテ等のシール材27を施してシールする。   In order to remove the rising portion 9 by fusing in order to close the construction port 6, first, the closing lid 11 is removed from the rising portion 9, and then, as shown in FIGS. 3 and 4, the lid 20 is dropped from the construction port 6. It is inserted and dropped and installed on the support portion 19 of the lid support member 17. At this time, since the drop lid 20 is constituted by the lid members 20a, 20b, and 20c divided into three, the insertion and installation work can be easily performed. 4 and 5, the holes 24 of the inserted lid members 20a and 20c are first fitted on the bolts 23 and placed on the support portion 19, and then tightened by the nut 26 via the washer 25, The members 20 a and 20 c are fixed to the support portion 19. Further, a sealing material 27 such as a putty is applied between the upper surface of the support portion 19 and the ends of the lid members 20a and 20c for sealing. Next, the lid member 20b is installed so that the bracket 21 of the lid member 20b is placed on the left and right lid members 20a and 20c, and the end of the lid member 20b is also the same as the lid members 20a and 20c. Further, it is fixed to the support portion 19 with bolts 23 and sealed with a sealing material 27, and further, a sealing material 27 such as a putty is applied between the end portion of the bracket 21 and the upper surfaces of the lid members 20a and 20c for sealing.

続いて、図6に示す如く、立上り部9を溶断によって除去する。このとき、工事口6の下部は落し蓋支持部材17と落し蓋20によって包囲されており、且つシール材27によってシールされているので、溶断時の火の粉や切り屑等のゴミが下部に落下するのを完全に防止することができ、よって安全な作業を実施することができる。   Subsequently, as shown in FIG. 6, the rising portion 9 is removed by fusing. At this time, the lower part of the construction port 6 is surrounded by the drop lid support member 17 and the drop lid 20 and is sealed by the sealing material 27, so that dust such as sparks and chips at the time of fusing can fall to the lower part. It can be completely prevented and therefore safe work can be carried out.

次に、落し蓋支持部材17と落し蓋20の内部のゴミを除去し、必要に応じて図7に示す如く落し蓋支持部材17と落し蓋20の内部に保冷材29を装填した後、工事口6を覆うように閉塞板14を外槽屋根4上に設置し、溶接により外槽屋根4に固定する。   Next, the dust inside the drop lid support member 17 and the drop lid 20 is removed, and if necessary, a cold insulation material 29 is loaded inside the drop lid support member 17 and the drop lid 20 as shown in FIG. Thus, the blocking plate 14 is installed on the outer tank roof 4 and fixed to the outer tank roof 4 by welding.

上記により工事口6は閉止されるので、外槽側壁3の上端から外槽屋根4の下端上面にかけて肩部コンクリート13を打設することができる。   Since the construction port 6 is closed as described above, the shoulder concrete 13 can be placed from the upper end of the outer tank side wall 3 to the upper surface of the lower end of the outer tank roof 4.

上記したように、外槽屋根4を構築する際に、外槽屋根4の下面に落し蓋支持部材17を予め取り付けておき、工事口6を閉止する必要が生じたときに、工事口6から落し蓋20を挿入して落し蓋支持部材17の支持部19上に設置し、更に、落し蓋20と落し蓋支持部材17をシール材27でシールするようにしたので、立上り部9を溶断して除去する作業を実施しても、溶断時の火の粉や切り屑等のゴミを総て落し蓋20で受け止めることができ、よってゴミが下部に落下するのを完全に防止して安全な作業を実施することができる。   As described above, when the outer tank roof 4 is constructed, the lid support member 17 is attached to the lower surface of the outer tank roof 4 in advance, and when the construction port 6 needs to be closed, the lid is dropped from the construction port 6. 20 is inserted and installed on the support portion 19 of the drop lid support member 17, and the drop lid 20 and the drop lid support member 17 are sealed with the sealing material 27, so the work of removing the rising portion 9 by fusing is removed. Even if it is carried out, all dusts such as sparks and chips at the time of fusing can be dropped and received by the lid 20, so that it is possible to completely prevent the dust from falling to the lower part and perform a safe operation.

更に、立上り部9を溶断して除去する際に火の粉や切り屑等のゴミが落下するのを防止するための構成が、前記した落し蓋20の設置のみで行えるので、従来の火の粉養生足場15(図11)を設置する方法に比して、作業が著しく簡略化でき、短期間に容易且つ迅速に工事口を閉止することができる。   Furthermore, since the structure for preventing the fall of dust such as sparks and chips when the rising portion 9 is melted and removed can be performed only by installing the dropping lid 20 as described above, the conventional fire powder curing scaffold 15 ( Compared with the method of installing FIG. 11), the work can be remarkably simplified, and the construction entrance can be closed easily and quickly in a short time.

なお、本発明は上記した形態に限定されるものではなく、落し蓋支持部材及び落し蓋には種々の形状のものが採用できること、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、等は勿論である。   The present invention is not limited to the above-described embodiment, and various shapes can be adopted for the drop lid support member and the drop lid, and various modifications can be made without departing from the scope of the present invention. Of course.

本発明の外槽屋根工事口の閉止構造の実施の形態の一例を示す切断側面図である。It is a cut side view which shows an example of embodiment of the closing structure of the outer tank roof construction opening of this invention. 図1のII−II方向矢視図である。It is an II-II direction arrow line view of FIG. 落し蓋支持部材に落し蓋を挿入設置した状態を示す切断側面図である。It is a cutting | disconnection side view which shows the state which inserted and installed the drop cover in the drop cover support member. 図3のIV−IV方向矢視図である。It is an IV-IV direction arrow line view of FIG. 落し蓋を支持部に設置する構成を示す切断側面図である。It is a cutting | disconnection side view which shows the structure which installs a dropping lid in a support part. 落し蓋を設置した状態で立上り部を溶断した状態を示す切断側面図である。It is a cutting | disconnection side view which shows the state which melted up the standing part in the state which installed the drop lid. 工事口を閉塞板で閉塞した状態を示す切断側面図である。It is a cutting | disconnection side view which shows the state which obstruct | occluded the construction port with the obstruction board. 2重殻タンク方式の低温液化ガスタンクの一例を示す切断側面図である。It is a cut side view which shows an example of the low temperature liquefied gas tank of a double shell tank system. 従来の工事口の一例を示す切断側面図である。It is a cut side view which shows an example of the conventional construction opening. 図9のX−X方向矢視図である。It is a XX direction arrow line view of FIG. 工事口の下部に火の粉養生足場を設置した構成を示す切断側面図である。It is a cutting side view showing the composition which installed the spark curing scaffold in the lower part of the construction entrance. 工事口を閉塞板で閉塞した状態を示す切断側面図である。It is a cutting | disconnection side view which shows the state which obstruct | occluded the construction port with the obstruction board.

符号の説明Explanation of symbols

4 外槽屋根
6 工事口
9 立上り部
14 閉塞板
17 落し蓋支持部材
19 支持部
20 落し蓋
20a,20b,20c 蓋部材
27 シール材
4 Outer tank roof 6 Construction entrance 9 Rising part 14 Blocking plate 17 Drop cover support member 19 Support part 20 Drop cover 20a, 20b, 20c Cover member 27 Sealing material

Claims (4)

外槽屋根に立上り部を有する工事口が設けられた外槽屋根工事口の閉止方法であって、外槽屋根の下面に前記工事口に略沿うように落し蓋支持部材を予め設置し、工事口から落し蓋を挿入して落し蓋支持部材に気密に固定することにより工事口を閉塞した後、前記立上り部を切除し、その後工事口を外槽屋根の外部から閉塞板で閉塞することを特徴とする外槽屋根工事口の閉止方法。   A method for closing an outer tank roof work opening provided with a work opening having a rising part on the outer tank roof, and dropping the cover support member in advance on the lower surface of the outer tank roof so as to substantially follow the work opening, The construction opening is closed by inserting and dropping the lid and fixing it to the lid support member in an airtight manner, and then the rising portion is excised, and then the construction opening is closed from the outside of the outer tank roof with a closing plate. How to close the outer tank roof construction entrance. 前記蓋支持部材に固定する落し蓋をシール材にて気密に固定するようにしたことを特徴とする請求項1に記載の外槽屋根工事口の閉止方法。   2. The method for closing an outer tub roof construction opening according to claim 1, wherein a drop lid fixed to the lid support member is hermetically fixed with a sealing material. 外槽屋根に立上り部を有する工事口が設けられた外槽屋根工事口の閉止構造であって、外槽屋根の下面に前記工事口に略沿うように固定した落し蓋支持部材と、工事口から挿入しシール材を介して落し蓋支持部材に固定することにより工事口を気密に閉塞可能な落し蓋と、前記立上り部を切除した後の工事口を外槽屋根の外部から閉塞する閉塞板と、を備えたことを特徴とする外槽屋根工事口の閉止構造。   It is a closed structure of an outer tank roof construction opening provided with a construction opening having a rising part on the outer tank roof, and a drop lid support member fixed to the lower surface of the outer tank roof substantially along the construction opening, and from the construction opening A drop lid that can be closed airtightly by inserting and fixing it to the lid support member by dropping the seal material, and a closing plate that closes the work opening from the outside of the outer tub roof after the rising portion has been excised. The closed structure of the outer tank roof construction opening, characterized by having. 前記落し蓋が、複数に分割した蓋部材で構成されており、各蓋部材を工事口から挿入して落し蓋支持部材に並べて固定することにより工事口を気密に閉塞するようにしたことを特徴とする請求項3に記載の外槽屋根工事口の閉止構造。   The drop lid is composed of a plurality of lid members, and each of the lid members is inserted from the construction port, and is placed side by side on the lid support member to fix the construction port in an airtight manner. The closed structure of the outer tank roof construction opening according to claim 3.
JP2003420901A 2003-12-18 2003-12-18 Closing method and structure of outer tank roof construction entrance Expired - Fee Related JP4377671B2 (en)

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