JPS61142186A - Method of repairing bottom of storage tank - Google Patents

Method of repairing bottom of storage tank

Info

Publication number
JPS61142186A
JPS61142186A JP59259234A JP25923484A JPS61142186A JP S61142186 A JPS61142186 A JP S61142186A JP 59259234 A JP59259234 A JP 59259234A JP 25923484 A JP25923484 A JP 25923484A JP S61142186 A JPS61142186 A JP S61142186A
Authority
JP
Japan
Prior art keywords
plate
annular plate
annular
side plate
liner material
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
JP59259234A
Other languages
Japanese (ja)
Other versions
JPH0422798B2 (en
Inventor
伊奈 基樹
古田 義夫
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.)
Toyo Kanetsu KK
Original Assignee
Toyo Kanetsu KK
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 Toyo Kanetsu KK filed Critical Toyo Kanetsu KK
Priority to JP59259234A priority Critical patent/JPS61142186A/en
Publication of JPS61142186A publication Critical patent/JPS61142186A/en
Publication of JPH0422798B2 publication Critical patent/JPH0422798B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は貯蔵タンクの底部補修方法に関し、特にアニ
ユラ−板の取替えおよび基礎修正の方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to a method for repairing the bottom of a storage tank, and more particularly to a method for replacing annular plate and repairing the foundation.

[従来の技術] 石油タンクのような貯蔵タンクにおいては、側板等によ
る荷重を最も受けるアニユラ−板に腐食を生じ易く、こ
のためにアニユラー板取替えの必要が生じる。また、ア
ニユラ−板の取替えの際に、川砂または山砂に重油を散
布して形I&されている従来の貯蔵タンクの基礎をアス
ファルトモルタルやアスファルトサンドを30〜50 
m +a程度の厚さに敷いた基礎に修正することが多い
[Prior Art] In a storage tank such as an oil tank, the annular plate, which receives the most load from the side plates, is susceptible to corrosion, and therefore it becomes necessary to replace the annular plate. In addition, when replacing the annular board, we spread heavy oil on river sand or mountain sand to replace the foundation of the conventional storage tank with asphalt mortar or asphalt sand.
The foundation is often modified to a thickness of approximately m + a.

従来、この上うなアニユラ−板の取替えや基礎修正等の
底s’n脩方法には、いわゆる「全体ジヤツキアップ工
法」がある、この全体ジヤツキアップ工法とは、側板と
アニユラ−板とを切り放し、貯蔵タンクの外周全周にわ
たって多数のジヤツキを設置すると共に、これらジヤツ
キの各々に係合するブラケットを側板の外周面上に固着
し、側板金体をジヤツキアップさせてアニユラ−板の取
替え等を行うものである。
Conventionally, there is a so-called "total jack-up method" for the bottom s'n shudder method such as replacing the annular board or modifying the foundation.This whole jack-up method is a method in which the side board and the annular board are cut out and stored. A large number of jacks are installed all around the outer circumference of the tank, and brackets that engage with each of these jacks are fixed on the outer peripheral surface of the side plate, and the side plate is jacked up to replace the annual plate. be.

また、別の従来のアニユラー板取替方法としては、一般
に「ピース工法」と呼ばれるものがある。
Another conventional annular board replacement method is generally called the "piece method."

この工法は、第4図に示されるように、側板3の下部を
切り欠いて側倦3とアニユラー板2を切り放した後に、
所要のアニユラー板2を取り替え、次いで金欠等のライ
ナー材5を側板3とアニユラー板2との間に打ち込むと
共に側板3にサポート・ピース6を固着して側板3の荷
重を支持し、全アニユラー板2取替え完了後にライナー
材5を抜き取ってサポート・ピース6の下部を少しずつ
切断して側板3を徐々にアニユラ−板2上に降ろしてい
く工法である。
In this construction method, as shown in Fig. 4, after cutting out the lower part of the side panel 3 and separating the side panel 3 and the annular board 2,
Replace the required annular plate 2, and then drive a liner material 5 such as a gold plate between the side plate 3 and the annular plate 2, fix the support piece 6 to the side plate 3 to support the load of the side plate 3, and complete the entire annular plate. 2. After the replacement is completed, the liner material 5 is removed, the lower part of the support piece 6 is cut little by little, and the side plate 3 is gradually lowered onto the annular plate 2.

[発明が解決しようとする問題息] 上述したような従来の2つの工法は、以下に示されるよ
うな種々の問題点を有している。
[Problems to be Solved by the Invention] The two conventional construction methods described above have various problems as shown below.

すなわち、全体ジヤツキアップ工法にあっては、高価な
ジヤツキを多数用いなければならず、またジヤツキ設置
のためにタンク回りにジャッキベース等を作る必要があ
り、更に、側板を持ち上げる際に、側板が変形や傾斜し
な、いように、側板の補強または支持を要し、タンク周
囲に多くの人間を配置しなければならず、工事期間が長
くなると共に工事費も高くつく。更にまた、全体シャツ
キアップ工法では側板を500〜800m+o程度まで
持ち上げるのが一般的であるので、タンク回りの配管類
との取合部を切断しなくてはならず、安定性にも欠け、
地震や強風に対する安全対策が必要となる。
In other words, in the overall jack-up method, it is necessary to use a large number of expensive jacks, it is necessary to create a jack base etc. around the tank to install the jacks, and furthermore, when lifting the side plate, the side plate may be deformed. In order to prevent the tank from tilting or tilting, the side panels must be reinforced or supported, and many people must be stationed around the tank, which lengthens the construction period and increases construction costs. Furthermore, in the overall Schatzki-up construction method, it is common to lift the side plate to about 500 to 800 m+o, so the joints with the piping around the tank have to be cut, resulting in a lack of stability.
Safety measures against earthquakes and strong winds are required.

一方、ビースエ法は廉価な工法ではあるが、既設のアニ
ユラー板を抜いた直後に、新規のアニユラー板を差し替
えなければならないので、側板直下の基礎修正、例えば
不等沈下のための修正は困難である。また、サポート・
ピースを1本ずつ切断して側板を降ろしていくことから
、最後のサポート・ピース周辺に過大な応力が発生し、
タンク変形の恐れもある。更にまた、側根下部を切り欠
くので、貯蔵タンクの高さが低くなり、従って貯蔵効率
が低下したり、構造変更の申請が必要となる。また、ノ
ズル、マンホール等の取付位置も変化することから、タ
ンク外部の配管類との取合部を変更しなくてはならない
On the other hand, although the B-Sue method is an inexpensive construction method, it requires replacing the existing annular board with a new annular board immediately after removing it, making it difficult to modify the foundation directly below the side board, for example, due to uneven settlement. be. In addition, support
Because the pieces were cut one by one and the side plates were lowered, excessive stress was generated around the last support piece.
There is also a risk of tank deformation. Furthermore, since the lower part of the lateral root is cut out, the height of the storage tank is lowered, thus reducing the storage efficiency and requiring a request for structural modification. In addition, since the mounting positions of nozzles, manholes, etc. will also change, the joints with piping outside the tank must be changed.

従って、この発明の目的はこのような従来における問題
点を除去する貯蔵タンクの底部補修方法を提供すること
にある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a storage tank bottom repair method that eliminates these conventional problems.

[問題点を解決するための手段1 第1の発明による貯蔵タンクの底部補修方法は、アニユ
ラ−板と側板とをタンク全周にわたって切り放す段階と
、側板の内面に所定の高さにて複数個のブラケットをタ
ンク全周にわたって適宜間隔で固着する段階と、貯蔵タ
ンクを周方向に複数区域に分割して順次各区域毎にアニ
ユラ−板とブラケットとの間にジヤツキを配置してこの
ジヤツキにより側板を持ち上げ、側板とアニユラ−板と
の間にライナー材を挿入した後にこのジヤツキを取り外
し次の区域に移動させる段階と、取替えを要するアニユ
ラ−板上のライナー材を取り外しでこのアニユラー板を
新規のアニユラ−板に差し替え、新規のアニユラー板と
側板との間にライナー材を挿入する段階と、アニユラ−
板等同志を溶接する段階と、順次前記各区域毎にアニユ
ラ−板とブラケットとの間にジヤツキを配置し、ライナ
ー材を取り外して該ジャッキにより側板を降ろす段階と
、アニユラ−板と側板とを溶接する段階とから構成され
ている。
[Means for solving the problem 1 The method for repairing the bottom of a storage tank according to the first invention includes the step of cutting off the annular plate and the side plate all around the tank, and the step of cutting off the annular plate and the side plate over the entire circumference of the tank, and the step of cutting off the annular plate and the side plate at a predetermined height on the inner surface of the side plate. The storage tank is divided into multiple zones in the circumferential direction, and jacks are sequentially placed between the annular plate and the brackets in each zone. After lifting the side plate and inserting the liner material between the side plate and the annular plate, the jacks are removed and moved to the next area, and the liner material on the annular plate that needs to be replaced is removed and this annular plate is replaced with a new one. The step of replacing the new annular plate with the new annular plate and inserting liner material between the new annular plate and the side plate, and
a step of welding the plates etc. together, a step of sequentially arranging a jack between the annular plate and the bracket in each area, removing the liner material and lowering the side plate with the jack, and a step of welding the annular plate and the side plate together. It consists of a welding step.

また、第2の発明によれば、貯蔵タンクの底部補修方法
は、上述と同様にして側板をライナー材により支持した
後、ライナー材をf持する部分のアニユラ−板以外のア
ニユラー板および底板を撤去して基礎を修正する段階と
、底板を敷設し、新規アニユラ−板1枚相当部分毎にラ
イナー材およびこのライナー材を支持する部分のアニユ
ラー板を取り除いて新規アニユラ−板を敷設し、新規ア
ニユラ−板と側板との間にライナー材を挿入する段階と
、新規アニユラ−板および底板同志を溶接する段階と、
順次前記各区域毎に新規アニユラ−板とブラケットとの
間にジヤツキを配置し、ライナー材を取り外してこのジ
ヤツキにより側板を降ろす段階と、新規アニユラ−板と
側板とを溶接する段階とから構成されている。
According to the second invention, a method for repairing the bottom of a storage tank includes supporting the side plate with the liner material in the same manner as described above, and then repairing the annular plates and the bottom plate other than the annular plate in the portion holding the liner material. The stage of removing and correcting the foundation, laying the bottom plate, removing the liner material for each section equivalent to one new annual board and the part of the annual board that supports this liner material, and laying a new annual board. a step of inserting a liner material between the annular plate and the side plate; a step of welding the new annular plate and the bottom plate;
It consists of the steps of sequentially arranging a jack between the new annular plate and the bracket for each area, removing the liner material and lowering the side plate using the jack, and welding the new annular plate and the side plate. ing.

この第1、第2の発明の他の目的や特徴および利点は以
下の添付図面に沿っての詳細な説明から明らかになろう
Other objects, features, and advantages of the first and second inventions will become apparent from the detailed description below in conjunction with the accompanying drawings.

[実施例1 図面の第1.2図には第1の発明に従った貯蔵タンクの
底部補修方法、特にアニユラ−板取替方法の一実施例が
示されている。この実施例のアニユラー板取替方法にお
いては、まず側板3とアニユラー板2との間の隅肉溶接
を〃ツジングにより取り除いて、側板3とアニユラー板
2とを切り放し、次いで側板3の内面に所定の高さで周
方向に3〜4mピッチで複数個のブラケット10を溶接
により固着する。次に、この貯蔵タンク1を周方向に3
0〜50 +aの周艮毎に複数の区域に分割し、この区
域の1つにおいて、アニユラ−板2とブラケット10の
間に7ヤツキ11を配置しく第1図)、7ヤツキ11を
作動させて側板3を所定の高さまで持ち上げる。この持
上げ高さは、側板3直下のアニユラー板2同志の突合せ
溶接および検査が可能となるように50〜70ma+程
度が好ましい。ジヤツキ11により持ち上げられた側板
3とアニユラー板2との間には金欠等のライナー材12
が挿入され、側板3はその高さで支持される。側板3の
支持が完了した後にジヤツキ11を取り外して他の区域
に移し、上述と同様にして側板3を持ち上げて支持する
。この作業を貯蔵タンク1の全区域において順次繰り返
して行い、側板3全体をライナー材12で支持する(第
2図)。ここで、取替えを要するアニユラ−板2を隣接
のアニユラー板2から切り放し、ライナー材12を外し
てから当該アニユラ−板2を引きずり出し、新規のアニ
ユラー板2を、差し込んで、再びライナー材12をアニ
ユラー板2と側板3との間に挿入する。アニユラ−板2
全てを取り替える場合には、この操作を順次繰り返して
行う。差替作業完了後に、アニユラ−板2同志の溶接と
、この溶接の検査を行う。側板3をアニユラー板2に降
ろすには、先に説明した側板3のジヤツキアップの逆を
行う要領で、まず1つの区域におけるブラケット10と
アニユラー板2との間にジヤツキ11を配置し、ライナ
ー材12を抜いて側板3をノヤツキグウンさせ、この後
、ジヤツキ11を他の区域に移し、以下、この操作を繰
り返して側板3全体をアニユラー板2上に降元す。こう
して、ブラケッ)10を取り外し、アニユラ−板2と側
板3との溶接を行い、溶接後の検査を行ってアニユラ−
板2の取替えが完了する。
[Embodiment 1] Figures 1.2 of the drawings show an embodiment of a storage tank bottom repair method, particularly an annular plate replacement method, according to the first invention. In the annular plate replacement method of this embodiment, first, the fillet weld between the side plate 3 and the annular plate 2 is removed by tweezing, the side plate 3 and the annular plate 2 are cut away, and then a predetermined part is attached to the inner surface of the side plate 3. A plurality of brackets 10 are fixed by welding at pitches of 3 to 4 m in the circumferential direction in terms of height. Next, this storage tank 1 is
It is divided into a plurality of areas for each circumference of 0 to 50 +a, and in one of the areas, the 7-piece 11 is placed between the annular plate 2 and the bracket 10 (Fig. 1), and the 7-piece 11 is activated. and lift the side plate 3 to the specified height. This lifting height is preferably about 50 to 70 ma+ so that butt welding and inspection of the annular plates 2 immediately below the side plates 3 can be performed. A liner material 12 such as a metal plate is placed between the side plate 3 lifted by the jack 11 and the annular plate 2.
is inserted, and the side plate 3 is supported at that height. After the support of the side plate 3 is completed, the jack 11 is removed and moved to another area, and the side plate 3 is lifted and supported in the same manner as described above. This operation is sequentially repeated in all areas of the storage tank 1, and the entire side plate 3 is supported by the liner material 12 (FIG. 2). Here, cut off the annular plate 2 that needs to be replaced from the adjacent annular plate 2, remove the liner material 12, pull out the annular plate 2, insert a new annular plate 2, and replace the liner material 12 with the annular plate 2 again. It is inserted between the plate 2 and the side plate 3. Annular plate 2
If you want to replace everything, repeat this operation one by one. After the replacement work is completed, the annular plates 2 are welded together and this welding is inspected. To lower the side plate 3 onto the annular plate 2, first place the jack 11 between the bracket 10 and the annular plate 2 in one area, and then lower the liner material 12 in the same way as the reverse of the previously described jacking up of the side plate 3. After that, the jack 11 is moved to another area, and this operation is repeated to lower the entire side plate 3 onto the annular plate 2. In this way, the bracket 10 is removed, the annular plate 2 and the side plate 3 are welded together, and the annular plate is inspected after welding.
The replacement of board 2 is completed.

アニユラ−板の取替えの際に基礎を修正する場合には、
第2の発明が適用され、この第2の発明に従った貯蔵タ
ンクの底部補修方法の一実施例が第1.2図および第3
図に示されている。この方法においては、先に説明した
アニユラ−取替方法と同じ手順で側板3を所定高さまで
持ち上げ、ライナー材12により支持する。ここで、第
3図に示されるように、ライナー材12を支持するのに
十分な大きさのアニユラ−板(以下、ライナー材支持板
2゛という)を残して、アニユラ−板2お上り底板を切
断、撤去し、基VI!4の修正を適宜行う。この際に、
ライナー材支持板2゛の下部の基l!4にも修正を施す
場合には、ライナー材支持板2゛およびその上のライナ
ー材12の任意の1組を取り除いても、他のライナー材
支持板2′とライナー材12により側板3が支持されて
いることを考慮し、ライナー材支持板2゛とその上のラ
イナー材12を1組ずつ修正済みの基tll!4上にず
らしでいく。基礎修正完了後、必要があれば新しい底板
に取り替えて基礎4上に底板を敷設する。次いで、新規
アニユラ−板2の1枚分に相当する範囲のライナー材1
2とライナー材支持板2゛を取り外し、新規アニユラ−
板2を差し込んで再びライナー材12を新規アニユラ−
板2と側板3との間に挿入し、側板3を支持する。この
作業を繰り返して新規アニユラ−板2の敷設が完了した
ら、底板およびアニユラ−板2の溶接を行い、その検査
をする。この後、第1の発明によるアニユラ−板取答方
法の場合と同様にして、側板3を各区域毎にジヤツキグ
ランしてアニユラ−板2上に降ろし、溶接等の必要な処
理を施して、アニユラ−板取替えおよび基l!修正を完
了する。
When modifying the foundation when replacing the annual plate,
An embodiment of the storage tank bottom repair method according to the second invention is shown in FIGS. 1.2 and 3.
As shown in the figure. In this method, the side plate 3 is lifted to a predetermined height and supported by the liner material 12 in the same procedure as the annular replacement method described above. Here, as shown in FIG. 3, leave an annular plate (hereinafter referred to as liner material support plate 2) large enough to support the liner material 12, and move the annular plate 2 up to the bottom plate. Cut and remove the base VI! 4. Make appropriate modifications. At this time,
The bottom base of the liner material support plate 2! 4, even if any one set of the liner material support plate 2' and the liner material 12 thereon is removed, the side plate 3 will still be supported by the other liner material support plate 2' and the liner material 12. Taking into account the fact that 4 Shift it up. After the foundation correction is completed, if necessary, replace the bottom plate with a new one and lay the bottom plate on the foundation 4. Next, liner material 1 is applied in an area equivalent to one sheet of new annular board 2.
2 and liner material support plate 2, and install a new annular
Insert plate 2 and reinstall liner material 12 into a new annular
It is inserted between the plate 2 and the side plate 3 to support the side plate 3. After repeating this operation and completing the installation of the new annular plate 2, the bottom plate and the annular plate 2 are welded and inspected. Thereafter, in the same manner as in the method for installing the annular plate according to the first invention, the side plate 3 is jacked in each area and lowered onto the annular plate 2, and necessary treatments such as welding are performed to remove the annular plate. Board replacement and base! Complete the fix.

[発明の効果] このように、この第1、第2の発明によれば、側板をあ
る程度の幅をもって部分的にかつ連続的にジヤツキを用
いて持ち上げ或は降ろすことから、ffMタンクの一点
に応力が集中せず、またジヤツキの使用台数を減じて経
費を低減することができる。また、側板の持上げ量が少
ないので、安定性が高く、ジヤツキおよ1ブラケ・/ト
も小型のものでよく、これらの取付け・取外しも容易に
行うことができ、加えて上げ降ろし量が少なくタンク容
量が変わらないことがら、タンク回りの配管類の取合部
の切断・修正、或は構造変更の申請等をする必要がない
。更にまた、アニユラ−板をジヤツキベースやライナー
ベースとして用いるので、タンク回りの基礎に手を加え
ることなく施工できる等、経済性および施工性が大幅に
向上するという効果を有している。
[Effects of the Invention] As described above, according to the first and second inventions, since the side plate is lifted or lowered partially and continuously over a certain width using a jack, the ffM tank can be lifted or lowered at one point. Stress is not concentrated and costs can be reduced by reducing the number of jacks used. In addition, since the amount of lifting of the side plate is small, stability is high, and the jacks and brackets only need to be small, making it easy to install and remove them. Since the tank capacity does not change, there is no need to cut or modify the joints of piping around the tank or apply for structural changes. Furthermore, since the annular board is used as the jack base or liner base, construction can be carried out without modifying the foundation around the tank, which has the effect of greatly improving economical efficiency and construction efficiency.

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

第1.2図は第1、fIIJ2の発明に従った貯蔵タン
クの底部補修方法の実施例を示すもので、第1図は側板
をジヤツキアップするところを示す貯蔵タンクの部分断
面図、第2図はライナー材で側板を支持したところを示
す概略説明図、第3図は第2の発明に従った底部補修方
法の実施例においてアニユラー板および底板を撤去する
ところを示す概略説明図、第4図は従来のアニユラー板
取替方法を示す貯蔵タンクの部分断面図である。図中、
1:貯蔵タンク、2:アニユラ−板、2′ニライナー材
支持板、3:側板、4:基礎、5.12ニライナー材、
6:サポート・ピース、lOニブラケット、1にジヤツ
キ。 特許出願人   トーヨーカネツ株式会社第1図 第4図
Fig. 1.2 shows an embodiment of the method for repairing the bottom of a storage tank according to the invention of No. 1 and fIIJ2, Fig. 1 is a partial sectional view of the storage tank showing jacking up the side plate, and Fig. 2 3 is a schematic explanatory view showing the side plate supported by liner material, FIG. 3 is a schematic explanatory view showing the removal of the annular plate and the bottom plate in an embodiment of the bottom repair method according to the second invention, and FIG. 1 is a partial sectional view of a storage tank showing a conventional annular plate replacement method. In the figure,
1: Storage tank, 2: Annular plate, 2' Niliner material support plate, 3: Side plate, 4: Foundation, 5.12 Niliner material,
6: Support piece, lO bracket, jack on 1. Patent applicant: Toyo Kanetsu Co., Ltd. Figure 1 Figure 4

Claims (1)

【特許請求の範囲】 1、アニユラー板と側板とをタンク全周にわたつて切り
放す段階と、側板の内面に所定の高さにて複数個のブラ
ケットをタンク全周にわたつて適宜間隔で固着する段階
と、貯蔵タンクを周方向に複数区域に分割して順次各区
域毎にアニユラー板とブラケットとの間にジャッキを配
置して該ジャッキにより側板を持ち上げ、側板とアニユ
ラー板との間にライナー材を挿入した後に該ジャッキを
取り外し次の区域に移動させる段階と、取替えを要する
アニユラー板上のライナー材を取り外して該アニユラー
板を新規のアニユラー板に差し替え、新規のアニユラー
板と側板との間にライナー材を挿入する段階と、アニユ
ラー板等同志を溶接する段階と、順次前記各区域毎にア
ニユラー板とブラケットとの間にジャッキを配置し、ラ
イナー材を取り外して該ジャッキにより側板を降ろす段
階と、アニユラー板と側板とを溶接する段階とから成る
貯蔵タンクの底部補修方法。 2、アニユラー板と側板とをタンク全周にわたつて切り
放す段階と、側板の内面に所定の高さにて複数個のブラ
ケットをタンク全周にわたつて適宜間隔で固着する段階
と、貯蔵タンクを周方向に複数区域に分割して順次各区
域毎にアニユラー板とブラケットとの間にジャッキを配
置して該ジャッキにより側板を持ち上げ、側板とアニユ
ラー板との間にライナー材を挿入した後に該ジャッキを
取り外し次の区域に移動させる段階と、ライナー材を支
持する部分のアニユラー板以外のアニユラー板および底
板を撤去して基礎を修正する段階と、底板を敷設し、新
規アニユラー板1枚相当部分毎にライナー材および該ラ
イナー材を支持する部分のアニユラー板を取り除いて新
規アニユラー板を敷設し、新規アニユラー板と側板との
間にライナー材を挿入する段階と、新規アニユラー板お
よび底板同志を溶接する段階と、順次前記各区域毎に新
規アニユラー板とブラケットとの間にジャッキを配置し
、ライナー材を取り外して該ジャッキにより側板を降ろ
す段階と、新規アニユラー板と側板とを溶接する段階と
から成る貯蔵タンクの底部補修方法。 3、基礎を修正する段階において、ライナー材を支持す
る部分のアニユラー板の下部の基礎修正は、ライナー材
を取り外すと共に前記アニユラー板を移動させて再びラ
イナー材を挿入することを前記各アニユラー板について
順次行つた後に、行う特許請求の範囲第2項記載の貯蔵
タンクの底部補修方法。
[Claims] 1. Cutting off the annular plate and side plate over the entire circumference of the tank, and fixing a plurality of brackets at appropriate intervals to the inner surface of the side plate at a predetermined height over the entire circumference of the tank. the storage tank is circumferentially divided into a plurality of areas, a jack is sequentially placed between the annular plate and the bracket in each area, the side plate is lifted up by the jack, and the liner is placed between the side plate and the annular plate. After inserting the material, the jack is removed and moved to the next area, the liner material on the annular plate that needs to be replaced is removed and the annular plate is replaced with a new annular plate, and the liner material is removed between the new annular plate and the side plate. a step of welding together the annular plates, etc., a step of sequentially arranging a jack between the annular plate and the bracket for each area, removing the liner material and lowering the side plate with the jack. A storage tank bottom repair method comprising the steps of: and welding an annular plate and a side plate. 2. Cutting off the annular plate and side plate around the entire circumference of the tank, fixing a plurality of brackets at appropriate intervals to the inner surface of the side plate at a predetermined height, and cutting the storage tank. Divide the area into multiple areas in the circumferential direction, place a jack between the annular plate and the bracket in each area, lift the side plate with the jack, insert a liner material between the side plate and the annular plate, and then The steps include removing the jack and moving it to the next area, removing the annular plates other than the annular plate supporting the liner material and the bottom plate to correct the foundation, and laying the bottom plate and removing the part equivalent to one new annular plate. At each step, the liner material and the annular plate supporting the liner material are removed, a new annular plate is installed, the liner material is inserted between the new annular plate and the side plate, and the new annular plate and the bottom plate are welded together. a step of sequentially arranging a jack between the new annular plate and the bracket for each area, removing the liner material and lowering the side plate with the jack, and a step of welding the new annular plate and the side plate. A method for repairing the bottom of a storage tank. 3. In the step of modifying the foundation, in order to modify the foundation of the lower part of the annular plate in the part that supports the liner material, remove the liner material, move the annular board, and reinsert the liner material for each annular board. 3. The method for repairing the bottom of a storage tank according to claim 2, wherein the method is performed sequentially.
JP59259234A 1984-12-10 1984-12-10 Method of repairing bottom of storage tank Granted JPS61142186A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59259234A JPS61142186A (en) 1984-12-10 1984-12-10 Method of repairing bottom of storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59259234A JPS61142186A (en) 1984-12-10 1984-12-10 Method of repairing bottom of storage tank

Publications (2)

Publication Number Publication Date
JPS61142186A true JPS61142186A (en) 1986-06-30
JPH0422798B2 JPH0422798B2 (en) 1992-04-20

Family

ID=17331267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59259234A Granted JPS61142186A (en) 1984-12-10 1984-12-10 Method of repairing bottom of storage tank

Country Status (1)

Country Link
JP (1) JPS61142186A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02233392A (en) * 1989-02-23 1990-09-14 Takata Kogyosho:Kk Replacement of annular plate of tank
CN100360271C (en) * 2004-07-28 2008-01-09 上海五冶冶金建设有限公司检修分公司 Repairing method for crack in bottom of large inflammable and explosive medium storing tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02233392A (en) * 1989-02-23 1990-09-14 Takata Kogyosho:Kk Replacement of annular plate of tank
CN100360271C (en) * 2004-07-28 2008-01-09 上海五冶冶金建设有限公司检修分公司 Repairing method for crack in bottom of large inflammable and explosive medium storing tank

Also Published As

Publication number Publication date
JPH0422798B2 (en) 1992-04-20

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