JP2003321943A - Method of construction of reservoir and assembling member - Google Patents

Method of construction of reservoir and assembling member

Info

Publication number
JP2003321943A
JP2003321943A JP2002128714A JP2002128714A JP2003321943A JP 2003321943 A JP2003321943 A JP 2003321943A JP 2002128714 A JP2002128714 A JP 2002128714A JP 2002128714 A JP2002128714 A JP 2002128714A JP 2003321943 A JP2003321943 A JP 2003321943A
Authority
JP
Japan
Prior art keywords
side plate
storage tank
plate
constructing
shaped
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.)
Granted
Application number
JP2002128714A
Other languages
Japanese (ja)
Other versions
JP3947683B2 (en
Inventor
Koji Ishii
宏治 石井
Hiroshi Ota
宏 大田
Takayuki Higuchi
隆之 樋口
Masanori Tamada
正則 玉田
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.)
Ishii Iron Works Co Ltd
Original Assignee
Ishii Iron Works 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 Ishii Iron Works Co Ltd filed Critical Ishii Iron Works Co Ltd
Priority to JP2002128714A priority Critical patent/JP3947683B2/en
Publication of JP2003321943A publication Critical patent/JP2003321943A/en
Application granted granted Critical
Publication of JP3947683B2 publication Critical patent/JP3947683B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of construction of a reservoir and its assembling members for assembling and constructing the reservoir with good construction performance by improving workability of attaching and removing of temporary construction members and improving leak-prevention performance and balancing stability, by making the temporary construction members simple and functional, which members are used for assembling work of side boards by means of air-lifting. <P>SOLUTION: A flexible sealing member, which is removably attached to the whole periphery of a lower part of an inner surface of the uppermost side end board, carries out sealing while being in contact with a generally ring-shaped next stage side board wound around an outer surface of the uppermost side board when the sealing member is lifted up from a state of contact with a surface of a bottom plate, and on the other hand, the flexible seal member, which is attached onto the bottom plate, carries out sealing while being in contact with the next stage side board under pressure when the flexible sealing member is lifted up from the state of contact with the inner peripheral surface of the uppermost side board. Thereafter, the flexible sealing member similar to the one used for the uppermost side board is mounted onto the generally ring-shaped side boards to be lifted up one by one and the lower part of the next stage side boards wound around the outer periphery of the side board to be lifted up are sealed by the flexible sealing member on the bottom plate. <P>COPYRIGHT: (C)2004,JPO

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】この発明は、石油や水、低温
液化ガス等を貯蔵する屋根付き円筒貯槽の構築方法に関
し、詳しくは外槽屋根及び又は内槽屋根及び側板最上段
を組立てた後に、全体をエアーで浮上させてその下部に
次の段の側板を挿入して溶接接合し、順次このエアー浮
上と次下段の側板の挿入固着を繰り返して、地上の低位
置で側板全体を構築していく貯槽の構築方法とその構築
方法に使用する組立用部材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 a cylindrical storage tank with a roof for storing petroleum, water, low-temperature liquefied gas, etc., and more specifically, after assembling an outer tank roof and / or an inner tank roof and the uppermost side panel, Float the whole body with air, insert the side plate of the next stage below it and weld and join it, and repeat this air floating and inserting and fixing the side plate of the next lower stage in order to build the entire side plate at a low position on the ground. The present invention relates to a storage tank construction method and an assembly member used in the construction method.

【0002】[0002]

【従来の技術】屋根付き円筒貯槽の従来一般の構築方法
は、地上基礎の上に底板を敷設し、この底板の上に最下
段の側板を立設し、この側板の上端に次段の側板を溶接
し、その上端に順次側板を溶接して側壁を構築後、この
側壁の上部に架台やクレーンやエア浮上などによって貯
槽の屋根を架設するものである。
2. Description of the Related Art A conventional general method for constructing a cylindrical storage tank with a roof is to lay a bottom plate on a ground foundation, set a bottom side plate upright on the bottom plate, and install a next side plate at the upper end of this side plate. Weld the side walls by welding the side plates to the upper end one by one, and then build the roof of the storage tank on the upper part of the side wall with a stand, a crane, or air levitation.

【0003】[0003]

【発明が解決しようとする課題】上記従来一般の屋根付
き円筒貯槽の構築方法は、組立用架台を高く架設するた
め過大かつ繁雑であって頑強にしなければならず、仮設
の組立用設備が大掛かりとなるうえに、その設定に手間
を要する組立方法であり、また高く大きいクレーンを操
作するため、広い設置場所と移動場所を必要とする組立
方法であった。
In the conventional method for constructing a cylindrical storage tank with a roof, the conventional installation method for a cylindrical storage tank has to be oversized, complicated, and robust in order to erect the mounting base high, and a large amount of temporary assembly equipment is required. In addition, the setting method is a labor-intensive assembling method, and requires a wide installation place and a moving place because a tall and large crane is operated.

【0004】また、高く架設した架台上での高所作業
や、大きなクレーンを使用した吊り作業を伴うため、安
全性の確保が大変であった。
Further, it is difficult to ensure safety because it involves work at a high place on a pedestal that is erected high and suspension work using a large crane.

【0005】なお、エア浮上によって側板を組立てる構
築法も考えられているが、仮設の組立用部材が大掛かり
であったり、シール装置が複雑で頑強な構造であった
り、平衡装置が大掛かりになったりするうえに、シール
部の間隙からの漏れ対策や可撓性シール膜に皺が発生し
ないようにする取扱いが難しく、さらに側板の心合せの
作業も難しくなるという問題があった。
Although a construction method of assembling the side plates by air levitation is also considered, a temporary assembly member is large, a sealing device has a complicated and robust structure, and a balancing device is large. In addition, there is a problem that it is difficult to prevent leakage from the gap of the seal portion and to handle the flexible seal film so that wrinkles do not occur, and it becomes difficult to align the side plates.

【0006】この発明は、上述の問題点を解決するため
になされたもので、エアー浮上による側板の組立施工に
用いる仮設部材を簡便かつ機能的なものにして、仮設部
材の取付け取外しの作業性を向上し、さらに漏洩防止の
向上と平衡安定性を良くして、安全で施工性良く組立て
構築することができる貯槽の構築方法と組立用部材を提
供するものである。
The present invention has been made to solve the above-mentioned problems, and makes a temporary member used for assembling and constructing a side plate by air levitation simple and functional so that workability of attaching and detaching the temporary member can be improved. It is intended to provide a storage tank construction method and an assembly member capable of assembling and constructing a storage tank with improved safety, improved leakage prevention, and improved equilibrium stability, and being safe and easy to construct.

【0007】[0007]

【課題を解決するための手段】第1の発明の貯槽の構築
方法は、屋根と略リング状の最上段側板を底板上で構築
し、該構築した閉空間をシールした状態でエアーを供給
して上記屋根と最上段側板を浮上させ、順次略リング状
の側板同士を溶接して組立てる貯槽の構築方法におい
て、前記最上段側板の内面下部全周に取外し可能に取付
けた可撓性シール部材が、底板上に当接してシールした
状態から浮上時に最上段側板の外周面に巻付けた略リン
グ状の次段側板に当接しながらシールする一方、底板上
に取付けた可撓性シール部材が、最上段側板の内周面に
弾圧状態で当接した状態から浮上時に前記次段側板に弾
圧状態に当接しながらシールし、以後、順次浮上させる
略リング状側板には最上段側板と同様の可撓性シール部
材を取付けてシールするとともに、浮上させる側板の外
周面に巻付けた次段側板の下部を底板上の可撓性シール
部材にてシールするものである。
According to a first aspect of the present invention, there is provided a method of constructing a storage tank, wherein a roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed. In the method of constructing a storage tank in which the roof and the uppermost side plate are floated and the substantially ring-shaped side plates are sequentially welded to each other to be assembled, a flexible seal member detachably attached to the entire inner surface lower periphery of the uppermost side plate is , While contacting and sealing on the bottom plate to seal while contacting the substantially ring-shaped next-stage side plate wound around the outer peripheral surface of the uppermost-stage side plate during floating, while the flexible seal member mounted on the bottom plate is From the state of contacting the inner peripheral surface of the uppermost side plate in an elastic state, when floating, it seals while contacting the next stage side plate in the elastic state, and thereafter, the substantially ring-shaped side plate that is sequentially floated is the same as the uppermost side plate. Flexible seal member is attached and sealed Rutotomoni is intended to seal in the flexible seal member on the lower bottom plate of the next stage side plates wound on the outer peripheral surface of the side plate to float.

【0008】第2の発明の貯槽の構築方法は、屋根と略
リング状の最上段側板を底板上で構築し、該構築した閉
空間をシールした状態でエアーを供給して上記屋根と最
上段側板を浮上させ、順次略リング状の側板同士を溶接
して組立てる貯槽の構築方法において、前記最上段側板
に次段の略リング状側板の端部を重合させた状態で巻付
け、該巻付けた未溶接の側板重合部の外面に側板の周長
を縮めて調整するためのチェーンブロック等の緊結装置
を取付け、エアー浮上後、該緊結装置で周長を所定の長
さに縮め、余分な側板重合部の縦方向を切断し、溶接し
てリング状の側板を組立てるものである。
In the method for constructing a storage tank according to the second aspect of the present invention, a roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed to supply the air to the roof and the uppermost stage. In a method for constructing a storage tank in which side plates are floated and the substantially ring-shaped side plates are sequentially welded to each other to be assembled, the uppermost side plate is wound in a state in which an end portion of the next-stage substantially ring-shaped side plate is superposed, and the winding is performed. Attach a binding device such as a chain block on the outer surface of the unwelded side plate overlapping part to shorten and adjust the circumferential length of the side plate, and after air is floated, reduce the circumferential length to a specified length with the binding device. The side plate overlapping portion is cut in the vertical direction and welded to assemble a ring-shaped side plate.

【0009】第3の発明の貯槽の構築方法は、屋根と略
リング状の最上段側板を底板上で構築し、該構築した閉
空間をシールした状態でエアーを供給して上記屋根と最
上段側板を浮上させ、順次略リング状の側板同士を溶接
して組立てる貯槽の構築方法において、上記最上段側板
を含む浮上させる略リング状の側板は、該浮上させる側
板の外周面に巻付けた略リング状の次段側板に沿い、か
つ貯槽内部にガイドワイヤ等を用いた平衡装置にガイド
させながら均等浮上させるとともに、浮上する側板外面
と次段側板外面に取付けた浮上調整治具にて浮上時の側
板の回転防止と浮上位置決めを行なうものである。
In the method for constructing a storage tank according to a third aspect of the invention, a roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed to supply air to the roof and the uppermost stage. In a method of constructing a storage tank in which the side plates are floated and the substantially ring-shaped side plates are sequentially welded to each other to be assembled, the substantially ring-shaped side plates to be floated including the uppermost side plate are substantially wound around the outer peripheral surface of the side plate to be floated. Along the ring-shaped next-side side plate and while being guided by an equilibrium device using a guide wire, etc. inside the storage tank, it levitates evenly, and at the time of levitation with a levitation adjustment jig installed on the outer surface of the side plate to float It prevents the side plates from rotating and positions the levitation.

【0010】第1の発明の貯槽の構築方法に使用する組
立用部材のうち、浮上させる側板の内周面下部に取外し
可能に取付ける可撓性シール部材は、浮上する側板の下
端部の隙間からのエアーの漏洩を防止する側シール膜で
形成し、該側シール膜は側板の内周面所定高さ位置の固
定部材に固定して貯槽下部相当のコーナー部から底板相
当の内側に所定長さ延長形成するとともに、底板周縁近
傍に取付ける可撓性シール部材は、浮上させる略リング
状の側板の外周面に巻付けた次段の側板下端と底板との
隙間からのエアーの漏洩を防止する底シール膜で形成
し、該底シール膜は上記側シール膜の端部より離れた位
置の底板上の固着部材に固定して側シール膜の上部に重
ねて貯槽下部相当のコーナー部から側板方向に向けて延
長形成し、さらにこの底シール膜の上面に、側板への押
え部の高さを違えた押え板を設けたものである。
Among the assembling members used in the method for constructing the storage tank of the first invention, the flexible seal member detachably attached to the lower part of the inner peripheral surface of the side plate to be levitated is provided from the gap at the lower end of the side plate to levitate. It is formed of a side sealing film that prevents the air leakage of the side plate, and the side sealing film is fixed to a fixing member at a predetermined height position on the inner peripheral surface of the side plate, and a predetermined length is provided from a corner portion corresponding to the bottom of the tank to an inside corresponding to the bottom plate. The flexible seal member that is extended and attached near the periphery of the bottom plate is a bottom that prevents air leakage from the gap between the bottom plate and the lower end of the next side plate that is wound around the outer peripheral surface of the substantially ring-shaped side plate to be floated. It is formed of a sealing film, and the bottom sealing film is fixed to a fixing member on the bottom plate at a position distant from the end of the side sealing film and overlapped on the upper side of the side sealing film in the side plate direction from the corner portion corresponding to the lower part of the storage tank. To form an extension, The upper surface of the bottom sealing film, is provided with a presser plate Chigae the height of the pressing portion of the side plate.

【0011】第3の発明の貯槽の構築方法に使用する組
立用部材のうち、上記平衡装置は、貯槽内部の底板周縁
近傍に所定間隔をおいて立設した架台と、この架台に取
付けた上下複数の滑車と、この滑車に懸架して放射状に
配設したガイドワイヤと、該ガイドワイヤに係止して均
等上昇するように浮上する略リング状の側板内面に取付
けたガイド治具とで形成したものである。
Among the assembling members used in the method for constructing the storage tank of the third invention, the above-mentioned equilibrium device is a stand installed upright at a predetermined interval in the vicinity of the periphery of the bottom plate inside the storage tank, and a top and bottom mounted on this stand. Formed by a plurality of pulleys, a guide wire that is radially suspended from the pulleys, and a guide jig that is attached to the inner surface of a substantially ring-shaped side plate that locks on the guide wires and floats so as to rise evenly It was done.

【0012】第3の発明の貯槽の構築方法に使用する組
立用部材のうち、上記浮上調整治具は、浮上する略リン
グ状の側板の外周面に巻付けた次段の略リング状側板の
外周面上端近傍に設ける下部ブラケットと、浮上させる
側板より直上に位置する側板の外周面下部に対向させて
設ける上部ブラケットと、この上部ブラケットと下部ブ
ラケットの間に架け渡して締付けを行う浮上調整ボルト
とで形成したものである。
Among the assembling members used in the method for constructing the storage tank of the third invention, the above-mentioned levitation adjusting jig is a substantially ring-shaped side plate of the next stage wound around the outer peripheral surface of the floating substantially ring-shaped side plate. A lower bracket provided near the upper end of the outer peripheral surface, an upper bracket provided so as to face the lower outer peripheral surface of the side plate located directly above the side plate to be levitated, and a levitation adjustment bolt that spans between the upper bracket and the lower bracket for tightening. It was formed by and.

【0013】[0013]

【発明の実施の形態】この発明に係る貯槽の構築方法、
及びその構築方法に使用する組立用部材について、高床
式底版を有しサスペンションデッキタイプの二重殻低温
貯槽の場合を事例にして図面を参照しながら説明する。
図1乃至図3は、エアー浮上によっ側板を組立て施工す
る状況を示すもので、図1はエアー浮上開始前の概略
図、図2はエアー浮上途中の概略図、そして図3は、上
から1段目の最上段側板のエアー浮上が終了した状態の
概略図である。
BEST MODE FOR CARRYING OUT THE INVENTION A method for constructing a storage tank according to the present invention,
The assembly member used in the construction method will be described with reference to the drawings, taking a case of a suspension deck type double shell low temperature storage tank having a raised floor bottom plate as an example.
1 to 3 show a situation in which side plates are assembled and constructed by air levitation. FIG. 1 is a schematic diagram before starting air levitation, FIG. 2 is a schematic diagram during air levitation, and FIG. It is a schematic diagram in the state where the air levitation of the uppermost 1st step side plate was completed.

【0014】1は高床式の底版で、地面の上に鉄筋コン
クリート構造に形成する。2は貯槽の金属製底板で、高
床式底版1の上に敷設する。この底板2の上で、円周略
リング状の最上段に位置する上1段目側板3aと、屋根
板4a及びコーナー部に位置するコンプレッションリン
グ4bと、内槽屋根に相当するサスペンションデッキ4
cを組立て一体の閉空間に構築する。この上1段目側板
3aの立設位置は、底板2の上に貯槽の内径に合わせた
位置の側板内面側に、隔接して複数個の駒又はピース板
6aを取付け、この駒又はピース板6aに沿って略リン
グ状に上1段目側板3aを配置して側板相互の縦継手部
を溶接し、さらに、次に挿入する側板の板厚を配慮した
外側位置に、外側への移動を規制し位置決めをする駒又
はピース板6bなどを取付ける。
Numeral 1 is a raised floor bottom slab, which is formed on the ground in a reinforced concrete structure. Reference numeral 2 denotes a metal bottom plate of the storage tank, which is laid on the raised floor bottom plate 1. On this bottom plate 2, the upper first side plate 3a located at the uppermost stage of the substantially circular ring shape, the roof plate 4a and the compression ring 4b located at the corner, and the suspension deck 4 corresponding to the inner tank roof.
c is assembled and constructed in an integrated closed space. The upper first side plate 3a is installed upright on the bottom plate 2 on the inner surface of the side plate at a position corresponding to the inner diameter of the storage tank, and a plurality of pieces or piece plates 6a are attached in a spaced manner. The upper first-stage side plate 3a is arranged in a ring shape along 6a, the vertical joints of the side plates are welded to each other, and further the outer side is moved to the outer position in consideration of the plate thickness of the side plate to be inserted next. A piece or piece plate 6b for restricting and positioning is attached.

【0015】次に、上から2段目の側板3bを、上記略
リング状に組立てた上1段目側板3aの外側に密接さ
せ、側板相互の縦継手部を1層だけ溶接し、未溶接で重
合する側板重合部11を設けて巻付けるとともに 締付
け用のチェーンブロックを取付け、下端は溶接すること
なくリング状に組立てる。そして、この巻付けた上2段
目側板3bの外周下端部に、隔接して複数個のターンバ
ックル6c等よりなる浮上防止の固定用治具6を設置す
る。
Next, the second side plate 3b from the top is brought into close contact with the outside of the upper first side plate 3a assembled in the above-mentioned substantially ring shape, and only one layer of the vertical joints of the side plates is welded to each other. The side plate overlapping part 11 that overlaps with is provided and wound, and a chain block for tightening is attached, and the lower end is assembled into a ring shape without welding. Then, a floating prevention fixing jig 6 including a plurality of turnbuckles 6c and the like is installed on the outer peripheral lower end portion of the wound upper second side plate 3b so as to be spaced from each other.

【0016】エアー浮上によって側板の組立施工を行う
ための送気装置5は、送風機5aと配管設備5bとエア
ー入口5cとからなり、図示例では高床式の底版1から
導入する事例を示す。なお、高床式の底版1を有しない
地面基礎に載置した貯槽の場合には、エアー入口5c
は、基礎の一部を掘削して底板2に開孔して設けるか、
或いは屋根4に取付くマンホールやノズル等を利用す
る。
The air blower 5 for assembling and constructing the side plates by air levitation comprises a blower 5a, a piping facility 5b, and an air inlet 5c. In the case of a storage tank placed on the ground foundation without the stilt bottom plate 1, the air inlet 5c
Is provided by drilling a part of the foundation and opening a hole in the bottom plate 2, or
Alternatively, a manhole or nozzle attached to the roof 4 is used.

【0017】7は平衡装置で、側板高さよりもやや高い
複数の支柱7aを底板2上の対称位置に立設し、この支
柱7aの上下に複数個のガイドローラ7bを取付け、ま
た上1段目側板3aの内面下部のリブ板にUボルト又は
ワイヤクリップからなるガイド治具7cを取付け、この
ガイド治具7cにガイドワイヤ7dを固着し、このガイ
ドワイヤ7dをガイドローラ7bに懸架して底板2上に
放射状に張設し、屋根及び側板が浮上する際に水平状態
を維持し円滑に均等上昇するように形成する。
Reference numeral 7 denotes a balancer, which has a plurality of columns 7a slightly higher than the side plate height, standing upright at symmetrical positions on the bottom plate 2, and a plurality of guide rollers 7b mounted above and below the column 7a. A guide jig 7c composed of a U bolt or a wire clip is attached to a rib plate on the lower inner surface of the eye side plate 3a, a guide wire 7d is fixed to the guide jig 7c, and the guide wire 7d is suspended on a guide roller 7b to form a bottom plate. It is stretched in a radial pattern on 2 and is formed so that the roof and the side plate maintain a horizontal state when they float, and rise smoothly and evenly.

【0018】エアーの漏洩を防止する可撓性シール部材
8は、図2に示すように、巻付けた上2段目側板3bの
下端の底板上面からのエアーの漏洩を防止するように、
図6に示し後述する押え板16を備えた底シール膜8a
と、浮上時に上1段目側板3a下面から上方側面にわた
る隙間からのエアーの漏洩を防止する側シール膜8bと
で形成する。9は浮上した上1段目側板3aの外周面と
その下部に位置する次段の上2段目側板3bの軸心を一
致させて外周面を肌合わせするための肌合せ用の当て板
で、この肌合せ用当て板9は挿入する上2段目側板3b
の外周面に所定ピッチで複数個隔接して設ける。10は
浮上調整治具で、図7に示し後述する、下部ブラケット
10a、上部ブラケット10b、及び浮上調整ボルト1
0cなどを備える。
As shown in FIG. 2, the flexible sealing member 8 for preventing air leakage prevents air leakage from the upper surface of the bottom plate at the lower end of the wound upper second side plate 3b.
Bottom sealing film 8a provided with a holding plate 16 shown in FIG. 6 and described later
And a side seal film 8b that prevents air from leaking from a gap extending from the lower surface of the upper first-stage side plate 3a to the upper side surface during floating. The reference numeral 9 designates a contact plate for matching the outer peripheral surface of the upper first-stage side plate 3a and the outer peripheral surface of the next upper-stage second side plate 3b located below the upper-stage side plate 3a so that the outer peripheral surfaces thereof are brought into contact with each other. , The skin contact pad 9 is the upper second side plate 3b to be inserted.
A plurality of them are provided at a predetermined pitch on the outer peripheral surface of the. Reference numeral 10 denotes a levitation adjusting jig, which includes a lower bracket 10a, an upper bracket 10b, and a levitation adjusting bolt 1 shown in FIG. 7 and described later.
0c and the like.

【0019】上述し図1に示したように屋根及び側板最
上段を設置した後に、以下図2乃至図3に示す浮上施工
を行う。図2に示すように、送風機5aを用いてエアー
入口5cから空気を屋根下部へ導入し、底シール膜8a
及び側シール膜8bが弾圧状態で当接し隙間をシールし
漏洩を防止した状態で、屋根板4a及び上1段目側板3
aを上2段目の挿入側板3b内面に沿わせ、かつガイド
ワイヤ7d等の平衡装置7によって案内させ円滑に浮上
させる。
After the roof and the uppermost side plate are installed as described above and shown in FIG. 1, the floating work shown in FIGS. 2 to 3 is performed. As shown in FIG. 2, air is introduced into the lower part of the roof from the air inlet 5c using the blower 5a, and the bottom sealing film 8a
The roof plate 4a and the upper first-stage side plate 3 with the side seal film 8b and the side seal film 8b in contact with each other in an elastic state to seal the gap and prevent leakage.
The surface a is guided along the inner surface of the upper second insertion side plate 3b, and is guided by the balancing device 7 such as the guide wire 7d to be smoothly levitated.

【0020】そして、図3に示すように、屋根及び上1
段目側板3aが上2段目側板3bの最上部まで浮上した
状態で、側板重合部の緊結装置(図示せず)を用いて貯
槽内側に引き寄せるのと同時に、上2段目側板3bの外
側に取付けた駒と上2段目側板との隙間に角矢を打ち、
下方に位置する上2段目側板3bを図の水平矢印方向に
押し込み、側板内面の駒に押当て真円を保持する。次い
で、肌合せ用当て板9を上1段目側板3aに押当て、エ
アー浮上する屋根及び上1段目側板3aが水平移動しな
いようにし軸心を合わせるとともに、浮上終端部での変
動を滑らかに規制して円周方向に回転移動しないように
位置決めするための浮上調整治具10、つまり下部ブラ
ケット10aと上部ブラケット10b間の浮上調整ボル
ト10cを調整し締付けて固定する。
Then, as shown in FIG. 3, the roof and the top 1
At the same time as the upper side second plate 3b is pulled up to the inside of the storage tank by using the binding device (not shown) of the side plate overlapping part while the upper side plate 3a is floating to the uppermost part of the upper second side plate 3b. Strike a square arrow in the gap between the piece attached to and the upper second side plate,
The upper second stage side plate 3b located below is pushed in the direction of the horizontal arrow in the figure, and is pressed against the piece on the inner face of the side plate to hold the perfect circle. Next, the skin contact pad 9 is pressed against the upper first-stage side plate 3a so that the air floating roof and the upper first-stage side plate 3a do not move horizontally and the axes are aligned, and the fluctuation at the floating end is smoothed. The levitation adjusting jig 10 for positioning so as not to rotate and move in the circumferential direction, that is, the levitation adjusting bolt 10c between the lower bracket 10a and the upper bracket 10b is adjusted and tightened and fixed.

【0021】そして、上1段目側板3aと上2段目側板
3bの水平継手部の仮付け溶接を行った後、エアーの挿
入を中止する。次いで重合し余分な側板重合部11の側
板をガス切断にて除去し、開先加工して縦継手部を製作
する。続いて上2段目側板3aの縦継手部の2層目以降
の溶接を行い、さらに上1段目側板3aと上2段目側板
3bの水平継手部の本溶接を行い下部の上2段目側板3
bと一体構造とする。
After the temporary joint welding of the horizontal joint portions of the upper first side plate 3a and the upper second side plate 3b is performed, the air insertion is stopped. Then, the side plates of the superposed side plate superposition section 11 are superposed and removed by gas cutting, and groove processing is carried out to manufacture a vertical joint section. Subsequently, the welding of the second and subsequent layers of the vertical joint portion of the upper second stage side plate 3a is performed, and further the main joint of the horizontal joint portion of the upper first stage side plate 3a and the upper second stage side plate 3b is performed, and the upper second stage of the lower portion. Eye side plate 3
Integral structure with b.

【0022】次いで、上記と同様の手順に従って、図示
しないが、上から次の段に位置する側板(3c)を、上
記略リング状に固着した上2段目側板3bの外周に巻付
けて組立てる。そして、上記図1と同様にエアー浮上用
のシール装置等を設置し、上記図2乃至図3と同様のエ
アー浮上施工を行う。上記図1乃至図3に示して説明し
た一連の施工手順を繰り返すことによって、底板2上の
低い位置で側板3を上段から下段へ、順次エアー浮上に
より必要段数の側板を順次溶接して組立施工し、最後に
最下段側板と底板を溶接して外槽貯槽の構築を完了す
る。
Next, according to the same procedure as above, although not shown, the side plate (3c) located in the next stage from the top is wound around the outer periphery of the upper second stage side plate 3b fixed in the above-mentioned ring shape to assemble. . Then, as in the case of FIG. 1, the air levitation sealing device and the like are installed, and the air levitation work is performed in the same manner as in FIGS. 2 to 3. By repeating the series of construction steps shown and described in FIGS. 1 to 3 above, the side plates 3 are assembled at the lower position on the bottom plate 2 by sequentially welding the required number of side plates from the upper stage to the lower stage by air levitation. Finally, the bottom side plate and the bottom plate are welded to complete the construction of the outer tank.

【0023】そして、図示はしないが、上記外槽の構築
後に、外槽側板の一部に作業用の開口部を設け、内槽の
保冷工事や底板の敷設、溶接接合などを行う。そして、
内槽側板を外槽内面に取付けた回転レールに小型クレー
ンを用いた方法やジャッキアップ工法などを用いて作業
性良く組立て施工し、貯槽の内槽を構築した後に、上記
作業用の開口部を塞いで、サスペンションデッキタイプ
の二重殻低温貯槽を完成させる。このように、外槽を構
築後に内槽の組立施工を行う工法は、雨や風等の天候に
影響なく作業できるため、工期短縮などの効率化が図ら
れ、高品質の貯槽を提供することができる。
Although not shown, after the outer tank is constructed, a working opening is provided in a part of the outer tank side plate, and cold insulation work for the inner tank, laying of the bottom plate, and welding are performed. And
After constructing the inner tank of the storage tank by constructing the inner tank of the storage tank on the rotating rail with the inner tank side plate attached to the inner surface of the outer tank using a small crane or jack-up method, the opening for the above work is constructed. The suspension deck type double shell low temperature storage tank is completed. In this way, the construction method of assembling the inner tank after constructing the outer tank can work without affecting the weather such as rain and wind, so the efficiency of the construction period can be shortened and a high-quality storage tank can be provided. You can

【0024】図4は、内外に位置する側板及び平衡装置
の位置関係を示す一部省略した水平断面説明図、図5は
その一部分の側板重合部近傍を示す側面説明図である。
平衡装置7は、支柱7a,ガイドローラ7b,ガイド治
具7c,及びガイドワイヤ7dからなり、底板2上に平
面放射状に配設する。上から1段目の側板3aは、貯槽
内径位置の円周に沿って複数個等間隔に配設した駒又は
ピース板6a,6b等からなる固定用治具6(一部のみ
図示している)に当接して略リング状に組立結合し、そ
の外側に上から2段目の側板3bを略リング状に巻付け
るように接触させて配置する。
FIG. 4 is a partially omitted horizontal cross-sectional explanatory view showing the positional relationship between the side plates located inside and outside and the balancing device, and FIG. 5 is a side view explanatory view showing a part of the side plate overlapping portion.
The equilibrium device 7 includes a column 7a, a guide roller 7b, a guide jig 7c, and a guide wire 7d, and is arranged on the bottom plate 2 in a plane radial pattern. The first side plate 3a from the top is a fixing jig 6 (only a part of which is shown) including pieces or piece plates 6a and 6b arranged at equal intervals along the circumference of the storage tank inner diameter position. ) And assembled and coupled in a substantially ring shape, and the second side plate 3b from the top is placed in contact with the outside so as to be wound in a substantially ring shape.

【0025】この2段目側板3bには、2箇所の側板重
合部11を設け、この側板重合部11以外の縦継手部は
シール性の確保と溶接歪の発生を抑制するために、1層
だけ溶接しておく。この側板重合部11は、図4及び図
5に示すように、縦方向に溶接をしない重ね合わせ部を
設け、緊結装置12によって1段目側板と2段目側板を隙
間のない状態に圧接して固定する。この緊結装置12
は、側板重合部11の端縁の両側を架け渡す位置に設け
た固着部材12a,12aと、その間を緊張させるチェ
ーンブロック12bやターンバックル等の緊張具にて形
成する。なお、側板重合部11は、側板3bの対向する
2箇所の位置に設けた場合を示したが、貯槽の径の大き
さに対応して1箇所又は複数箇所に設け、この側板重合
部11を設ける位置は、側板各段毎に垂直方向の位置を
ずらせるなどして側板全体に対して配置バランスを保つ
ようにする。
The second-stage side plate 3b is provided with two side plate overlapped portions 11, and the vertical joints other than the side plate overlapped portion 11 are formed of a single layer in order to secure the sealing property and suppress the occurrence of welding distortion. Just weld. As shown in FIG. 4 and FIG. 5, the side plate overlapping portion 11 is provided with an overlapping portion that does not weld in the vertical direction, and the binding device 12 presses the first side plate and the second side plate so that there is no gap between them. To fix. This binding device 12
Is formed by fixing members 12a, 12a provided at positions where both sides of the edge of the side plate overlapping portion 11 are bridged, and a tensioning tool such as a chain block 12b or a turnbuckle for tensioning between them. In addition, the side plate overlapping part 11 is shown in the case where it is provided at two positions facing each other on the side plate 3b, but it is provided at one position or at a plurality of positions corresponding to the size of the diameter of the storage tank. As for the positions of the side plates, the vertical position of each side plate is shifted so as to maintain the arrangement balance with respect to the entire side plate.

【0026】そして、内側の側板3aをエアー浮上させ
た後には、チェーンブロック12bを締付けて側板3b
の周長を収縮させるのと同時に側板3bの外側に取付け
た駒と側板との間に角矢を打入れ、外側の側板3bを下
端部に押込み挿入して内側に取付けた駒に圧接して真円
を確保し、重合する余分な側板重合部11を切り取り、
開先加工し縦継手を溶接して所定周長寸法の円周略リン
グ状に結合する。
After the inner side plate 3a is floated by air, the chain block 12b is tightened and the side plate 3b is tightened.
At the same time as shrinking the circumference of the side plate, a square arrow is inserted between the piece attached to the outside of the side plate 3b and the side plate, and the outside side plate 3b is pushed in at the lower end to be pressed into contact with the piece attached to the inside. Secure the circle and cut off the excess side plate overlapped part 11 to overlap,
Grooves are processed and the vertical joints are welded and joined in a substantially circular ring shape having a predetermined circumferential length.

【0027】図6は、側板下部を拡大して示す縦断面説
明図で、(a)は可撓性シール部材8の取付状態を示
し、(b)は浮上途中の状態を示す。図6(a)に示す
ように、先ず上1段目側板3aの内周面所定高さ位置に
設けた固定部材14に側シール膜8bを固定する。この
側シール膜8bは、貯槽下部相当のコーナー部から底板
2相当の内側に所定長さ延長させる。次いで、この側シ
ール膜8bの延長先端部より離れた位置の底板2上の固
着部材15に底シール膜8aを固定する。この底シール
膜8aは、上記側シール膜8bの上部に重ねて貯槽下部
相当のコーナー部から側板上方に向けて延長させる。
6A and 6B are explanatory longitudinal sectional views showing the lower side plate in an enlarged manner. FIG. 6A shows a mounted state of the flexible seal member 8, and FIG. 6B shows a state in the middle of floating. As shown in FIG. 6A, first, the side seal film 8b is fixed to the fixing member 14 provided at a predetermined height position on the inner peripheral surface of the upper first side plate 3a. The side sealing film 8b extends a predetermined length from the corner portion corresponding to the lower portion of the storage tank to the inside corresponding to the bottom plate 2. Next, the bottom sealing film 8a is fixed to the fixing member 15 on the bottom plate 2 at a position apart from the extension tip of the side sealing film 8b. The bottom seal film 8a is superposed on the upper part of the side seal film 8b and extends from the corner portion corresponding to the lower part of the storage tank toward the upper side plate.

【0028】また、底シール膜8aの上面には、上記固
着部材15に固定した押え板16を設ける。この押え板
16は、周方向に複数分割形成した幅広の薄板で形成
し、図6(b)に示すように、屋根及び側板の浮上に伴
い、底シール膜8aが上1段目側板3aの側シール膜8
bの上部から上2段目側板3bに移動する際に、自重、
或いはバネ装着などによって弾圧状態に当接し、底シー
ル膜8aが捲れ上がったり縮んだりすることがなく、貯
槽下部相当のコーナー部をしっかりシールする役目を持
たせる。
A pressing plate 16 fixed to the fixing member 15 is provided on the upper surface of the bottom seal film 8a. The holding plate 16 is formed of a wide thin plate formed by dividing the holding plate 16 in the circumferential direction. As shown in FIG. 6B, the bottom sealing film 8a is formed on the upper first side plate 3a as the roof and the side plate float. Side seal film 8
When moving from the upper part of b to the upper second side plate 3b, its own weight,
Alternatively, the bottom seal film 8a does not roll up or contract due to the elastic contact by a spring attachment or the like, and has a function of firmly sealing the corner portion corresponding to the lower part of the storage tank.

【0029】そして、図7に例示するように、押え板1
6は、縦長で底シール膜8aの上方を押える押え板16
aと、縦に短かめで底シール膜8aの下方を押える押え
板16bとで形成し、交互の段差状に配設する。このよ
うに、側板への押え高さ位置を交互に違え当接部を分散
することによって、押える支点が異なり押える荷重が分
散されるため押圧領域がより広くでき一層捲くれ上がり
難くしている。また、底シール膜8aが上1段目側板か
ら上2段目側板に移動する際、先に低い位置の押え板1
6bが上2段目側板に移行し、上1段目側板と上2段目
側板の両段に押え板16bで押接された底シール膜8a
となり、次に高い位置の押え板16aが上2段目側板に
移行し、段差がある部分の底シール膜8aの移動が皺に
なったり巻き込んだりせず、スムーズにシール性良くで
きる。
Then, as illustrated in FIG. 7, the holding plate 1
6 is a holding plate 16 which is vertically long and holds the bottom sealing film 8a above.
a and a holding plate 16b that presses the bottom sealing film 8a below the bottom sealing film 8a with a short vertical length, and are arranged in alternate steps. As described above, by alternately changing the pressing height positions to the side plate and distributing the contact portions, the pressing points are different and the pressing load is distributed, so that the pressing area can be made wider and it is more difficult to roll up. Further, when the bottom seal film 8a moves from the upper first-stage side plate to the upper second-stage side plate, the lower holding plate 1 is first moved.
6b is transferred to the upper second-stage side plate, and the bottom seal film 8a is pressed by both the upper first-stage side plate and the upper second-stage side plate by the retainer plate 16b.
Then, the holding plate 16a at the next higher position moves to the upper second side plate, and the movement of the bottom seal film 8a at the stepped portion does not become wrinkled or entangled, and a smooth sealing property can be achieved.

【0030】図8は、エアー浮上した後に、上下に位置
する側板3,3a,3b,3cを肌合わせした状態にお
ける、平衡装置7及び浮上調整治具10を示す縦断面説
明図である。側板3a,3bは、円周方向隔接して立設
した支柱7a,複数のガイドローラ7b,側板に固着し
たガイド治具7c,図の矢印方向に懸架したガイドワイ
ヤ7dからなる平衡装置7によって、水平を保持しなが
ら円滑で均等かつ垂直にエアー浮上する。そして、上3
段目側板3cを図の水平破線矢印方向に押込んで、側板
3bと側板3cの垂直面を、肌合せ用当て板(図示せ
ず)を用いて合致させると同時に、下部ブラケット10
aと直上に位置する上部ブラケット10bとの間に架け
渡された浮上調整ボルト10cとからなる過浮上防止の
ための浮上調整治具10によって位置決め固定される。
この浮上調整ボルト10cによる位置決め固定は、上部
ブラケット10bに貯槽中心方向に設けた長穴に棒状ボ
ルトを挿通し、回転移動を防止し軸心位置と浮上距離を
調整しながら作業性良くナットにて締付ける。
FIG. 8 is a vertical cross-sectional explanatory view showing the balancing device 7 and the levitation adjusting jig 10 in a state in which the upper and lower side plates 3, 3a, 3b, 3c are brought into contact with each other after air levitation. The side plates 3a and 3b are supported by a balancer 7 including a column 7a standing upright in a circumferentially spaced manner, a plurality of guide rollers 7b, a guide jig 7c fixed to the side plate, and a guide wire 7d suspended in the direction of the arrow. Air is levitated smoothly, evenly and vertically while maintaining horizontal. And top 3
The step side plate 3c is pushed in the direction of the horizontal broken line arrow in the figure, and the vertical surfaces of the side plate 3b and the side plate 3c are matched with each other by using a skin contact pad (not shown), and at the same time, the lower bracket 10
It is positioned and fixed by a levitation adjusting jig 10 for preventing excessive levitation, which is composed of a levitation adjusting bolt 10c laid between a and an upper bracket 10b located immediately above.
For positioning and fixing with the levitation adjusting bolt 10c, a rod-shaped bolt is inserted into a long hole provided in the upper bracket 10b in the center direction of the storage tank to prevent rotational movement and adjust the shaft center position and levitation distance with a nut for good workability. Tighten.

【0031】[0031]

【発明の効果】上述のように、第1の発明の貯槽の構築
方法は、屋根と略リング状の最上段側板を底板上で構築
し、該構築した閉空間をシールした状態でエアーを供給
して上記屋根と最上段側板を浮上させ、順次略リング状
の側板同士を溶接して組立てる貯槽の構築方法におい
て、前記最上段側板の内面下部全周に取外し可能に取付
けた可撓性シール部材が、底板上に当接してシールした
状態から浮上時に最上段側板の外周面に巻付けた略リン
グ状の次段側板に当接しながらシールする一方、底板上
に取付けた可撓性シール部材が、最上段側板の内周面に
弾圧状態で当接した状態から浮上時に前記次段側板に弾
圧状態に当接しながらシールし、以後、順次浮上させる
略リング状側板には最上段側板と同様の可撓性シール部
材を取付けてシールするとともに、浮上させる側板の外
周面に巻付けた次段側板の下部を底板上の可撓性シール
部材にてシールするので、分割された可撓性シール部材
で各シール部の漏洩防止が効率良くでき、幅広のシール
部材を使用する必要がないため、皺になったり巻き込ん
だりすることがなく、弾圧状態に当接したシール部材の
密着性も良くシール性能の向上が図れ、可撓性シール部
材の取扱いもやり易く取付け取外しの作業性も向上す
る。
As described above, according to the method of constructing the storage tank of the first invention, the roof and the substantially ring-shaped uppermost side plate are constructed on the bottom plate, and air is supplied in a state where the constructed closed space is sealed. In the method of constructing a storage tank in which the roof and the uppermost side plate are floated and the substantially ring-shaped side plates are sequentially welded to each other to be assembled, a flexible seal member removably attached to the entire lower circumference of the inner surface of the uppermost side plate. However, from the state of contacting and sealing on the bottom plate to seal while contacting with the substantially ring-shaped next-stage side plate wound around the outer peripheral surface of the uppermost-stage side plate when floating, the flexible seal member mounted on the bottom plate is , A state in which the inner peripheral surface of the uppermost side plate is in contact with the inner peripheral surface in an elastic state is sealed while contacting with the next stage side plate in an elastic state during floating, and thereafter, a substantially ring-shaped side plate that is sequentially floated is similar to the uppermost side plate. Flexible seal member is attached and sealed In addition, since the lower part of the next-stage side plate wrapped around the outer peripheral surface of the side plate to be levitated is sealed by the flexible seal member on the bottom plate, it is efficient to prevent leakage at each seal part by the divided flexible seal member. Since it is good and does not require the use of a wide sealing member, it does not become wrinkled or entangled, and the sealing member in contact with the elastic state also has good adhesion and can improve the sealing performance. The handling of the members is easy and the workability of attaching and detaching is improved.

【0032】第2の発明の貯槽の構築方法は、エアー浮
上させる最上段側板に、次段の略リング状側板の端部を
重合させた状態で巻付け、該巻付けた未溶接の側板重合
部の外面に側板の周長を縮めて調整するためのチェーン
ブロック等の緊結装置を取付け、エアー浮上後、該緊結
装置で周長を所定の長さに縮め、余分な側板重合部の縦
方向を切断し、溶接してリング状の側板を組立てるの
で、緊結装置で側板重合部を圧接させて側板の側面接合
部からのエアーの漏洩防止が図られ、周長の調整も締付
けによって簡単容易にでき、その後に余分な部分を除去
し溶接して、側板を作業性良く構築することができる。
このように、側板の組立て切断、溶接の一連の作業は、
仮設足場を必要とせず地上の低位置で、安全に作業性良
く行うことができる。
The method of constructing a storage tank according to the second aspect of the present invention is such that the uppermost side plate on which air is floated is wound with the end portion of the substantially ring-shaped side plate of the next stage being superposed, and the wound unwelded side plate is superposed. Attach a binding device such as a chain block on the outer surface of the part to reduce the peripheral length of the side plate and adjust it.After air is floated, the peripheral length is reduced to a predetermined length by the binding device, and the excess side plate overlaps in the vertical direction. Since the ring-shaped side plate is assembled by cutting and welding, the side plate overlapping part is pressed into contact with the binding device to prevent air from leaking from the side plate side part, and the circumferential length can be easily adjusted by tightening. Then, after removing the excess portion and welding, the side plate can be constructed with good workability.
In this way, a series of work of assembling and cutting the side plate, welding
It does not require a temporary scaffold and can be safely and efficiently operated at a low position on the ground.

【0033】第3の発明の貯槽の構築方法は、エアー浮
上させる略リング状の側板は、該浮上させる側板の外周
面に巻付けた略リング状の次段側板に沿い、かつ貯槽内
部にガイドワイヤ等を用いた平衡装置にガイドさせなが
ら均等浮上させるとともに、浮上する側板外面と次段側
板外面に取付けた浮上調整治具にて浮上時の側板の回転
防止と浮上位置決めを行なうので、屋根及び側板の平衡
状態を保持し、偏荷重を生ずることなく、円滑で均等か
つ安全に浮上させることができるとともに、浮上終端部
での停止と固定を安全に作業性良く行うことができる。
In the method for constructing the storage tank of the third invention, the substantially ring-shaped side plate for floating the air is guided along the substantially ring-shaped next-stage side plate wound around the outer peripheral surface of the side plate for floating, and is guided inside the storage tank. While evenly floating while guiding it to a balancing device that uses wires, etc., the side plate outer surface to be levitated and the levitation adjustment jig attached to the outer surface of the next-stage side plate prevent the side plate from rotating during levitation and the levitation positioning. It is possible to maintain the equilibrium state of the side plates, to levitate smoothly and evenly and safely without causing an unbalanced load, and to stop and fix at the levitation terminal end safely and with good workability.

【0034】第1の発明の貯槽の構築方法に使用する組
立用部材のうち、浮上させる側板の内周面下部に取外し
可能に取付ける可撓性シール部材は、浮上する側板の下
端部の隙間からのエアーの漏洩を防止する側シール膜で
形成し、該側シール膜は側板の内周面所定高さ位置の固
定部材に固定して貯槽下部相当のコーナー部から底板相
当の内側に所定長さ延長形成するとともに、底板周縁近
傍に取付ける可撓性シール部材は、浮上させる略リング
状の側板の外周面に巻付けた次段の側板下端と底板との
隙間からのエアーの漏洩を防止する底シール膜で形成
し、該底シール膜は上記側シール膜の端部より離れた位
置の底板上の固着部材に固定して側シール膜の上部に重
ねて貯槽下部相当のコーナー部から側板方向に向けて延
長形成し、さらにこの底シール膜の上面に、側板への押
え部の高さを違えた押え板を設けたので、側シール膜と
底シール膜とに分割した各シール膜によって、各隙間か
らの漏洩が効率良く防止され、幅広で一体構造の取扱い
難い膜を使用する必要がないため、皺になったり巻き込
んだりすることがなく、押圧によってシール膜の密着性
も増し、取扱いもやり易く、取付け取外しの作業性も向
上する。そして、押え高さ位置を違えた押え板によっ
て、底シール膜の押え荷重が分散されるため、押圧領域
を広くすることができ一層捲くれ上がり難く密着性を向
上することができ、また底シール膜が上1段目側板から
上2段目側板に移動する際に、2段階での移行となり、
皺になったり巻き込んだりすることがなくシール性能を
向上することができる。
Among the assembling members used in the method for constructing the storage tank of the first invention, the flexible seal member detachably attached to the lower portion of the inner peripheral surface of the side plate to be levitated is the space from the lower end of the levitating side plate. It is formed of a side sealing film that prevents the air leakage of the side plate, and the side sealing film is fixed to a fixing member at a predetermined height position on the inner peripheral surface of the side plate, and a predetermined length is provided from a corner portion corresponding to the bottom of the tank to an inside corresponding to the bottom plate. The flexible seal member that is extended and attached near the periphery of the bottom plate is a bottom that prevents air leakage from the gap between the bottom plate and the lower end of the next side plate that is wound around the outer peripheral surface of the substantially ring-shaped side plate to be floated. It is formed of a sealing film, and the bottom sealing film is fixed to a fixing member on the bottom plate at a position distant from the end of the side sealing film and overlapped on the upper side of the side sealing film in the side plate direction from the corner portion corresponding to the lower part of the storage tank. To form an extension, Since the top plate of the bottom seal film is provided with a presser plate with a different height of the presser part to the side plate, each seal film divided into the side seal film and the bottom seal film effectively prevents leakage from each gap. Since it is not necessary to use a wide, monolithic structure that is difficult to handle, it does not become wrinkled or entangled, and the adhesion of the sealing film is increased by pressing, making it easy to handle and easy to install and remove. improves. Further, since the pressing load of the bottom seal film is dispersed by the pressing plates having different pressing height positions, it is possible to widen the pressing area, and it is more difficult to roll up and the adhesion can be improved. When the membrane moves from the upper first side plate to the upper second side plate, there is a two-stage transition,
The sealing performance can be improved without wrinkling or being caught.

【0035】第3の発明の貯槽の構築方法に使用する組
立用部材のうち、上記平衡装置は、貯槽内部の底板周縁
近傍に所定間隔をおいて立設した架台と、この架台に取
付けた上下複数の滑車と、この滑車に懸架して放射状に
配設したガイドワイヤと、該ガイドワイヤに係止して均
等上昇するように浮上する略リング状の側板内面に取付
けたガイド治具とで形成したので、エアー浮上する屋根
及び側板の平衡状態を保持し、偏荷重を生ずることな
く、円滑で均等かつ安全に浮上させることができる。
Among the assembling members used in the method for constructing the storage tank according to the third aspect of the present invention, the above-mentioned equilibrium device comprises a stand installed upright at a predetermined interval in the vicinity of the peripheral edge of the bottom plate inside the storage tank, and a top and bottom mounted on this stand. Formed by a plurality of pulleys, a guide wire that is radially suspended from the pulleys, and a guide jig that is attached to the inner surface of a substantially ring-shaped side plate that locks on the guide wires and floats so as to rise evenly Therefore, it is possible to maintain the equilibrium state of the air-floating roof and the side plate, and to levitate smoothly, uniformly and safely without causing an unbalanced load.

【0036】第3の発明の貯槽の構築方法に使用する組
立用部材のうち、上記浮上調整治具は、浮上する略リン
グ状の側板の外周面に巻付けた次段の略リング状側板の
外周面上端近傍に設ける下部ブラケットと、浮上させる
側板より直上に位置する側板の外周面下部に対向させて
設ける上部ブラケットと、この上部ブラケットと下部ブ
ラケットの間に架け渡して締付けを行う浮上調整ボルト
とで形成したので、浮上調整治具で円周方向の回転移動
を防止することができるとともに、浮上終端部近傍で浮
上規制して位置決めと微調整を行う作業が簡単にできる
ため、浮上終端部での停止と固定を安全に作業性良く行
うことができる。
Among the assembling members used in the method for constructing the storage tank of the third invention, the above-mentioned levitation adjusting jig is a substantially ring-shaped side plate of the next stage wound around the outer peripheral surface of the floating substantially ring-shaped side plate. A lower bracket provided near the upper end of the outer peripheral surface, an upper bracket provided so as to face the lower outer peripheral surface of the side plate located directly above the side plate to be levitated, and a levitation adjustment bolt that spans between the upper bracket and the lower bracket for tightening. Since it is formed with the levitation adjustment jig, it is possible to prevent rotational movement in the circumferential direction, and it is easy to perform positioning and fine adjustment by restricting levitation near the levitation end part. It can be stopped and fixed safely and with good workability.

【0037】[0037]

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

【図1】 この発明に係る貯槽の構築法の実施形態例で
エアー浮上開始前を示す一部省略した縦断面説明図であ
る。
FIG. 1 is a partially omitted vertical cross-sectional explanatory view showing a state before starting air floating in an embodiment of a method for constructing a storage tank according to the present invention.

【図2】 図1に続いてエアー浮上途中の状況を示す一
部省略した縦断面説明図である。
FIG. 2 is a vertical cross-sectional explanatory view, partly omitted, showing a situation during air floating, following FIG. 1;

【図3】 図2に続いてエアー浮上終了時の状況を示す
一部省略した縦断面説明図である。
FIG. 3 is a partially omitted vertical cross-sectional explanatory view showing the situation at the end of air floating after FIG. 2;

【図4】 側板及び平衡装置の位置関係を示す一部省略
した水平断面説明図である。
FIG. 4 is a horizontal cross-sectional explanatory view showing a positional relationship between a side plate and a balancing device, with some parts omitted.

【図5】 図4の側板重合部を示す側面説明図である。5 is a side view showing the side plate overlapping portion of FIG. 4. FIG.

【図6】 側板下部を拡大して示す縦断面説明図で、
(a)は可撓性シール部材の取付状態を示し、(b)は
その浮上途中の状態を示す。
FIG. 6 is a vertical cross-sectional explanatory view showing an enlarged lower part of the side plate,
(A) shows the mounting state of the flexible seal member, and (b) shows the state in the middle of its floating.

【図7】 側板下部を拡大して示す斜視断面説明図で、
底シール膜及び押え板の取付事例を示す。
FIG. 7 is a perspective cross-sectional explanatory view showing an enlarged lower part of the side plate,
An example of mounting the bottom seal film and the pressure plate is shown below.

【図8】 平衡装置及び浮上調整治具を示す縦断面説明
図である。
FIG. 8 is a vertical cross-sectional explanatory view showing a balancing device and a flying height adjusting jig.

【符号の説明】[Explanation of symbols]

1 基版 2 底板 3 側板 3a 上1段目側板 3b 上2段目側板 3c
上3段目側板 4 屋根 4a 屋根板 4b コンプレッションリング 4c サスペンションデッキ(内槽屋根) 5 送気装置 5a 送風機 5b 配
管設備 5c エアー入口 6 固定用治具 6a,6b 駒又はピース板 6c ターンバックル 7 平衡装置 7a 支柱 7b ガ
イドローラ 7c ガイド治具 7d ガイドワイヤ 8 可撓性シール部材 8a 底シール膜 8c 側
シール膜 9 肌合せ用当て板 10 浮上調整治具 10a 下部ブラケ
ット 10b 上部ブラケット 10c 浮上調整ボ
ルト 11 側板重合部 12 緊結装置 12a 固着部材 12b 緊張材 12c チェーンブ
ロック 14 側シール膜取付部材 15 底シール膜取付部材 16,16a,16
b 押え板
1 base plate 2 bottom plate 3 side plate 3a upper first step side plate 3b upper second step side plate 3c
Upper third side plate 4 Roof 4a Roof plate 4b Compression ring 4c Suspension deck (inner tank roof) 5 Air blower 5a Blower 5b Piping equipment 5c Air inlet 6 Fixing jig 6a, 6b Piece or piece plate 6c Turnbuckle 7 Balance Device 7a Strut 7b Guide roller 7c Guide jig 7d Guide wire 8 Flexible seal member 8a Bottom seal film 8c side seal film 9 Skin contact patch plate 10 Levitation adjustment jig 10a Lower bracket 10b Upper bracket 10c Levitation adjustment bolt 11 Side plate Polymerization part 12 Binding device 12a Fixing member 12b Tension material 12c Chain block 14 side seal film attachment member 15 Bottom seal film attachment member 16, 16a, 16
b Holding plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 玉田 正則 東京都中央区銀座4丁目2番11号 株式会 社石井鐵工所内 Fターム(参考) 3E070 AA03 AB02 AB03 AB32 DA01 JB01 QA04    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Masanori Tamada             4-21 Ginza Stock Exchange, Chuo-ku, Tokyo             Inside the Ishii Ironworks F-term (reference) 3E070 AA03 AB02 AB03 AB32 DA01                       JB01 QA04

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 屋根と略リング状の最上段側板を底板上
で構築し、該構築した閉空間をシールした状態でエアー
を供給して上記屋根と最上段側板を浮上させ、順次略リ
ング状の側板同士を溶接して組立てる貯槽の構築方法に
おいて、前記最上段側板の内面下部全周に取外し可能に
取付けた可撓性シール部材が、底板上に当接してシール
した状態から浮上時に最上段側板の外周面に巻付けた略
リング状の次段側板に当接しながらシールする一方、底
板上に取付けた可撓性シール部材が、最上段側板の内周
面に弾圧状態で当接した状態から浮上時に前記次段側板
に弾圧状態に当接しながらシールし、以後、順次浮上さ
せる略リング状側板には最上段側板と同様の可撓性シー
ル部材を取付けてシールするとともに、浮上させる側板
の外周面に巻付けた次段側板の下部を底板上の可撓性シ
ール部材にてシールすることを特徴とする貯槽の構築方
法。
1. A roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed so that the roof and the uppermost side plate are floated, and the substantially ring-shaped one by one. In a method of constructing a storage tank by welding side plates to each other, a flexible seal member removably attached to the entire lower portion of the inner surface of the uppermost side plate comes into contact with the bottom plate and seals the uppermost stage while floating. While sealing while contacting the substantially ring-shaped next-stage side plate wound around the outer peripheral surface of the side plate, the flexible sealing member mounted on the bottom plate is in contact with the inner peripheral surface of the uppermost side plate in an elastic state. From the above, when it floats, it seals while coming into contact with the next-stage side plate in an elastic state, and thereafter, a flexible seal member similar to the uppermost-stage side plate is attached and sealed to the substantially ring-shaped side plate that is sequentially floated. Wrapped around the outer surface A method for constructing a storage tank, characterized in that the lower part of the next-stage side plate is sealed with a flexible sealing member on the bottom plate.
【請求項2】 屋根と略リング状の最上段側板を底板上
で構築し、該構築した閉空間をシールした状態でエアー
を供給して上記屋根と最上段側板を浮上させ、順次略リ
ング状の側板同士を溶接して組立てる貯槽の構築方法に
おいて、前記最上段側板に次段の略リング状側板の端部
を重合させた状態で巻付け、該巻付けた未溶接の側板重
合部の外面に側板の周長を縮めて調整するためのチェー
ンブロック等の緊結装置を取付け、エアー浮上後、該緊
結装置で周長を所定の長さに縮め、余分な側板重合部の
縦方向を切断し、溶接してリング状の側板を組立てるこ
とを特徴とする貯槽の構築方法。
2. A roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed so that the roof and the uppermost side plate are floated, and the substantially ring-shaped one by one. In the method for constructing a storage tank by welding side plates to each other, the uppermost side plate is wound in a state in which the ends of the substantially ring-shaped side plates of the next stage are superposed, and the outer surface of the unwelded side plate superposed portion is wound. Attach a binding device such as a chain block to reduce the peripheral length of the side plate and adjust it, and after air floating, reduce the peripheral length to a predetermined length with the binding device and cut the extra side plate overlapping part in the longitudinal direction. A method for constructing a storage tank, which comprises assembling a ring-shaped side plate by welding.
【請求項3】 屋根と略リング状の最上段側板を底板上
で構築し、該構築した閉空間をシールした状態でエアー
を供給して上記屋根と最上段側板を浮上させ、順次略リ
ング状の側板同士を溶接して組立てる貯槽の構築方法に
おいて、上記最上段側板を含む浮上させる略リング状の
側板は、該浮上させる側板の外周面に巻付けた略リング
状の次段側板に沿い、かつ貯槽内部にガイドワイヤ等を
用いた平衡装置にガイドさせながら均等浮上させるとと
もに、浮上する側板外面と次段側板外面に取付けた浮上
調整治具にて浮上時の側板の回転防止と浮上位置決めを
行なうことを特徴とする貯槽の構築方法。
3. A roof and a substantially ring-shaped uppermost side plate are constructed on a bottom plate, and air is supplied in a state where the constructed closed space is sealed so that the roof and the uppermost side plate are floated, and the substantially ring-shaped structure is successively formed. In a method for constructing a storage tank by assembling side plates by welding, side plates having a substantially ring shape including the uppermost side plate are floated along a substantially ring-shaped next-stage side plate wound around the outer peripheral surface of the side plate to be floated, In addition, it is levitated evenly while guiding it to the equilibrium device using a guide wire etc. inside the storage tank, and the side plate outer surface to be levitated and the levitation adjustment jig attached to the outer surface of the next stage side prevent rotation and side position of the side plate during levitating. A method for constructing a storage tank characterized by performing.
【請求項4】 請求項1記載の貯槽の構築方法に使用す
る組立用部材のうち、浮上させる側板の内周面下部に取
外し可能に取付ける可撓性シール部材は、浮上する側板
の下端部の隙間からのエアーの漏洩を防止する側シール
膜で形成し、該側シール膜は側板の内周面所定高さ位置
の固定部材に固定して貯槽下部相当のコーナー部から底
板相当の内側に所定長さ延長形成するとともに、底板周
縁近傍に取付ける可撓性シール部材は、浮上させる略リ
ング状の側板の外周面に巻付けた次段の側板下端と底板
との隙間からのエアーの漏洩を防止する底シール膜で形
成し、該底シール膜は上記側シール膜の端部より離れた
位置の底板上の固着部材に固定して側シール膜の上部に
重ねて貯槽下部相当のコーナー部から側板方向に向けて
延長形成し、さらにこの底シール膜の上面に、側板への
押え部の高さを違えた押え板を設けたことを特徴とする
貯槽の構築方法に使用する組立用部材。
4. The assembly member used in the method for constructing a storage tank according to claim 1, wherein a flexible seal member detachably attached to a lower portion of an inner peripheral surface of a side plate to be levitated includes a lower end portion of the levitating side plate. It is formed of a side sealing film that prevents air from leaking from the gap, and the side sealing film is fixed to a fixing member at a predetermined height position on the inner peripheral surface of the side plate, and is fixed from the corner portion corresponding to the lower part of the storage tank to the inside corresponding to the bottom plate. Along with the length extension, the flexible seal member attached near the periphery of the bottom plate prevents air leakage from the gap between the bottom end of the side plate and the bottom plate of the next stage wrapped around the outer peripheral surface of the floating side plate. Bottom sealing film, which is fixed to a fixing member on the bottom plate at a position distant from the end of the side sealing film and overlaps with the upper part of the side sealing film from the corner part corresponding to the lower part of the storage tank to the side plate. Extends in the direction, and An assembling member used in a method for constructing a storage tank, characterized in that a holding plate having a different height of a holding portion to a side plate is provided on an upper surface of the bottom sealing film.
【請求項5】 請求項3記載の貯槽の構築方法に使用す
る組立用部材のうち、上記平衡装置は、貯槽内部の底板
周縁近傍に所定間隔をおいて立設した架台と、この架台
に取付けた上下複数の滑車と、この滑車に懸架して放射
状に配設したガイドワイヤと、該ガイドワイヤに係止し
て均等上昇するように浮上する略リング状の側板内面に
取付けたガイド治具とで形成したことを特徴とする貯槽
の構築方法に使用する組立用部材。
5. The assembling member used in the method for constructing a storage tank according to claim 3, wherein the equilibrium device is installed on a stand installed upright at a predetermined interval in the vicinity of the periphery of the bottom plate inside the storage tank. A plurality of upper and lower sheaves, a guide wire suspended radially from the sheaves, and a guide jig attached to the inner surface of a substantially ring-shaped side plate that is engaged with the guide wire and floats so as to rise uniformly. An assembly member for use in a method of constructing a storage tank, characterized in that
【請求項6】 請求項3記載の貯槽の構築方法に使用す
る組立用部材のうち、上記浮上調整治具は、浮上する略
リング状の側板の外周面に巻付けた次段の略リング状の
側板の外周面上端近傍に設ける下部ブラケットと、浮上
させる側板より直上に位置する側板の外周面下部に対向
させて設ける上部ブラケットと、この上部ブラケットと
下部ブラケットの間に架け渡して締付けを行う浮上調整
ボルトとで形成したことを特徴とする貯槽の構築方法に
使用する組立用部材。
6. The assembly member used in the method for constructing a storage tank according to claim 3, wherein the levitation adjusting jig is the next-stage substantially ring-shaped member wound around the outer peripheral surface of the substantially ring-shaped side plate that floats. The lower bracket provided near the upper end of the outer peripheral surface of the side plate, the upper bracket provided facing the lower outer peripheral surface of the side plate located directly above the side plate to be levitated, and bridged between the upper bracket and the lower bracket for tightening. An assembly member for use in a method of constructing a storage tank, characterized in that the assembly member is formed with a levitation adjusting bolt.
JP2002128714A 2002-04-30 2002-04-30 Components for assembly used in the storage tank construction method Expired - Lifetime JP3947683B2 (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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JP2003321943A true JP2003321943A (en) 2003-11-14
JP3947683B2 JP3947683B2 (en) 2007-07-25

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711351A (en) * 2013-12-17 2014-04-09 中国石油天然气第六建设公司 Automatic tank top balance air jacking method and jacking device for LNG storage tank
CN103726573A (en) * 2013-12-17 2014-04-16 中国石油天然气第六建设公司 Balancing method and balancing device for steel vault storage tank gas cap inversion construction
JP2014098280A (en) * 2012-11-15 2014-05-29 Taisei Corp Low-temperature storage tank, and construction method therefor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014098280A (en) * 2012-11-15 2014-05-29 Taisei Corp Low-temperature storage tank, and construction method therefor
CN103711351A (en) * 2013-12-17 2014-04-09 中国石油天然气第六建设公司 Automatic tank top balance air jacking method and jacking device for LNG storage tank
CN103726573A (en) * 2013-12-17 2014-04-16 中国石油天然气第六建设公司 Balancing method and balancing device for steel vault storage tank gas cap inversion construction

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