JPS5952268B2 - Bottom plate hanging method for flat bottom cylindrical tank - Google Patents

Bottom plate hanging method for flat bottom cylindrical tank

Info

Publication number
JPS5952268B2
JPS5952268B2 JP2026777A JP2026777A JPS5952268B2 JP S5952268 B2 JPS5952268 B2 JP S5952268B2 JP 2026777 A JP2026777 A JP 2026777A JP 2026777 A JP2026777 A JP 2026777A JP S5952268 B2 JPS5952268 B2 JP S5952268B2
Authority
JP
Japan
Prior art keywords
bottom plate
wire
radial
flat
cylindrical tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP2026777A
Other languages
Japanese (ja)
Other versions
JPS53105711A (en
Inventor
勉 長谷川
「つとむ」 村瀬
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.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries 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 Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP2026777A priority Critical patent/JPS5952268B2/en
Publication of JPS53105711A publication Critical patent/JPS53105711A/en
Publication of JPS5952268B2 publication Critical patent/JPS5952268B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は平底円筒タンクの施工に於いて、底板をワイ
ヤによつて吊下げてX線等による非破壊検査を行い得る
ようにした底板吊上げ組立施工方法に関するものであり
、特に、ワイヤの構成に於いてラジアル方向に複数のワ
イヤを配し水平方向に、複数のリング状ワイヤを上記ラ
ジアルワイヤに結合して設けることにより底板吊下げ時
にラジアルワイヤ及びリングワイヤ共に張力が働らく様
にし、これにより安定した底板吊下げができる様にした
平底円筒タンクの底板吊上げ組立施工方法に関するもの
である。
[Detailed Description of the Invention] The present invention relates to a method for lifting and assembling a bottom plate in the construction of a flat-bottomed cylindrical tank, in which the bottom plate is suspended by wire to enable non-destructive inspection using X-rays, etc. In particular, in the wire configuration, by arranging a plurality of wires in the radial direction and connecting a plurality of ring-shaped wires to the radial wires in the horizontal direction, both the radial wire and the ring wire can be tensioned when the bottom plate is suspended. This invention relates to a construction method for lifting and assembling the bottom plate of a flat-bottomed cylindrical tank, which allows stable suspension of the bottom plate.

従来、平底円筒タンクの施工はコンクリート等の基礎上
に於いて、第1a、lb図の如く底板部材を敷設し、或
いは二重殼低温タンクでは底部保冷層上に敷設し、その
底板部材の相互取合部に隅肉、又は裏当金突合せ溶接を
行なつているが、そうした溶接継手形式では往々にして
溶接部強度が母材に比べて著しく劣るという欠点が、今
時、タンクの安全強度の観点から大きくクローズアップ
されてきた。
Conventionally, flat-bottomed cylindrical tanks were constructed by laying the bottom plate members on a foundation such as concrete, as shown in Figures 1a and lb, or in the case of double-shell low-temperature tanks, by laying the bottom plate members on the bottom cold insulation layer, and then placing the bottom plate members against each other. Fillet or backing butt welding is performed on the joints, but these welded joints often have a disadvantage in that the strength of the weld is significantly inferior to that of the base metal, but these days, the safety strength of tanks is It has received a lot of attention from this perspective.

而して、従来技術に基づく平底円筒タンクの施工方法に
於いては上記の如く底板は上面より片側溶接されるもの
であり、又、検査も上面からの浸透探傷検査や、真空探
傷検査によらざるを得ず、溶接部内部の欠陥はほとんど
発見できない不利点があつた。
Therefore, in the construction method of a flat-bottomed cylindrical tank based on the conventional technology, the bottom plate is welded on one side from the top surface as described above, and the inspection is performed by penetrant testing or vacuum testing from the top surface. Unavoidably, this method had the disadvantage that it was almost impossible to detect defects inside the weld.

この発明の目的は上記従来技術に基づく平底円筒タンク
の施工方法の問題点に鑑み、底板を基礎上一定高さの仮
設足場上で組立溶接したり、あるいは底板を基礎上にて
上面片側溶接の後に基礎上一定高さに揚上し、底板下部
に上向溶接あるいは検査用に供し得る空間を仮に設ける
工法に関するものであり、特にその際に底板を基礎上一
定高さに揚上保持あるいは降下させるための底板吊下げ
工法に関するものであり、前記従来技術における欠点を
除去し、なおかつ、底板下面において作業する際に高度
の安全性が図れる特長を有するものである。
The purpose of this invention is to solve the problem of the construction method of a flat-bottomed cylindrical tank based on the above-mentioned prior art, by assembling and welding the bottom plate on a temporary scaffolding at a certain height above the foundation, or by welding the bottom plate on one side of the top surface on the foundation. This relates to a construction method in which the bottom plate is later lifted to a certain height above the foundation and a space is temporarily created at the bottom of the bottom plate for upward welding or inspection. The present invention relates to a construction method for suspending a bottom plate, which eliminates the drawbacks of the prior art described above, and has the advantage of providing a high degree of safety when working on the underside of the bottom plate.

すなわち、該底板吊下げ工法はタンクの側板もjしくは
屋根に連結された多数のラジアル方向ワイヤとこれに結
合された複数個のリング状ワイヤ、及び該ラジアルワイ
ヤとリングワイヤの交点から原則として垂下された複数
本の吊ワイヤより成り、特にラジアルワイヤがリングワ
イヤにより上;反り形状に張設されている。
In other words, the bottom plate suspension construction method basically consists of a large number of radial wires connected to the side plate or roof of the tank, a plurality of ring wires connected to these wires, and the intersection of the radial wires and the ring wires. It consists of a plurality of hanging wires, and in particular, the radial wire is stretched by a ring wire in an upwardly curved shape.

このようなワイヤ構成とワイヤ形状により各ワイヤには
底板吊下げ時に張力が負荷され、極めて安定した底板吊
下げが可能となり、仮に底板を直接吊下げる吊ワイヤに
不均一な荷重が加わつたり、吊ワイヤが切断しても、依
然、ラジアルワイヤ及びリングワイヤに張力が加わつて
いるためワイヤ形状に不安定さや変動がなく、従つて底
板は平坦形状を保つたまま吊下げられる。
With this wire configuration and wire shape, each wire is loaded with tension when suspending the bottom plate, making it possible to hang the bottom plate extremely stably. Even if the suspension wire is cut, the radial wire and ring wire are still under tension, so there is no instability or fluctuation in the shape of the wire, so the bottom plate can be suspended while maintaining its flat shape.

従つて、底板には不必要な変形がなく、底板の品質保持
ができるばかりでなく、底板下面での作業も安全である
。上記目的に沿うこの発明の実施例を図面に従つて説明
すれば以下の通りである。
Therefore, there is no unnecessary deformation of the bottom plate, and not only can the quality of the bottom plate be maintained, but it is also safe to work on the bottom surface of the bottom plate. Embodiments of the present invention that meet the above objectives will be described below with reference to the drawings.

コンリート等により打設形成した基礎1上にアニユラー
プレート2を取付け、その上方に殼部としての側板3を
漸次組上げると共に、基礎1上には、所定作業用の仮設
足場4を組立てる。
An annular plate 2 is mounted on a foundation 1 cast with concrete or the like, and side plates 3 as a shell are gradually assembled above it, and a temporary scaffold 4 for predetermined work is assembled on the foundation 1.

次いで、該仮設足場4上に於て底板5を形成し、その各
部材は必要に応じて突合せ両面溶接等を行い、又、側板
3の上方にはスチフナ一6を固設する。
Next, a bottom plate 5 is formed on the temporary scaffold 4, and each member thereof is butted and welded on both sides as necessary, and a stiffener 16 is fixed above the side plate 3.

該スチフナ一6は仮設部材でもよく、或は屋根付タンク
であれば屋根構造を利用することも出来、或は場合によ
つてスチフナ一不要とすることもできる。該スチフナ一
6には適宜滑車7を取付け、それぞれの滑車7は円周方
向で原則として等間隔になる様にして張設支点とし、又
、側板下部にはウインチ8等の巻取器を取付ける。そし
て、該ウインチ8より、それぞれ作動部材としてのラジ
アルワイヤ9を連絡して上記滑車を介して第3a,3b
,4図に示す様に該ラジアルワイヤ9に適宜連結したリ
ングワイヤ11と吊部材としての吊ワイヤ10を張設し
、該吊ワイヤ10を底板5に連接する様にする。又、こ
の間、底板5の形成が終了した後、適宜底板上下面から
の作業が必要であるX線透過検査等の溶接部非破壊検査
を行い、底板品質の確認及び欠陥部手直しを行なう。
The stiffener 6 may be a temporary member, or if the tank has a roof, a roof structure may be used, or the stiffener 6 may be omitted in some cases. Appropriate pulleys 7 are attached to the stiffener 16, and each pulley 7 serves as a tensioning support point at equal intervals in the circumferential direction, and a winder such as a winch 8 is attached to the lower part of the side plate. . Then, from the winch 8, the radial wires 9 as actuating members are connected and passed through the pulleys 3a and 3b.
, 4, a ring wire 11 appropriately connected to the radial wire 9 and a hanging wire 10 as a hanging member are stretched, so that the hanging wire 10 is connected to the bottom plate 5. During this time, after the formation of the bottom plate 5 is completed, a non-destructive inspection of the welded part such as an X-ray inspection that requires work from the top and bottom of the bottom plate is performed to confirm the quality of the bottom plate and repair any defective parts.

尚、場合によつてはウインチ8を側板3の上方に取付け
る様にしてもよい。
In some cases, the winch 8 may be attached above the side plate 3.

而して、底板5の形成完了後、各ウインチ8により各々
のラジアルワイヤ9を巻き上げると、それに対応して、
ラジアルワイヤ9、リングワイヤ・11.吊ワイヤ10
に張力が働き各ワイヤは伸びた状態で安定し底板5は安
定して一定平坦状態のまま吊り下げられる。
After completing the formation of the bottom plate 5, each winch 8 winds up each radial wire 9, and correspondingly,
Radial wire 9, ring wire 11. Hanging wire 10
Tension is applied to each wire, and each wire is stabilized in an extended state, and the bottom plate 5 is stably suspended in a constant flat state.

そして、該底板5の下方の仮設足場4を解体撤去した後
、ウインチ8を戻し、基礎1上に底板5を下し、アニラ
ープレート2と所定取合調整の後溶接し、適宜検査して
タンク形成を完成する。
After dismantling and removing the temporary scaffolding 4 below the bottom plate 5, the winch 8 is returned, the bottom plate 5 is lowered onto the foundation 1, welded after adjusting the predetermined connection with the annealer plate 2, and inspected as appropriate. Complete tank formation.

設計計算によれば、リングワイヤ11.ラジアルワイヤ
9、吊ワイヤ10が交わるa節点に於ける各ワイヤの負
荷は各吊ワイヤ10にかかる荷重をWl,W2,W3と
すれば、内側のラジアルワイヤ9″ではW1に対応する
張力F1、外側のラジアルワイヤ9″″にはW1+W2
に対応する張力F2が働き″θ2くθ1である様にすれ
ば必らずF2〉F1となる。この場合、仮に吊ワイヤ1
0が破損したり荷重のアンバランスがあつてもラジアル
ワイヤ9はリングワイヤ11によつて上反り形状に維持
されてθ2≦θ1に保たれ、F2くF1となる。そして
、F2,Flのそれぞれの水平方向成分H2,Hlは同
じくH2〉H1となり、該水平方向力の差H2−H1は
第6図に示す通りリングワイヤ11にかかり、図の如く
第2のリングワイヤ11であれば張力R2を負荷するこ
とになる。その結果、ラジアルワイヤ9、リンダワイヤ
11、吊ワイヤ10にはWl,W2,W3に対応して張
力が働き各ワイヤにたるみが生じないため、底板吊下げ
時に常に一定ワイヤ形状を保ち、安定した底板吊下げを
行なう事ができ、これは通常着想されるワイヤ張設法で
あるところの第7図の例に見られる底板垂下現象を完全
に解消し得るものである。
According to design calculations, ring wire 11. The load on each wire at the node a where the radial wire 9 and the hanging wire 10 intersect is as follows: If the load applied to each hanging wire 10 is Wl, W2, W3, then the inner radial wire 9'' has a tension F1 corresponding to W1, W1+W2 for outer radial wire 9″″
If the tension F2 corresponding to is made to work so that ``θ2 - θ1, then F2>F1 will always hold.In this case, if the hanging wire 1
Even if the wire 0 is damaged or the load is unbalanced, the radial wire 9 is maintained in an upwardly curved shape by the ring wire 11, and θ2≦θ1 is maintained, resulting in F2 minus F1. The horizontal components H2 and Hl of F2 and Fl are also H2>H1, and the horizontal force difference H2-H1 is applied to the ring wire 11 as shown in FIG. In the case of wire 11, tension R2 will be applied. As a result, tension is applied to the radial wire 9, cylinder wire 11, and suspension wire 10 in accordance with Wl, W2, and W3, so that each wire does not sag, so that the wires always maintain a constant shape when hanging the bottom plate, resulting in a stable It is possible to suspend the bottom plate, which can completely eliminate the bottom plate sagging phenomenon seen in the example of FIG. 7, which is the commonly conceived wire tensioning method.

又、二重殼タイプの平底円筒タンクでも内槽、或は内外
槽の各底板を上記実施例同様に吊下けて成形する様にも
出来る。
Further, even in the case of a double shell type flat bottom cylindrical tank, the bottom plates of the inner tank or the inner and outer tanks can be suspended in the same manner as in the above embodiment.

又、上記ワイヤ張設法を用いるならば、あらかじめ基礎
上で組立てられた底板を基礎上から一定高さに持ち上げ
、保持し、所要の上向溶接、検査等の後に再度安定裡に
基礎上に下げる事も可能であり、更に、別工法としては
、単に底板を空中に保持するのみに用いることもできる
Furthermore, if the above wire tensioning method is used, the bottom plate that has been assembled on the foundation in advance is lifted to a certain height from the foundation, held, and after the necessary upward welding, inspection, etc., is stably lowered onto the foundation again. Furthermore, as an alternative method, it can also be used to simply hold the bottom plate in the air.

この発明の適用時には副材料としてワイヤ長さ調節用に
ターンバツクル等を用いたり、底板の尚一層の平坦保持
に仮にアングル材等を用いて底板補強をしたり、或は、
ワイヤーの代わりに一部ロツド、バ一状の部材を用いて
もよい。
When this invention is applied, a turnbuckle or the like is used as an auxiliary material to adjust the wire length, or an angle material or the like is used to temporarily reinforce the bottom plate to keep the bottom plate even more flat, or
In place of the wire, a partially rod-shaped member may be used.

上記の様にこの発明によれば、上反り形状のラジアルワ
イヤ、リングワイヤ、及び゛吊ワイヤにより形成される
底板吊下げ装置を用いることにより底板下面の作業が可
能となり該底板を下面から溶接することが出来、溶接の
強度、品質の向上を企ることが可能となり、又、溶接検
査もX線透過法等の内部欠陥検査が可能となり溶接継手
強度の向上が図れ、タンクの安全性を極めで高くするこ
とが出来る。
As described above, according to the present invention, by using the bottom plate hanging device formed by the upwardly curved radial wire, ring wire, and hanging wire, it is possible to work on the bottom surface of the bottom plate, and the bottom plate is welded from the bottom surface. This makes it possible to improve the strength and quality of welding.Also, internal defect inspection such as X-ray transmission method becomes possible for welding inspection, improving the strength of welded joints and maximizing tank safety. You can make it higher.

また、底板吊下げ時に底板は平坦形状を良く維持されて
おり、底板に不必要な変形がないため吊下げによる破損
がなく、下面での作業も安全である。
In addition, when the bottom plate is hung, the bottom plate maintains its flat shape well, and since there is no unnecessary deformation of the bottom plate, there is no damage caused by hanging, and it is safe to work on the bottom surface.

加えて、底板吊下げ部材としてもワイヤを構成するだけ
でよく、容易、且つ、低コストになり、作業性も良い等
の利点がある。
In addition, it is only necessary to use wire as the bottom plate hanging member, which has advantages such as ease, low cost, and good workability.

【図面の簡単な説明】 第]A,lb図は従来技術に基づく底板施工方法の説明
図であり、第2a図以下はこの発明の実施例を示す。 ただし、第7図はこの発明の効果を対比的に説明するた
めの説明図である。第2a〜2g図はプロセスを示す説
明図であり、第3a図は側面説明図、第3b図はその平
面模式説明図であり、第4図は底板吊り部材の部分説明
図、第5図は側面模式図であり、第6図はそのa節点の
平面説明図である。5・・・・・・底板、9・・・・・
・ラジアルワイヤ、11・・・・・・リングワイヤ、a
・・・・・・取合部(節点)、10・・・・・・吊ワイ
ヤ。
[BRIEF DESCRIPTION OF THE DRAWINGS] Figures A and lb are explanatory diagrams of a bottom plate construction method based on the prior art, and Figures 2a and subsequent figures show embodiments of the present invention. However, FIG. 7 is an explanatory diagram for comparatively explaining the effects of this invention. Figures 2a to 2g are explanatory diagrams showing the process, Figure 3a is a side explanatory diagram, Figure 3b is a schematic plan explanatory diagram thereof, Figure 4 is a partial explanatory diagram of the bottom plate hanging member, and Figure 5 is an explanatory diagram of the bottom plate hanging member. This is a schematic side view, and FIG. 6 is an explanatory plan view of the a node. 5...Bottom plate, 9...
・Radial wire, 11...Ring wire, a
...Connecting part (node), 10... Hanging wire.

Claims (1)

【特許請求の範囲】[Claims] 1 平底円筒タンクの底板組立溶接検査に際し、上反り
形状に張設されたラジアルワイヤと、該ラジアルワイヤ
に連結されたリングワイヤと、該ラジアルワイヤ及びリ
ングワイヤの取合部に吊下された吊ワイヤにより構成さ
れる底板吊下げ装置を用いて、底板を平坦形状を維持し
た状態で吊下げ、これにより底板下面での作業を可能と
することのできる底板吊下げ工法。
1. When inspecting the bottom plate assembly and welding of a flat-bottomed cylindrical tank, a radial wire stretched in an upwardly curved shape, a ring wire connected to the radial wire, and a hanger suspended from the joint of the radial wire and ring wire were inspected. A bottom plate hanging method that uses a bottom plate hanging device made of wire to suspend the bottom plate while maintaining its flat shape, thereby making it possible to work on the bottom surface of the bottom plate.
JP2026777A 1977-02-28 1977-02-28 Bottom plate hanging method for flat bottom cylindrical tank Expired JPS5952268B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2026777A JPS5952268B2 (en) 1977-02-28 1977-02-28 Bottom plate hanging method for flat bottom cylindrical tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2026777A JPS5952268B2 (en) 1977-02-28 1977-02-28 Bottom plate hanging method for flat bottom cylindrical tank

Publications (2)

Publication Number Publication Date
JPS53105711A JPS53105711A (en) 1978-09-14
JPS5952268B2 true JPS5952268B2 (en) 1984-12-19

Family

ID=12022407

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2026777A Expired JPS5952268B2 (en) 1977-02-28 1977-02-28 Bottom plate hanging method for flat bottom cylindrical tank

Country Status (1)

Country Link
JP (1) JPS5952268B2 (en)

Also Published As

Publication number Publication date
JPS53105711A (en) 1978-09-14

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