JPS61122090A - Construction method of large steel structure on the sea - Google Patents

Construction method of large steel structure on the sea

Info

Publication number
JPS61122090A
JPS61122090A JP59243297A JP24329784A JPS61122090A JP S61122090 A JPS61122090 A JP S61122090A JP 59243297 A JP59243297 A JP 59243297A JP 24329784 A JP24329784 A JP 24329784A JP S61122090 A JPS61122090 A JP S61122090A
Authority
JP
Japan
Prior art keywords
block
sea
welding
dock
construction method
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.)
Pending
Application number
JP59243297A
Other languages
Japanese (ja)
Inventor
Masanori Kishimoto
岸本 昌法
Minoru Fukumura
福村 稔
Tetsuo Kawashima
川島 徹男
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding 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 Mitsui Engineering and Shipbuilding Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP59243297A priority Critical patent/JPS61122090A/en
Publication of JPS61122090A publication Critical patent/JPS61122090A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To enable a large structure to be constructed without utilizing a large dock by floating, on the sea, each block, built on land, and welding in the air a part which is in the air and performing underwater welding, for a part submerged in the sea, through pressing a joining plate against the submerged part. CONSTITUTION:A block 8 is formed by welding, on land, two side plates 4, with respective notch parts 2 in the lower part, to a bottom plate 6. After floating each block 8 on the sea for alignment, welding is performed for a boundary part 10 staying in the air. Then, a joining plate 12 is pressed on a submerged part and a boundary part 14 between the joining plate 12 and the block 8 is welded in the water. Thus, construction work of a large structure can be simply performed without requirement for a construction dock for said work.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は大型鋼構造物を洋上にて組立てる洋上建造法に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to an offshore construction method for assembling large steel structures on the ocean.

〔従来の技術〕[Conventional technology]

従来、船舶等の大型の鋼構造物を建造する方法として船
台あるいはドック建造法と洋上建造法とがあげられる。
Conventionally, methods for constructing large steel structures such as ships include a berth or dock construction method and an offshore construction method.

前者の船台あるいはド、り建造法は陸上に設けられた船
台あるいはド、り内にて船舶等を建造するものであるが
、建造物のサイズに応じて大型のドックを必要とし又ド
ック期間にも長期を要した。
The former type of dock or dock construction method involves constructing ships, etc. within a dock or dock set up on land, but it requires a large dock depending on the size of the structure, and it takes a long time during the docking period. It also took a long time.

又、後者の洋上建造法は第5(8)に示す如く、ドック
に収容できないような大型の船舶等の建造法である。
The latter offshore construction method, as shown in Section 5 (8), is a method for constructing large ships that cannot be accommodated in docks.

この方法は船体前部102及び船体後部104を予めド
、り内で建造しておき、洋上にてかかる船体前部102
及び船体後部104と接合部106とを溶接することに
よって船体108を建造するものである。
In this method, the front hull 102 and the rear hull 104 are built in advance in a ship, and the front hull 104 is installed at sea.
Then, the hull 108 is constructed by welding the hull rear part 104 and the joint part 106.

第6図は第5図のA−Aによる断面図であり、第7図は
第6図B−Hによる断面図である。
6 is a cross-sectional view taken along line AA in FIG. 5, and FIG. 7 is a cross-sectional view taken along line B-H in FIG. 6.

当該洋上建造法で接合部106を溶接するには大気中部
は通常の溶接を行うが、没水部分では第6図及び第7図
に示す防水シェルタ110で溶接部分をおおい防水シェ
ルタ110内の内部の水を抜いて空間112を形成した
後接合5106と船体後部104(又は船体前部102
)の境界114を溶接するものである。尚符号116は
海洋を示すO しかるにこのように防水シェルタ110を設けた後溶接
を行うと作業の工程数、が増える為工期が長くなるとと
もに、設備費、材料費が高くつくという問題がおりた。
In order to weld the joint 106 in the offshore construction method, normal welding is performed in the atmospheric part, but in the submerged part, the welded part is covered with a waterproof shelter 110 shown in FIGS. 6 and 7, and the inside of the waterproof shelter 110 is welded. After draining water to form a space 112, the joint 5106 and the rear hull 104 (or the front hull 102
) is to be welded to the boundary 114. Note that 116 indicates the ocean. However, if welding is performed after installing the waterproof shelter 110 in this way, the number of work steps will increase, which will lengthen the construction period, and there will be problems such as high equipment and material costs. .

〔目的〕〔the purpose〕

そこで本発明の目的は前記問題点を除去すべく大型の建
造ドックを必要とせず工期が短くかつ建造コストの安い
大型鋼構造物の洋上建造法を提供することにある。
SUMMARY OF THE INVENTION In order to eliminate the above-mentioned problems, an object of the present invention is to provide an offshore construction method for large steel structures that does not require a large construction dock, has a short construction period, and is low in construction cost.

〔発明を解決する為の手段〕[Means for solving the invention]

前記目的を達成すべく本発明は建造すべき大型鋼構造物
を複数個に分断したプロ、りを地上で建造し、該複数の
プロ、りを洋上に浮かせ、隣接するプロ、りの大気中に
ある部分は大気中で溶接を行い、隣接するプロ、りの没
水部分には接合板を当接し、前記ブロックと前記接合板
とを水中溶接することにより複数のプロ、りを接合する
ことを特徴とする。
In order to achieve the above object, the present invention constructs a large steel structure on the ground that is divided into a plurality of large steel structures, floats the plurality of structures on the ocean, and places them in the atmosphere of adjacent structures. Welding is performed in the atmosphere on the part located in the atmosphere, a joint plate is brought into contact with the submerged part of the adjacent block, and the blocks and the joint plate are welded underwater to join a plurality of blocks. It is characterized by

〔実施例〕 以下大型鋼構造物として浮ドツクを例にとシ図面に基づ
いて本発明の実施例を具体的かつ詳細に説明する。
[Example] Hereinafter, examples of the present invention will be described in detail based on the drawings, taking a floating dock as an example of a large steel structure.

第1図は浮ド、りの洋上建造法を示したもので、先づ第
1図−)に示す様に地上にて下方に切欠s2を有する2
つの側板4と底板6とを溶接することによりて同図−)
に示す様にブロック8を形成する。
Figure 1 shows the offshore construction method for a floating boat. First, as shown in Figure 1-), the floating boat has a notch s2 at the bottom.
By welding the two side plates 4 and the bottom plate 6,
A block 8 is formed as shown in FIG.

次に同図(C)に示す様に複数のプロ、り8を洋上に並
べた後同図@)にあるように隣接するプロ、り8の大気
中にある境界部10を溶接する。
Next, as shown in the same figure (C), after arranging a plurality of protrusions 8 on the ocean, as shown in the same figure @), the boundary parts 10 of the adjacent protrusions 8 in the atmosphere are welded.

隣接するブロック8の没水部分には接合板12を当接(
同図←))シた後、該接合板12とブロック8との境界
14を水中溶接して同図(f)に示す様に各プロ、り8
を接合し浮ド、り16を建造する。
The joint plate 12 is brought into contact with the submerged portion of the adjacent block 8 (
The same figure ←)) After that, the boundary 14 between the joint plate 12 and the block 8 is underwater welded, and each professional
Join them and construct floating dome 16.

没水部分の接合方法としてはこの他に第2図及び第3図
に示す方法があげられる。
Other methods for joining the submerged parts include the methods shown in FIGS. 2 and 3.

第2図(a)では切欠部2(第1図(a))を有さない
ブロック8′と接合板12とを溶接するものでお広同図
伽)は、接合板を設けずそのまま溶接するものを示す。
In Fig. 2(a), the block 8' which does not have the notch 2 (Fig. 1(a)) and the joint plate 12 are welded together. Show what you do.

第3図及び第4図は補助板及びチルプレートを用いてブ
ロックを接合する方法を示したもので第4図は第3図の
C−Cによる断面図である。同図に示す如く切欠部2を
有するブロック8の切欠部2が形成する空間部18に補
助板20を設け、該補助板20とブロック8の側板4と
を内側からチルプレート22を当てることによって溶接
し接合するものである。
3 and 4 show a method of joining blocks using an auxiliary plate and a chill plate, and FIG. 4 is a sectional view taken along line CC in FIG. 3. As shown in the figure, an auxiliary plate 20 is provided in the space 18 formed by the notch 2 of the block 8 having the notch 2, and a chill plate 22 is applied to the auxiliary plate 20 and the side plate 4 of the block 8 from the inside. It is welded and joined.

向本芙施例では浮ドツクを例にとって説明を行ったが船
舶等にも本発明は応用できることは勿論のことで委る。
Fu Mukaimoto The explanation was given using a floating dock as an example, but it goes without saying that the present invention can also be applied to ships and the like.

〔発明の効果〕〔Effect of the invention〕

以上詳細かつ具体的に説明した如く本発明によれば、大
型の建造ドックを必要とせず、又水中溶接を行える為船
体の接合部に防水シェルタを設は大気空間を設ける必要
がなくなシ、工程数の威少に伴い工期が早くなシ又設備
費材料費も安くすることかできコスト低減を図9うる。
As described above in detail and concretely, according to the present invention, there is no need for a large construction dock, and since underwater welding can be performed, there is no need to provide a waterproof shelter or an atmospheric space at the joints of the hull. As the number of steps is reduced, the construction period is shortened and equipment and material costs are also reduced, resulting in cost reduction.

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

第1図は本発明の1!#!施例に係る浮ドツクの洋上建
造法を示す図であシ、同図(−) 、 (b)はブロッ
クの斜視図、同図(C)t(d)は洋上におかれたブロ
ックの側面図、同図(e)は同図@)のE部の拡大図、
同図(f)は浮ドツクの側面図である。 第2図及び第3図はブロックの接合方法の他の例を示す
もので第1図(e)に相当する図、第4図は第3図のC
−Cによる断面図である。 第5図は従来の洋上建造法に係る船体の側面図、第6図
は第7図A−Aによる断面図、第7図は第6図B−Hに
よる断面図である。 8・・・ブロック、14・・・接合板、16・・・浮ド
、り。 =                     Uノ 
           −℃            
  ν        N−第2図 (a)            (b)第5図 り、A 第7図 +12    110
Figure 1 shows 1 of the present invention! #! This is a diagram showing the offshore construction method of a floating dock according to an example, where (-) and (b) are perspective views of the block, and (C) and (d) are side views of the block placed on the ocean. Figure, (e) is an enlarged view of part E of the same figure @),
Figure (f) is a side view of the floating dock. Figures 2 and 3 show other examples of the block joining method, and correspond to Figure 1(e), and Figure 4 is C in Figure 3.
-C is a sectional view. FIG. 5 is a side view of a hull according to a conventional offshore construction method, FIG. 6 is a sectional view taken along FIG. 7 AA, and FIG. 7 is a sectional view taken along FIG. 6 B-H. 8...Block, 14...Joining board, 16...Floating do, ri. =Uノ
−℃
ν N-Figure 2 (a) (b) Figure 5, A Figure 7 +12 110

Claims (1)

【特許請求の範囲】[Claims] (1)建造すべき大型鋼構造物を複数個に分割したブロ
ックを地上で建造し、該複数のブロックを洋上に浮かせ
、隣接するブロックの大気中にある部分は大気中で溶接
を行い、隣接するブロックの没水部分には接合板を当接
し、前記ブロックと前記接合板とを水中溶接することに
より複数のブロックを接合することを特徴とする大型鋼
構造物の洋上建造法。
(1) A large steel structure to be constructed is divided into multiple blocks and built on the ground, then the multiple blocks are floated on the ocean, the parts of the adjacent blocks that are in the atmosphere are welded in the atmosphere, and the adjacent blocks are welded in the atmosphere. 1. A method for constructing a large steel structure offshore, characterized in that a plurality of blocks are joined by abutting a joint plate on the submerged portion of the block, and underwater welding the block and the joint plate.
JP59243297A 1984-11-20 1984-11-20 Construction method of large steel structure on the sea Pending JPS61122090A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59243297A JPS61122090A (en) 1984-11-20 1984-11-20 Construction method of large steel structure on the sea

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59243297A JPS61122090A (en) 1984-11-20 1984-11-20 Construction method of large steel structure on the sea

Publications (1)

Publication Number Publication Date
JPS61122090A true JPS61122090A (en) 1986-06-10

Family

ID=17101739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59243297A Pending JPS61122090A (en) 1984-11-20 1984-11-20 Construction method of large steel structure on the sea

Country Status (1)

Country Link
JP (1) JPS61122090A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008140215A1 (en) * 2007-05-11 2008-11-20 Samsung Heavy Ind. Co., Ltd. Ship with bottom work space for welding
CN103612712A (en) * 2013-12-12 2014-03-05 沪东中华造船(集团)有限公司 Method for manufacturing bed-jig with aluminum alloy in segmented mode
CN104326056A (en) * 2014-10-30 2015-02-04 广东江龙船舶制造有限公司 Construction process for folding and connecting aluminum alloy/steel-glass fiber reinforced plastic composite ship

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008140215A1 (en) * 2007-05-11 2008-11-20 Samsung Heavy Ind. Co., Ltd. Ship with bottom work space for welding
KR100924846B1 (en) * 2007-05-11 2009-11-02 삼성중공업 주식회사 Vessel having bottom tunnel for welding
CN101678875A (en) * 2007-05-11 2010-03-24 三星重工业株式会社 Ship with bottom work space for welding
JP2010526706A (en) * 2007-05-11 2010-08-05 三星重工業株式会社 Ship with tunnel-type bottom working space for welding
CN103612712A (en) * 2013-12-12 2014-03-05 沪东中华造船(集团)有限公司 Method for manufacturing bed-jig with aluminum alloy in segmented mode
CN103612712B (en) * 2013-12-12 2017-01-04 沪东中华造船(集团)有限公司 Manufacturing method of aluminum alloy segmented jig frame
CN104326056A (en) * 2014-10-30 2015-02-04 广东江龙船舶制造有限公司 Construction process for folding and connecting aluminum alloy/steel-glass fiber reinforced plastic composite ship

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