JPS5921270B2 - Assembly method for large welded structures - Google Patents
Assembly method for large welded structuresInfo
- Publication number
- JPS5921270B2 JPS5921270B2 JP8736680A JP8736680A JPS5921270B2 JP S5921270 B2 JPS5921270 B2 JP S5921270B2 JP 8736680 A JP8736680 A JP 8736680A JP 8736680 A JP8736680 A JP 8736680A JP S5921270 B2 JPS5921270 B2 JP S5921270B2
- Authority
- JP
- Japan
- Prior art keywords
- piece
- pieces
- block
- welded
- welding
- 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
Links
- 238000000034 method Methods 0.000 title claims description 5
- 238000003466 welding Methods 0.000 claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 2
- 230000000452 restraining effect Effects 0.000 description 13
- 238000010276 construction Methods 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 208000032544 Cicatrix Diseases 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 230000037387 scars Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
Description
【発明の詳細な説明】
本発明は、高炉や貯留タンク等の大型溶接建造物を構築
する際に、側壁を構成する鋼板ブロックを順次塔載しな
がら組み付け溶接する組立工法に関し、特にこれらの鋼
板ブロックに取り付ける位置規毒l用ピースを改良して
、少数のピースで確実な位置規制ができると共にこれら
のピースを多目的に利用する様にしたものである。[Detailed Description of the Invention] The present invention relates to an assembly method for assembling and welding steel plate blocks constituting side walls while sequentially mounting them on a tower when constructing large welded structures such as blast furnaces and storage tanks. The position regulating piece attached to the block has been improved so that reliable position regulation can be performed with a small number of pieces, and these pieces can be used for multiple purposes.
前記の様な建造物の構築に当つては、夫々設計寸法に裁
断され或は更に湾曲された鋼板ブロックを組み立て、夫
々所定部を溶接して構築する。In constructing the above-mentioned buildings, steel plate blocks cut to design dimensions or further curved are assembled, and predetermined portions of the blocks are welded together.
そして組み付けに当つては、鋼板ブロックの側縁部に各
種の鉄片(ピース)を仮付け溶接して、隣接ブロックと
の面合わせを行なうと共に、開先を正しく保持し、更に
これらのピースを互いのブロックに仮付け溶接して位置
保持し、次いで本溶接が行なわれることが多い。そして
これらのピースとしては、隣接ブロックとの間に正しい
立向溶接線を保持し且つ傾き等を規制するための拘束ピ
ースと、互いの面を一致させるための肌合わせピース或
はブロック上部に積載されるブロックを安定的に保持す
る様な案内用ピース等が利用され、これらは夫々要求さ
れる部分に設けられる。従つて多数のピースを取り揃え
ておく必要があるだけでなく、これらの取付作業にも多
くの時間を必要としている。またこれらのピース溶接は
一部のものを除いて現場で行なわれ、製作過程を示す図
面には、いずれの部分にピースが設けられて構成された
か判らない。この様なところから1工場において鋼板ブ
ロックを製造加工する際にピースを予め所定位置に溶接
しておき、2現場ではピース同士溶接することがあつて
も、ピースをブロックに溶接する様な手数を省くことが
望まれる。即ちピースと鋼板ブロックとは厚さが相当異
なるので、この溶接は工場に特設される専用溶接装置で
行なうことが能率的である。また記録として残すことも
できる。When assembling, various pieces of iron are tack-welded to the side edges of the steel plate blocks, and they are aligned with the adjacent blocks, the grooves are maintained correctly, and these pieces are aligned with each other. It is often tack welded to the block to hold it in place, and then main welding is performed. These pieces include a restraining piece to maintain the correct vertical weld line between adjacent blocks and to control inclination, etc., and a matching piece to match each other's surfaces, or a piece loaded on the top of the block. Guide pieces and the like are used to stably hold the blocks to be used, and these are provided at required locations. Therefore, not only is it necessary to keep a large number of pieces in stock, but also the installation work requires a lot of time. Also, with the exception of some pieces, these piece welds were performed on-site, and the drawings showing the manufacturing process do not show which parts the pieces were attached to. From this point of view, when manufacturing and processing steel plate blocks at one factory, the pieces are welded in advance to a predetermined position, and even if the pieces are welded together at the second site, it is possible to avoid the trouble of welding the pieces to the block. It is desirable to omit it. That is, since the thickness of the piece and the steel plate block are considerably different, it is efficient to perform this welding using a special welding device specially installed in the factory. It can also be kept as a record.
第1図は、代表例として高炉の組み立てを示す側面説明
図、第2図は第1図における要部の拡大見取図、第3図
は第2図に他のブロツクを隣接させた説明見取図、第4
図は第2図の一部拡大平面図で、従来の組立工法を示す
ものである。Figure 1 is an explanatory side view showing the assembly of a blast furnace as a typical example, Figure 2 is an enlarged sketch of the main parts in Figure 1, Figure 3 is an explanatory sketch of Figure 2 with other blocks adjacent to it, 4
The figure is a partially enlarged plan view of FIG. 2, showing a conventional assembly method.
即ち高炉1の構築に当つては、多数枚の鋼板プロツク2
(一般に4〜8枚)をもつて周壁を形成し、その上部へ
再びプロツク2を積み重ねて、立向溶接継手部3および
横向溶接継手部4が溶接されて組み立てられる。ところ
でこの様な鋼板プロツク2は、1枚が10〜100トン
にも達するものであるから塔載時の位置決め作業が困難
であり、高炉では1日に2〜4枚のプロツクが塔載でき
れば能率のよい方である。従つてこの様な塔載並びに位
置決めを簡単に行ない得る様にする為に前記ピースが禾
用される様になつてきたが、従来利用されたピースは、
立向溶接部3VC設けられる拘束ピース5,5と、該ピ
ースの中間に設けられる肌合わせ用ピース6,6、およ
び頂縁部に設けられる案内用、ピース7,7であり、こ
れらは工場で予め溶接される力ζ案内用ピース1は現場
で取り付けられることもある。そして拘束ピース5は、
第2図および第4図に示す様に、立向溶接開先線を跨ぐ
様な凹部9を形成したコ字形鋼板とし、その取付側5a
が工場でプロツク2VC溶接される。尚第2図では拘束
ビース5をプロツク2の外周側にのみ取り付けたものを
示したが、第4図の様に両側に取り付けることもある。
また取付側5aと反対側には溶接取付部10が形成され
、該取付部10は新たに塔載されるブロツク2aの外周
面と対向して溶接開先となる。他方肌合わせ用ピース6
は、外周側のピース6をL型形状としてその短片側をプ
ロツク2に溶接し、内側ピース6aは、内面と同じ面で
突出するように溶接されこれらは一般に工場溶接でプロ
ツク2の両側に対設される。そして工場において製作加
工された塔載用プロツク2aは、構築現場に搬入されて
第1図の様にクレーン等で吊り上げ、既設ブロツク2の
頂縁(横向溶接部4)および側縁(立向溶接部)にそれ
ぞれ合致する様に配置する。配置に当つては、その下縁
部が既設ブロツク2の頂縁部に設けられた案内用ピース
7,7aの間に挿入され、該ピース7,7aは、第7図
K示す様に、プロツク2aが挿入される間隙で設けられ
て、挿入プロツク2aを支持する。また側縁は、既設プ
ロツク2側に設けられた前記拘束ピース5および肌合わ
せ用ピース6,6aの間に挿入され、開先3を保持して
から第3図の様に肌合わせピース6VCそれぞれ楔片8
を挿入して〜プロツク2aを前記内側肌合わせピース6
aに当接させて肌合せを行ない、次いで拘束ピース5の
取付部10をプロツク2aVC溶接10aして位置決め
を終了する。そして溶接は仮付け溶接してから適当な手
段で立向溶接される。ところでこの様な拘束ピース5お
よび肌合わせ用ピース6は、ブロツク2の側縁から突出
しており、搬送等において邪魔になる。That is, in constructing the blast furnace 1, a large number of steel plate blocks 2 are used.
(generally 4 to 8 pieces) are used to form a peripheral wall, the blocks 2 are again stacked on top of the peripheral wall, and the vertical weld joint 3 and the horizontal weld joint 4 are welded and assembled. By the way, each of these steel plate blocks 2 weighs 10 to 100 tons, so it is difficult to position them when loading them into the tower.In a blast furnace, efficiency is improved if 2 to 4 plates can be loaded in the tower in one day. It is the better one. Therefore, the above-mentioned pieces have come to be used to facilitate such mounting and positioning, but the pieces conventionally used are
These are restraining pieces 5, 5 provided at the vertical welding part 3VC, skin matching pieces 6, 6 provided in the middle of the pieces, and guide pieces 7, 7 provided at the top edge, and these are factory-installed. The pre-welded force ζ guiding piece 1 may also be installed on site. And restraint piece 5 is
As shown in FIGS. 2 and 4, the U-shaped steel plate is formed with a recess 9 that straddles the vertical weld groove line, and the mounting side 5a
is welded to PROTSU 2VC at the factory. Although FIG. 2 shows the restraining bead 5 attached only to the outer peripheral side of the block 2, it may be attached to both sides as shown in FIG. 4.
Further, a welding attachment part 10 is formed on the side opposite to the attachment side 5a, and the attachment part 10 becomes a welding groove facing the outer circumferential surface of the block 2a newly mounted on the tower. Other piece for skin matching 6
In this case, the outer piece 6 is L-shaped and its short side is welded to the block 2, and the inner piece 6a is welded so as to protrude on the same surface as the inner surface, and these are generally factory welded to both sides of the block 2. will be established. Then, the tower-mounted block 2a manufactured and processed in the factory is transported to the construction site and lifted by a crane, etc. as shown in Fig. 1. Place them so that they match each other. When placing it, its lower edge is inserted between the guide pieces 7, 7a provided at the top edge of the existing block 2, and the pieces 7, 7a are inserted into the block as shown in FIG. 7K. 2a is provided in the insertion gap to support the insertion block 2a. Further, the side edges are inserted between the restraining piece 5 and skin matching pieces 6, 6a provided on the existing block 2 side, and after holding the groove 3, the skin matching pieces 6VC are respectively inserted as shown in FIG. Wedge piece 8
Insert ~ block 2a into the inner skin matching piece 6
a to perform skin alignment, and then the mounting portion 10 of the restraint piece 5 is VC welded 10a to the block 2a to complete positioning. Then, welding is performed by tack welding and then vertical welding by appropriate means. By the way, such a restraint piece 5 and a skin matching piece 6 protrude from the side edge of the block 2, and become a hindrance during transportation or the like.
また拘束ピース5はプロツク2aに溶接しなければなら
ず、又案内用ピース7,7aにおいてはブロツク厚さの
間隙が形成されるので僅かの狂いによつて挿入困難を招
き、剥離や切損を生じることが多く現場で修正溶接しな
ければならないこともある。またこれらのピースのうち
特に肌合わせ用および案内用ピースは、立向訃よび横向
溶接に先立つてトーチの移動を阻害するので、切除しな
ければならず、手数を要している。その為本発明では、
プロツクの側縁に関しては、拘束ピースを肌合わせピー
スとして兼用できる様にすると共に、その拘束ピースの
位置決めを現場における拘束ピース同士の溶接で行なう
様に構成し、案内用ピースは、ブロツク厚さより広く形
成して一方側へ寄せて位置決めし、更に横向き溶接に先
立つ切除操作を簡単ならしめると共にその残留部分をプ
ロツク溶接部の一部として利用する様にしたものである
。In addition, the restraint piece 5 must be welded to the block 2a, and a gap as thick as the block is formed between the guide pieces 7 and 7a, so a slight deviation may make insertion difficult and may cause peeling or breakage. This often occurs and may require correction welding on site. Furthermore, among these pieces, the matching and guide pieces in particular obstruct the movement of the torch prior to vertical and horizontal welding, and therefore must be removed, which is time-consuming. Therefore, in the present invention,
Regarding the side edges of the block, the restraining piece can be used as a skin matching piece, and the positioning of the restraining piece can be done by welding the restraining pieces together on site, and the guide piece is wider than the block thickness. It is formed and positioned on one side to simplify the cutting operation prior to horizontal welding, and the remaining portion can be used as part of the block weld.
以下本発明を第5図、第6図および第8図以下に示す実
施例に基づいて詳細に説明するが、図は具体的な実施の
一例を示すもので、本発明はこれらの図示例に限定され
ず、前・後記の趣旨に徴して部品の形状を変更したり、
或は設計の一部を変更しても同様に実施することができ
る。即ち本発明では、前記拘束ピース11,13を、第
5図の様に各ブロツク側縁の同じ高さ位置に工場で溶接
すると共に、該拘束ピース11,13は、L形の鋼板で
形成してその一端側をプロツク2,2aVCそれぞれ溶
接11a,13aし、他端側12,14をそれぞれプロ
ツクの端面と一致させ且つ開先を形成する。そして組み
立てに当つては、・第,6図の様にこれらの拘束ピース
11,13を互いに合わせて前記開先12,14を溶接
するものである。従つて拘束ピースの現場溶接は、ピー
ス同士を溶接するので簡単にしかも確実に溶接できる。
また該溶接に先立つてピースとプロツクの間に18とし
て示す様な楔材を押入し、これによつてプロツク同士の
肌合わせを行なうので、拘束ピース11,13の接合の
みで拘束と肌合わせが兼用でき、従来の肌合わせ用ピー
スは全く不要になる。他方案内用ピース16,15は、
第8図に示す様に内側のピース16の溶接取付面側に凹
部16aを形成する。Hereinafter, the present invention will be explained in detail based on the embodiments shown in FIGS. 5, 6, and 8 and below. Without limitation, changing the shape of parts for the purposes mentioned above and below,
Alternatively, the same implementation is possible even if a part of the design is changed. That is, in the present invention, the restraint pieces 11 and 13 are welded at the same height position on the side edge of each block at the factory as shown in FIG. 5, and the restraint pieces 11 and 13 are formed of L-shaped steel plates. Then, one end side of the blocks 2, 2a and VC are welded 11a, 13a, respectively, and the other end sides 12, 14 are aligned with the end face of the block, respectively, and a groove is formed. When assembling, these restraining pieces 11 and 13 are brought together and the grooves 12 and 14 are welded together as shown in FIGS. Therefore, in the on-site welding of the restraint pieces, the pieces are welded together, so welding can be performed simply and reliably.
In addition, prior to welding, a wedge material as shown as 18 is inserted between the pieces and the blocks, and the blocks are brought into contact with each other by this, so that only by joining the restraining pieces 11 and 13, restraint and skin matching can be achieved. It can be used for both purposes, making the traditional skin matching piece completely unnecessary. On the other hand, the guide pieces 16 and 15 are
As shown in FIG. 8, a recess 16a is formed on the welding attachment surface side of the inner piece 16.
該凹部16aの高さ位置としては、プロツクの頂縁を該
凹部16a内に位置させたり(第8図)、或は第10図
の如く、頂縁よりも僅か下方位置とする。一方外周側に
対設するピース15は、頂縁を含めて上方に開放された
溝間隙15aを形成する様な形状としてプロツクに溶接
し、これらの溶接は工場において行なう。この様な案内
用ピースの利用に当つては、頂縁にプロツクを塔載して
から、外側ピース15の溝間隙15aに17で示す様な
楔片を押入し、これによつて塔載プロツクを第10図矢
印の様に内側ピース側に移動させて位置決めする。この
様にすれば、ピースの間隔がプロツクの厚さより広く形
成されているので、前記の様な切損事故がない。また位
置決めされ、仮付けされて横向溶接を行なうときは、こ
れらピース15,16を溶断部15b,16bから夫々
切除すれば、これらの上部側は極めて簡単に開放するこ
とができ、連続した横向溶接開先を形成して溶接作業を
高能率化できる。更に溶断した残留部は、そのままプロ
ツクに残してもよい。またこれらのピース15,16r
cついては、その外周側ピース15を内側より高く形成
しておけば、塔載プロツクを内側から配置する場合にこ
れに当接させて保持でき好都合である。尚必要によつて
はこれらを反対に形成することもできる。尚拘束ピース
側の立向溶接に当つては、エレクトロスラグ溶接手段が
利用されるので、これらの拘束ピースは、銅当金保持用
ブラケツトとして利用される。The height of the recess 16a is such that the top edge of the block is located within the recess 16a (FIG. 8), or slightly below the top edge as shown in FIG. On the other hand, the piece 15 facing the outer periphery is welded to the block in such a shape as to form a groove gap 15a that is open upward including the top edge, and these welds are performed at a factory. When using such a guide piece, after mounting the block on the top edge, a wedge piece as shown at 17 is pushed into the groove gap 15a of the outer piece 15, thereby allowing the block to be mounted on the top edge. Move and position the inner piece as shown by the arrow in Figure 10. In this way, the distance between the pieces is made wider than the thickness of the block, so there is no accident of breakage as described above. Furthermore, when performing horizontal welding after being positioned and temporarily attached, the upper sides of these pieces can be opened extremely easily by cutting out these pieces 15 and 16 from the fusing parts 15b and 16b, respectively, and continuous horizontal welding can be performed. By forming a groove, welding work can be made more efficient. Furthermore, the remaining part that has been fused may be left on the block as it is. Also these pieces 15, 16r
Regarding c, it is convenient if the outer peripheral piece 15 is formed higher than the inner side, so that when the column-mounted block is placed from the inside, it can be held in contact with it. It should be noted that these can be formed in the opposite manner if necessary. Incidentally, since electroslag welding means is used for vertical welding on the restraining piece side, these restraining pieces are used as brackets for holding the copper dowel.
本発明は、この様な大型溶接建造物の組み立てに当つて
、隣設および塔載されるプロツクの拘束ピースおよび案
内用ピースを前記した様に構成して組み立てるから、肌
合わせピースが不要になり、且つその取り付けは工場溶
接で行なうので記録として残すことができる。According to the present invention, when assembling such a large welded structure, the restraining pieces and guiding pieces of the adjacent and mounted blocks are configured and assembled as described above, so that a matching piece is not required. , and since the installation is done by factory welding, it can be kept as a record.
また現場では拘束ピースを溶接するだけで位置決め設定
ができ、極めて能率的である。またこの様な案内用ピー
スとすることによつて、切除部の傷跡を手入して亀裂を
検査する等の付帯作業がなくなり、短期間で建造するこ
とができる。In addition, positioning can be done on site simply by welding the restraint pieces, making it extremely efficient. Further, by using such a guide piece, there is no need for incidental work such as cleaning the scars of the cut portion and inspecting for cracks, and the construction can be completed in a short period of time.
第1図は高炉構築の一例を示す説明図、第2図は第1図
の一部を拡大した説明見取図、第3図は第2図に新たな
プロツクを位置した説明見取図、第4図は第2図の平面
図、第5図は本発明に利用する拘束ピースを示す平面図
、第6図は第5図の経過説明平面図、第7図は第4図の
切析線−の矢印方向断面図、第8図および第9図は第6
図における切断線,・−Yl訃よび一の矢印方向断面図
、第10図は第8図の他の構成例を示す断面図である。
1・・・・・・高炉、2・・・・・・鋼板プロツク、3
・・・・・・立向溶接部、4・・・・・・横向溶接部、
5・・・・・・拘束ピース、6・・・・・・肌合わせ用
ピース、7・・・・・・案内用ピース、8,17,18
・・・・・楔片、9・・・・・・凹部、10・・・・・
・取付部、11,13・・・・・・拘束ピース、12,
14・・・・・・溶接開先、15,16・・・・・・案
内用ピース。Fig. 1 is an explanatory diagram showing an example of blast furnace construction, Fig. 2 is an explanatory sketch that enlarges a part of Fig. 1, Fig. 3 is an explanatory sketch showing a new block in Fig. 2, and Fig. 4 is an explanatory sketch showing an example of the construction of a blast furnace. FIG. 2 is a plan view, FIG. 5 is a plan view showing a restraining piece used in the present invention, FIG. 6 is a plan view explaining the progress of FIG. 5, and FIG. 7 is a cutting line - arrow in FIG. 4. Directional sectional views, Figures 8 and 9 are
10 is a sectional view showing another configuration example of FIG. 8. 1... Blast furnace, 2... Steel plate block, 3
... Vertical welding section, 4... Horizontal welding section,
5...Restriction piece, 6...Skin matching piece, 7...Guiding piece, 8, 17, 18
...Wedge piece, 9...Concavity, 10...
・Mounting part, 11, 13...Restriction piece, 12,
14... Welding groove, 15, 16... Guide piece.
Claims (1)
び横向溶接して組立てる建造物の組立工法であつて、鋼
板ブロックの立向および横向溶接継手部に設ける位置決
め、肌合わせ兼用ピース及び案内用ピースを夫々鋼板の
内・外両側特定位置に予め取り付けてから搭載すると共
に、立向溶接継手部に設ける位置決め、肌合わせ兼用ピ
ースは、夫々立向溶接部を跨ぎ且つ該溶接部の開先線に
合致する位置において、開先線と直交する様な溶接部を
形成するものとし、横向溶接継手部に設ける案内用ピー
スについては、内周側ピースと外周側ピースで構成し、
外周側ピースと内周側ピースのいずれか一方の溶接取付
側には、横向溶接継手部開先線近傍に凹部を形成し、他
方の外周側ピースまたは内周側ピースには、その溶接取
付側の溶接部上方に楔材を介装する溝間隙を形成するも
のを利用する様にしたことを特徴とする大型溶接建造物
の組立工法。1. An assembly method for a building in which a large number of steel plate Glocks are mounted and the periphery thereof is welded vertically and horizontally, and a piece used for positioning, skin alignment, and guidance is provided at the vertical and horizontal welding joints of the steel plate block. The pieces are installed in advance at specific positions on both the inner and outer sides of the steel plate, and the positioning and skin alignment pieces provided at the vertical weld joints straddle the vertical welds and are attached to the groove line of the welds. A welded part that is perpendicular to the groove line shall be formed at a position that matches the groove line, and the guide piece provided at the lateral weld joint shall consist of an inner piece and an outer piece,
A recess is formed near the groove line of the horizontal weld joint on the weld attachment side of either the outer or inner piece, and a recess is formed on the weld attachment side of the other outer or inner piece. A method for assembling a large-scale welded building, characterized in that a groove is formed above the welded part by a wedge material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8736680A JPS5921270B2 (en) | 1980-06-26 | 1980-06-26 | Assembly method for large welded structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8736680A JPS5921270B2 (en) | 1980-06-26 | 1980-06-26 | Assembly method for large welded structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5711779A JPS5711779A (en) | 1982-01-21 |
| JPS5921270B2 true JPS5921270B2 (en) | 1984-05-18 |
Family
ID=13912889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8736680A Expired JPS5921270B2 (en) | 1980-06-26 | 1980-06-26 | Assembly method for large welded structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5921270B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4765681B2 (en) * | 2006-03-07 | 2011-09-07 | 株式会社Ihi | Field production method of tank end plate, tank end plate assembly used for the method, and temporary mount for end plate assembly |
| JP6371169B2 (en) * | 2014-09-04 | 2018-08-08 | 鹿島建設株式会社 | Construction method of storage tank |
-
1980
- 1980-06-26 JP JP8736680A patent/JPS5921270B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5711779A (en) | 1982-01-21 |
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