JPH0233821B2 - ENTOKEITANKUNOSHUHEKIKUMITATEHOHO - Google Patents

ENTOKEITANKUNOSHUHEKIKUMITATEHOHO

Info

Publication number
JPH0233821B2
JPH0233821B2 JP2287083A JP2287083A JPH0233821B2 JP H0233821 B2 JPH0233821 B2 JP H0233821B2 JP 2287083 A JP2287083 A JP 2287083A JP 2287083 A JP2287083 A JP 2287083A JP H0233821 B2 JPH0233821 B2 JP H0233821B2
Authority
JP
Japan
Prior art keywords
peripheral wall
assembled
rollers
work
assembly
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 - Lifetime
Application number
JP2287083A
Other languages
Japanese (ja)
Other versions
JPS59150869A (en
Inventor
Kazuji Toyoda
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 JP2287083A priority Critical patent/JPH0233821B2/en
Publication of JPS59150869A publication Critical patent/JPS59150869A/en
Publication of JPH0233821B2 publication Critical patent/JPH0233821B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Motorcycle And Bicycle Frame (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Supply Devices, Intensifiers, Converters, And Telemotors (AREA)

Description

【発明の詳細な説明】 この発明は、第1図で例示するような直径が30
〜100m高さが15〜25mの大型の液体や気体など
を貯蔵する鋼板製の円筒形タンクの組立方法、と
くにその周壁部の組立方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention has a diameter of 30 mm as illustrated in FIG.
The present invention relates to a method of assembling a large cylindrical tank made of steel plate for storing liquids, gases, etc., with a height of ~100 m and a height of 15 to 25 m, and in particular, a method of assembling its peripheral wall.

従来、大型の鋼板製の円筒形タンクの組立方法
には、まず基礎上に底板を敷設し、次にその底板
まわりに周壁部の最下段から順に、周壁部材をレ
ンガ積みの要領で積み上げる通称レンガ積み工法
と呼ばれる方法と、周壁部をスパイラル鋼管の組
立要領で下から上に順に巻き上げて組み上げる通
称ヘリカル工法ないしスパイラル工法と呼ばれる
方法とがある。
Conventionally, the method of assembling large cylindrical tanks made of steel plates involves first laying a bottom plate on the foundation, and then stacking surrounding wall members around the bottom plate in order from the bottom of the surrounding wall in the same manner as bricklaying. There is a method called the pile construction method, and a method commonly called the helical construction method or spiral construction method, in which the peripheral wall is assembled by winding it up from the bottom to the top in the same manner as a spiral steel pipe.

ところで、前者のレンガ積み工法は、タンク本
体の周壁部を一定サイズのセグメント状を呈する
周壁部材に分割し、その周壁部材を下から1枚づ
つ順に積み上げ溶接して組み立てるものである。
ところでこの組立方法によると、組立作業の進行
にともなつて、作業が全周にわたつて高所作業と
なり、作業の安全性及び能率性の低下が余儀なく
されるという難点がある。とくに周壁部材がレン
ガ積み方式であるため、各周壁部材の溶接部が自
動溶接になじみにくく、いわゆる手溶接によらざ
るを得ないという欠点があつた。
By the way, the former bricklaying method is one in which the peripheral wall portion of the tank body is divided into segment-shaped peripheral wall members of a certain size, and the peripheral wall members are stacked one by one from the bottom and assembled by welding.
However, according to this assembly method, as the assembly work progresses, the work must be done at high places all around the circumference, which inevitably reduces the safety and efficiency of the work. In particular, since the peripheral wall members are made of brickwork, the welded portions of each peripheral wall member are difficult to adapt to automatic welding and have to be manually welded.

また、後者のヘリカル工法ないしスパイラル工
法は、前者に比較して高所作業が少なく、周壁部
材の供給を低所で、かつ一定場所で行うことがで
き、その組立作業の安全性と作業の能率性に優れ
ているとされている。しかし、この方法は、周壁
全体を一種のスパイラル鋼管の構造で組立てるも
のであるため、その周壁部材の板取りに問題点が
ある。
In addition, the latter helical construction method or spiral construction method requires less work at heights than the former, and the surrounding wall components can be supplied at a low location and in a fixed location, improving the safety and efficiency of the assembly work. It is said to have excellent sex. However, since this method involves assembling the entire peripheral wall with a type of spiral steel pipe structure, there is a problem in cutting the peripheral wall members.

いずれにして、従来方法には、それぞれ一長一
短があり、安全性、作業性とくに自動溶接の適用
による品質の向上や作業能率の向上の面からのさ
らに改善が要請されている。
In any case, each of the conventional methods has its advantages and disadvantages, and further improvements are required in terms of safety, workability, and in particular improvement in quality and work efficiency through the application of automatic welding.

本発明方法は、こうした要請に応えるため開発
したもので、在来工法の利点、欠点を配慮し、と
くに自動溶接作業の適用を容易にし、レンガ積み
工法、ヘリカルないしスパイラル工法に対し、回
転工法ともいうべき新しい方法を提供するもので
ある。
The method of the present invention was developed in response to these demands, and takes into account the advantages and disadvantages of conventional construction methods, and in particular facilitates the application of automatic welding work, and is compatible with rotary construction methods as well as brick masonry construction methods, helical construction methods, and spiral construction methods. It provides a new way to say things.

その方法の特徴とするところは、まず、円筒周
壁部の最下段に相当する周壁部を組立て、その最
下段の周壁部の上端縁の上方に、一定間隔で上位
段の周壁部を支持するローラーを配置し、そのロ
ーラー上で上位段の周壁部材を積み上げ溶接し、
その積み上げ溶接の終了した周壁部を前記ローラ
ーを利用して円周方向に移動させ、そのあとに周
壁部材を継ぎ足し積み上げ溶接して、上位段の全
周壁部を一定場所で組立て、しかるのち前記ロー
ラーを撤去し、最下段周壁部と上位段周壁部とを
一体的な円筒周壁に組み立てるように工夫したも
のである。
The feature of this method is that first, a peripheral wall corresponding to the lowermost stage of the cylindrical peripheral wall is assembled, and rollers are placed above the upper edge of the lowermost peripheral wall to support the upper peripheral wall at regular intervals. The peripheral wall members of the upper stage are stacked and welded on the rollers.
The circumferential wall portion that has been stacked and welded is moved in the circumferential direction using the roller, and then additional circumferential wall members are stacked and welded to assemble the entire circumferential wall portion of the upper stage at a fixed location, and then the roller The lowermost peripheral wall and the upper peripheral wall are assembled into an integrated cylindrical peripheral wall.

さらに、これを実施例に基づいて具体的に説明
すると、第2図で示すように、まず周壁部の最下
段に相当する周壁部1を組立てる。2は各段の周
壁部を構成するセグメント状の周壁部である。
Further, to explain this in detail based on an example, as shown in FIG. 2, first, the peripheral wall portion 1 corresponding to the lowermost stage of the peripheral wall portions is assembled. Reference numeral 2 denotes a segment-shaped peripheral wall portion constituting the peripheral wall portion of each stage.

次にその最下段の周壁部1の上端縁3の上方
に、一定の間隔で、支持するローラー4を配置す
る。
Next, supporting rollers 4 are placed above the upper edge 3 of the lowermost peripheral wall portion 1 at regular intervals.

そして、そのローラー4,4…の上で第3図で
示すように上位段の周壁部5,5…を積み上げ組
立てる。
Then, as shown in FIG. 3, the peripheral wall portions 5, 5, . . . of the upper stage are stacked and assembled on the rollers 4, 4, .

すなわち、第3,4図で示すようにクレーン6
等で周壁部材2を吊り込みローラー4,4…上で
組立てる。
That is, as shown in Figures 3 and 4, the crane 6
etc., to suspend the peripheral wall member 2 and assemble it on the rollers 4, 4, . . . .

なお、第3図・第4図および第5,6図で7
は、前記周壁部材2を吊り込み組立てる際の足場
で、組立てる全周壁長さの1/8〜1/9の範囲に立設
されている。
In addition, in Figures 3 and 4 and Figures 5 and 6, 7
is a scaffold for suspending and assembling the peripheral wall member 2, and is erected in the range of 1/8 to 1/9 of the total length of the peripheral wall to be assembled.

次に第3図および第4,5図で示すようにロー
ラー4,4…上で、上位段の周壁部の一部(全周
壁長さの1/8〜1/9)の組立てが終了すると、そ組
立ての終つた周壁部5を前記ローラー4,4…を
利用して円周方向(矢印方向)に移動させ、その
あとにさらに周壁部材2を吊り込み、順次継ぎ足
し組立てる。以下、この要領で順に上位段の周壁
部5,5…を積み上げ組立て溶接する。すなわち
ローラー4,4…上で組み終つた周壁部分をロー
ラー4,4…を利用して移動させ、その移動させ
たあとに、順に周壁部材2を吊り込み、組立作業
における周壁部材の搬入から組みつけ、溶接と一
連の作業を一定場所で行うようにした点に特徴を
有するものである。
Next, as shown in Figure 3 and Figures 4 and 5, when the assembly of a part of the upper stage peripheral wall (1/8 to 1/9 of the total peripheral wall length) is completed on the rollers 4, 4... The assembled peripheral wall portion 5 is moved in the circumferential direction (in the direction of the arrow) using the rollers 4, 4, . Thereafter, in this manner, the peripheral wall portions 5, 5, . . . of the upper stage are sequentially stacked and assembled and welded. That is, the peripheral wall portion that has been assembled on the rollers 4, 4... is moved using the rollers 4, 4..., and after that movement, the surrounding wall member 2 is hung in order, and the assembly process is performed from carrying in the surrounding wall member to assembly in the assembly work. The unique feature is that the process of finding and welding is carried out at a fixed location.

そしてローラー4,4…上での全上位段の周壁
部5の組立てが終了すると、その上位段の周壁部
5を支えているローラー4,4…を撤去して、最
下段の周壁部1と、その上位段の周壁部5とを一
体的に溶接し、全周壁部の組立てを完了させるも
のである。
When the assembly of all the upper stage peripheral wall parts 5 on the rollers 4, 4... is completed, the rollers 4, 4... supporting the upper stage peripheral wall part 5 are removed, and the lowermost stage peripheral wall part 1 and the lowermost stage peripheral wall part 1 are removed. , and the peripheral wall portion 5 of the upper stage are integrally welded to complete the assembly of the entire peripheral wall portion.

さて、本発明による周壁部の組立方法は、前述
したように周壁部の2段目以上5′,5″,5…
を最下段の周壁部1の上で、回転させながら順次
積み上げて組立てる方式で、周壁部材2の搬入か
ら組付け、溶接の一連の作業が一定の限られた場
所で実施されるものであるため、次のような利点
がある。
Now, as described above, the method for assembling the peripheral wall according to the present invention includes the second and higher stages of the peripheral wall 5', 5'', 5...
This is a method in which the peripheral wall members 2 are sequentially stacked and assembled on top of the lowermost peripheral wall part 1 while rotating, and the series of operations from carrying in the peripheral wall members 2 to assembly and welding are carried out in a certain limited place. , has the following advantages:

(1) 周壁部材の搬入、組立、溶接それぞれの作業
が、限られた一定場所で実施できるため、タン
クの建設場所に制約がある場合でも対応でき
る。
(1) The work of transporting, assembling, and welding surrounding wall members can be carried out in a limited fixed location, so it can be handled even if there are restrictions on the tank construction location.

例えばレンガ積み工法によれば、建設すべき
タンクの全外周まわりに、かなりの作業ヤード
を確保することが必要であるが、これが限られ
た外周域で作業が可能である。
For example, according to the bricklaying method, it is necessary to secure a considerable working yard around the entire outer circumference of the tank to be constructed, but this work can be done within a limited outer circumferential area.

(2) また隣接位置に可燃性の危険物を貯蔵するタ
ンク等がある場合、組立に火気使用がともなう
ため、防火対策が必要となるが、前述した通
り、作業場所が限定されるため、その部分だ
け、実施例で示すと第5図で示す作業足場7の
部分を防火シート等で囲めばよく、効果的な防
火対策が可能である。
(2) In addition, if there is a tank storing flammable hazardous materials in an adjacent location, fire prevention measures will be required because the assembly involves the use of fire, but as mentioned above, the work area is limited, so Effective fire prevention measures can be taken by enclosing only a portion of the work scaffold 7 shown in FIG. 5 with a fire prevention sheet or the like.

(3) 周壁部材の組付け、溶接作業が限られた場所
であり、しかも溶接部は、円周方向の水平溶接
と縦方向の垂直溶接であるため自動溶接が容易
で、例えば第5図および第6図で示すように作
業足場内にその自動溶接装置8を組付け能率的
な溶接が可能である。
(3) Assembling and welding of peripheral wall members is done in a limited area, and the welds are horizontal welds in the circumferential direction and vertical welds in the longitudinal direction, so automatic welding is easy; for example, as shown in Figure 5 and As shown in FIG. 6, the automatic welding device 8 can be assembled into a work scaffold to perform efficient welding.

また、第5図で示すように、作業足場7にシ
ートや屋根9を組付け、防風、防雨対策として
おけば溶接作業が天候にかかわりなく実施で
き、工程管理はもちろん溶接作業管理も徹底
し、高品質の製品を作りだすことができる。
Furthermore, as shown in Fig. 5, if a sheet or roof 9 is attached to the work scaffold 7 to prevent wind and rain, welding work can be carried out regardless of the weather, and not only process control but also welding work management can be carried out. , can produce high quality products.

(4) さらに、従来のレンガ積み工法においては、
本体周壁面に組立作業用の足場を仮設し、作業
終了後足場用ブラケツトの撤去といつた余分の
作業が必要であつたが、それが不要であるため
工期の短縮を可能とする。
(4) Furthermore, in the conventional bricklaying method,
It was necessary to temporarily set up scaffolding for assembly work on the peripheral wall of the main body, and remove the scaffolding bracket after the work was completed, but since this is not necessary, the construction period can be shortened.

また、上段周壁部5の溶接部検査は、第6図
で示すように組立ての終了した周壁部に走行式
のゴンドラ10を架支し、これを利用して組立
工程中に実施できる。
Furthermore, the inspection of the welded portion of the upper peripheral wall 5 can be carried out during the assembly process using a traveling gondola 10 mounted on the assembled peripheral wall as shown in FIG.

以上のように本発明組立方法によれば、限られ
た場所で部材の搬入、組立、溶接といつた一連の
作業が実施でき、組立作業で問題となる作業ヤー
ドの確保が容易であり、また自動溶接の適用が可
能で、作業の効率性はもちろん製品の品質向上に
役立ち、従来の組立方法に比較して格段の効果を
もつものである。
As described above, according to the assembly method of the present invention, a series of operations such as carrying in parts, assembly, and welding can be carried out in a limited place, and it is easy to secure a work yard, which is a problem in assembly operations. Automatic welding can be applied, which not only improves work efficiency but also improves product quality, and is significantly more effective than conventional assembly methods.

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

第1図は本発明組立方法を適用する鋼板製円筒
形タンクの正面図、第2図以下第4図は組立順序
に基づき、その方法を示すもので、第2図は最下
段周壁を組立てるとともに、その上端縁にローラ
ーを配置した状態、第3図はそのローラー上にク
レーンを利用して上段周壁部材を吊り込み組上げ
た状態、第4図は同じさらに上位段の周壁部材を
吊り込み組上げた状態をそれぞれ示すものであ
る。第5図は組立足場部分の詳細を示す正面図、
第6図は第5図のX−X縦断面図である。 1……最下段周壁部、2……周壁部材、3……
上端縁、4……支持ローラー、5……上段周壁
部、6……クレーン、7……作業足場、8……自
動溶接装置、9……仮設屋根、10……走行式ゴ
ンドラ。
Figure 1 is a front view of a cylindrical steel tank to which the assembly method of the present invention is applied, Figures 2 and 4 show the method based on the assembly order, and Figure 2 shows how to assemble the lowermost peripheral wall and , with rollers placed on its upper edge, Figure 3 shows a state in which the upper peripheral wall member is suspended and assembled onto the roller using a crane, and Figure 4 shows the same upper stage peripheral wall member suspended and assembled. They each indicate the status. Figure 5 is a front view showing details of the assembled scaffolding part;
FIG. 6 is a longitudinal sectional view taken along the line XX in FIG. 5. 1... Lowermost peripheral wall portion, 2... Peripheral wall member, 3...
Upper edge, 4... Support roller, 5... Upper peripheral wall portion, 6... Crane, 7... Working scaffold, 8... Automatic welding device, 9... Temporary roof, 10... Traveling gondola.

Claims (1)

【特許請求の範囲】[Claims] 1 セグメント状の周壁部材を多段に積み上げ接
合し、円筒周壁を構成した円筒形タンクにおい
て、まず最下段の周壁部を組み、その周壁部の上
端縁の上方に、一定間隔で上位段の周壁部を支持
するローラーを配置し、そのローラー上で上位段
の周壁部材を積み上げ溶接し、その積み上げ溶接
の終了した周壁部を前記ローラーを利用して円周
方向に移動させ、そのあとに周壁部材を継ぎ足し
積み上げ溶接して、上位段周壁部を一定場所で組
み、しかるのち前記ローラーを撤去し、最下段周
壁部と上位段周壁部とを一体的な円筒周壁に組立
てることを特徴とする円筒形タンクの周壁組立方
法。
1. In a cylindrical tank in which a cylindrical peripheral wall is formed by stacking and joining segment-shaped peripheral wall members in multiple stages, the lowest stage peripheral wall is assembled first, and the upper stage peripheral wall parts are placed at regular intervals above the upper edge of the peripheral wall. The peripheral wall members of the upper stage are stacked and welded on the rollers, and the peripheral wall parts that have been stacked and welded are moved in the circumferential direction using the rollers, and then the peripheral wall members are moved. A cylindrical tank characterized in that the upper stage peripheral wall is assembled at a certain location by welding and stacking, and then the roller is removed, and the lowermost stage peripheral wall and the upper stage peripheral wall are assembled into an integral cylindrical peripheral wall. How to assemble the surrounding wall.
JP2287083A 1983-02-16 1983-02-16 ENTOKEITANKUNOSHUHEKIKUMITATEHOHO Expired - Lifetime JPH0233821B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2287083A JPH0233821B2 (en) 1983-02-16 1983-02-16 ENTOKEITANKUNOSHUHEKIKUMITATEHOHO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2287083A JPH0233821B2 (en) 1983-02-16 1983-02-16 ENTOKEITANKUNOSHUHEKIKUMITATEHOHO

Publications (2)

Publication Number Publication Date
JPS59150869A JPS59150869A (en) 1984-08-29
JPH0233821B2 true JPH0233821B2 (en) 1990-07-31

Family

ID=12094724

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2287083A Expired - Lifetime JPH0233821B2 (en) 1983-02-16 1983-02-16 ENTOKEITANKUNOSHUHEKIKUMITATEHOHO

Country Status (1)

Country Link
JP (1) JPH0233821B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0329522U (en) * 1989-07-28 1991-03-25
JP2007321357A (en) * 2006-05-30 2007-12-13 Ishii Iron Works Co Ltd Method of replacing reservoir side plate

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4924414B1 (en) * 1969-09-29 1974-06-22
JPS51129534U (en) * 1975-04-04 1976-10-19
JPS54139538U (en) * 1978-03-20 1979-09-27
JPS56155098U (en) * 1980-04-19 1981-11-19
JPS57204398U (en) * 1981-06-23 1982-12-25

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0329522U (en) * 1989-07-28 1991-03-25
JP2007321357A (en) * 2006-05-30 2007-12-13 Ishii Iron Works Co Ltd Method of replacing reservoir side plate

Also Published As

Publication number Publication date
JPS59150869A (en) 1984-08-29

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