JP2004034851A - Method for connecting floating body structure on the sea - Google Patents

Method for connecting floating body structure on the sea Download PDF

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Publication number
JP2004034851A
JP2004034851A JP2002195785A JP2002195785A JP2004034851A JP 2004034851 A JP2004034851 A JP 2004034851A JP 2002195785 A JP2002195785 A JP 2002195785A JP 2002195785 A JP2002195785 A JP 2002195785A JP 2004034851 A JP2004034851 A JP 2004034851A
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Japan
Prior art keywords
floating
sea
draft
floating body
joining
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JP2002195785A
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Japanese (ja)
Inventor
Yuichi Sasaki
佐々木 裕一
Makoto Ota
太田 真
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries Ltd
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Priority to JP2002195785A priority Critical patent/JP2004034851A/en
Publication of JP2004034851A publication Critical patent/JP2004034851A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for connecting floating body structures on the sea capable of reducing cost of connection on the sea by making expensive underwater welding unnecessary, enabling maintenance of a floating body and extending lifetime of the floating body structure. <P>SOLUTION: In the method for connecting the floating body structure on the sea connecting floating bodies 1, 3 floating upper parts 1b, 3b thereof above water surface by buoyancy provided by submerging lower parts 1a, 3a thereof, at least draft parts 1a, 3a of the floating bodies 1, 3 are connected by a fastener 5 and the upper parts 1b, 3b above the draft parts 1a, 3a of the floating bodies 1, 3 are connected by welding 6. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、浮体構造物の海上接合法に関し、特に、下部を水没させた浮体を水中溶接によらず接合する改良技術に関する。
【0002】
【従来の技術】
近年、空港施設の拡張、石油備蓄基地、防災基地の新設などの要請に伴って、海上に大規模な平坦面を確保する所謂メガフロート工法による浮体構造物の構築が試みられている。メガフロート工法は、全国各地にある造船設備を使って浮体を構成するユニットが一斉に建造できるので建設工期が短い、工事の大部分が設備の整った工場内で行われるので建設費が安い、浮体式のため地盤状況などに左右されることがなく不同沈下もない、水に浮かんでいるので地面が揺れても殆ど揺れは伝わらず地震に強いなどの多くの長所を有している。また、潮の流れを殆ど変えることがないため、水質、底質、プランクトン、底生生物に与える影響も少なく環境に優しい利点もある。
【0003】
浮体構造物としては、箱形浮体構造物や櫛形浮体構造物などがある。箱形浮体構造物は、複数の箱形浮体を連結してなる。櫛形浮体構造物は、デッキの下面に複数の櫛歯状浮体を等間隔に垂設してなる。これらの浮体構造物は、いずれも下部を水没させた複数の浮体の浮力によってデッキを水面上に支持している。そして、これらの浮体構造物は、複数に分割されたブロックを海上で接合することによって一体に構築されていた。
【0004】
【発明が解決しようとする課題】
しかしながら、海上でブロック同士を接合するには水中溶接が必要となり、コストが高くなる問題があった。また、一度、浮体構造物が構築されてしまうと、メンテナンスが困難となるため、特に腐食のはげしい喫水部分に防食材料を用いる必要があり、材料コスト・製造コストの増大する欠点があった。
本発明は上記状況に鑑みてなされたもので、その第一の目的は、高価な水中溶接を不要にし、海上接合コストを削減できることから、浮体のメンテナンスが可能となり、もって、浮体構造物の寿命を延ばすことができる浮体構造物の海上接合法を提供することにある。また、その第二の目的は、高価な防食材料が不要となることにより、製造コストが低減できる浮体構造物の海上接合法を提供することにある。
【0005】
【課題を解決するための手段】
上記目的を達成するための本発明に係る請求項1記載の浮体構造物の海上接合法は、下部を水没させて得た浮力によって上部を水面上に浮かした浮体同士を接合する浮体構造物の海上接合法において、前記浮体同士の少なくとも喫水部分を締結具によって接合し、前記浮体同士の喫水部分よりも上部を溶接によって接合することを特徴とする。
【0006】
この浮体構造物の海上接合法では、浮体の喫水部分は締結具を用いて接合され、浮体の喫水部分よりも上部は溶接によって接合される。即ち、水中溶接の必要であった喫水部分が締結具によって接合され、水中溶接の不要な上部が通常の溶接で接合される。従って、下部を水没させた浮体であっても高価な水中溶接が不要となり、海上接合コストの削減が可能となる。これにより、浮体のメンテナンスが可能となる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となる。
【0007】
請求項2記載の浮体構造物の海上接合法は、下部を水没させて得た浮力によって上部を水面上に浮かした浮体同士を接合する浮体構造物の海上接合法において、前記浮体同士の少なくとも喫水部分を分離自在に締結しておき、複数の前記浮体同士を連結した後に、特定の前記浮体の喫水部分のみを分離して除去し、該除去箇所に新たな喫水部分を締結することを特徴とする。
【0008】
この浮体構造物の海上接合法では、浮体の喫水部分が分離自在に締結され、複数の浮体同士が連結された後には、特定の浮体の喫水部分のみが分離除去可能となり、その除去箇所に新たな喫水部分が締結される。従って、腐食のはげしい喫水部分が、高価な水中溶接を行わずに分離・再締結可能となり、海上接合コストが削減される。これにより、浮体のメンテナンスが可能となる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となる。
【0009】
【発明の実施の形態】
以下、本発明に係る浮体構造物の海上接合法の好適な実施の形態を図面を参照して詳細に説明する。
図1は本発明に係る海上接合法の第一の実施の形態を説明する浮体接合部の側面図、図2は図1に示した海上接合法の具体的な接合例を表す工程説明図、図3は他の接合例を表す工程説明図である。
【0010】
以下の各実施の形態で説明する浮体構造物の海上接合法は、箱形浮体構造物又は櫛形浮体構造物のいずれの接合部にも適用できるものである。箱形浮体構造物は、複数の箱形浮体を連結してなる。櫛形浮体構造物は、デッキの下面に複数の櫛歯状浮体を等間隔に垂設してなる。本海上接合法は、例えば箱形浮体構造物の場合には、分割された箱形浮体同士の接合に好適に用いることができる。また、櫛形浮体構造物の場合には、櫛歯状浮体の複数に分割されたユニット同士の接合、或いは櫛歯状浮体の一構成部分であるコラムの部分的な接合にも好適に用いることができる。
【0011】
本実施の形態による海上接合法は、基本的に、図1に示すように、浮体1、3の少なくとも喫水部分1a、3aは締結具5を用いて接合し、浮体1、3の喫水部分1a、3aよりも上方の上部1b、3bは溶接6によって接合する。これにより、下部(喫水部分1a、3a)を水没させ、浮力によって上部1b、3bを水面上に浮かした浮体1、3を接合している。なお、図中、10は喫水線を示す。また、「少なくとも喫水部分1a、3a」としたのは、喫水線10より上の部分にも締結具5を用いてよい意味である。これにより、水中溶接を確実に不要にすることができる。換言すれば、「少なくとも喫水部分1a、3a」とは、「水中溶接の必要な部分」とすることができる。
【0012】
この海上接合法のより具体的な接合例としては、図2(a)に示すように、浮体1、3の接合部における側面の下部に、側面に垂直に突出する締結具5であるボルト7を植設しておく。そして、図2(b)に示すように、両方の浮体1、3を接近方向に移動して当接させた後、所定位置にボルト挿通穴9を穿設した締結具5である連結板11を、ボルト7に挿通し、ナット13を螺着する。これにより、図3(c)に示すように、浮体1、3の側板は、下部が締結具5によって接合される。次いで、浮体1、3の上部1b、3bにおける接合部を、通常の溶接6によって接合する。なお、図2には一方の側面のみを示しているが、反対側の側面も同様に接合される。また、締結具5の数は、その要求接合強度によって適宜に設定される。
【0013】
この浮体構造物の海上接合法によれば、浮体1、3の喫水部分1a、3aは締結具5を用いて接合され、浮体1、3の喫水部分1a、3aよりも上方の上部1b、3bは溶接6によって接合される。即ち、水中溶接の必要であった喫水部分1a、3aが締結具5によって接合され、水中溶接の不要な上部1b、3bが通常の溶接6で接合される。従って、下部を水没させた浮体1、3のメンテナンスに高価な水中溶接が不要となり、海上接合コストの削減が可能となる。これにより、浮体1、3のメンテナンスが可能となる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となる。
【0014】
更に、この浮体構造物の海上接合法によれば、予めボルト7を浮体1、3の側板に植設しておき、浮体1、3の側面から作業が行えるので、例えば対向する接合端面17が奥(例えば図2(a)の左方)へ後退し、浮体内部からの締結が行えない浮体1、3であっても、締結具5による接合を可能にすることができる。
【0015】
また、第一の実施の形態の他の接合例としては、図3(a)に示すように、浮体1、3の対向する接合端面17、17の下部にボルト穴19を穿設しておき、図3(b)に示すように、一方の浮体1の内部から挿通したボルト21に、他方の浮体3内でナット23を螺合して、接合端面17、17同士を螺着するものであってもよい。この場合においても、上部1b、3bの接合部は、通常の溶接6によって接合する。
【0016】
なお、この例では、浮体1、3の接合端面17、17にボルト穴19を穿設するので、少なくとも接合端面17、17における喫水部分1a、3aの各辺部に弾性材25を貼設することが好ましい。この弾性材25によって、接合端面17、17の凹凸を吸収し、密接性を高めることができ、また、水密性も向上させることができる。
【0017】
この浮体構造物の海上接合法によれば、図2に示した海上接合法と同様に、浮体1、3の喫水部分1a、3aは締結具5を用いて接合され、浮体1、3の喫水部分1a、3aよりも上方の上部1b、3bは溶接6によって接合されるので、高価な水中溶接が不要となり、海上接合コストの削減が可能となる。これにより、浮体1、3のメンテナンスが可能となり、耐食性を高めるための高価な防食材料も不要となる。
【0018】
次に、本発明に係る海上接合法の第二の実施の形態を説明する。
図4は第二の実施の形態を説明する工程説明図である。
この実施の形態による海上接合法で用いる浮体31、33、35は、図4(a)に示すように、少なくとも喫水部分31a、33a、35aを分離自在に締結している。締結は、浮体31、33、35の側板にボルトを植設しておき、そのボルトに締結具である連結板37を螺着する構造、或いは浮体31、33、35の側板にボルト穴を穿設しておき、浮体31、33、35の内外からボルト・ナットによって連結板37を螺着する構造とすることができる。そして、喫水部分31a、33a、35aよりも上方の上部31b、33b、35bは、通常の溶接6で接合する。なお、「少なくとも喫水部分31a、33a、35a」としたのは、分離・接合を行う境界部が喫水線10より上となってもよい意味である。これにより、水中溶接を確実に不要にすることができる。換言すれば、「少なくとも喫水部分31a、33a、35a」とは、「水中溶接の必要な部分」とすることができる。
【0019】
従って、複数の浮体31、33、35を連結した後に、特定の浮体33の喫水部分33aがはげしく腐食した場合には、図4(b)に示すように、特定の浮体33の喫水部分33aのみの締結具を締結解除して、分離除去し、その除去箇所に新たな喫水部分33aを締結する。即ち、水中溶接の必要な喫水部分から下部の浮体は、溶接によらず、締結具の締結解除・再締結によって交換可能となっている。
【0020】
この浮体構造物の海上接合法によれば、浮体31、33、35の喫水部分31a、33a、35aが分離自在に締結され、複数の浮体31、33、35が連結された後には、特定の浮体33の喫水部分33aのみが分離除去可能となり、その除去箇所に新たな喫水部分33aが締結される。従って、腐食のはげしい喫水部分が、高価な水中溶接を行わずに分離・再締結可能となり、海上接合コストの削減が可能となる。これにより、浮体31、33、35のメンテナンスが可能となる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となる。
【0021】
なお、上記の各実施の形態では、締結具としてボルトを用いる場合を例に説明したが、締結具には、リベットや、その他の締結手段を用いても上記した効果と同様の効果を奏することは言うまでもない。
【0022】
【発明の効果】
以上詳細に説明したように、本発明に係る請求項1記載の浮体構造物の海上接合法によれば、浮体の喫水部分は締結具を用いて接合し、浮体の喫水部分よりも上部は溶接によって接合するので、下部を水没させた浮体のメンテナンスに高価な水中溶接が不要となり、海上接合コストを削減することができる。この結果、浮体のメンテナンスが可能となり、浮体構造物の寿命を延ばすことができる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となり、浮体構造物の製造コストを低減することができる。
【0023】
請求項2記載の浮体構造物の海上接合法によれば、浮体の喫水部分を分離自在に締結しておき、複数の浮体同士を連結した後に、特定の浮体の喫水部分のみを分離して除去し、その除去箇所に新たな喫水部分を締結するので、腐食のはげしい喫水部分を、高価な水中溶接を行わずに分離・再締結でき、海上接合コストを削減することができる。この結果、浮体のメンテナンスが可能となり、浮体構造物の寿命を延ばすことができる。また、メンテナンス可能なことが前提となるので、耐食性を高めるための高価な防食材料が不要となり、浮体構造物の製造コストを低減することができる。
【図面の簡単な説明】
【図1】本発明に係る海上接合法の第一の実施の形態を説明する浮体接合部の側面図である。
【図2】図1に示した海上接合法の具体的な接合例を表す工程説明図である。
【図3】他の接合例を表す工程説明図である。
【図4】第二の実施の形態を説明する工程説明図である。
【符号の説明】
1、3;浮体
1a、3a;喫水部分
1b、3b;上部
5;締結具
6;溶接
31、33、35;浮体
31a、33a、35a;喫水部分
31b、33b、35b;上部
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for sea-based joining of floating structures, and more particularly, to an improved technique for joining a floating body whose lower part is submerged without using underwater welding.
[0002]
[Prior art]
In recent years, along with requests for expansion of airport facilities, new construction of oil storage bases and disaster prevention bases, construction of a floating structure by a so-called mega-float method for securing a large-scale flat surface on the sea has been attempted. The mega-float method allows the construction of floating units using shipbuilding facilities all over the country, so the construction period is short, and most of the work is performed in a well-equipped factory, so construction costs are low. It has many advantages such as being floating type, not affected by the ground condition and the like, without uneven settlement, and being floating in the water, almost no shaking is transmitted even if the ground shakes, and it is strong against earthquakes. In addition, since the tidal flow is hardly changed, there is an advantage that there is little influence on water quality, sediment, plankton, and benthic organisms and that it is environmentally friendly.
[0003]
Examples of the floating structure include a box-shaped floating structure and a comb-shaped floating structure. The box-shaped floating structure is formed by connecting a plurality of box-shaped floating bodies. The comb-shaped floating structure has a plurality of comb-tooth-shaped floating bodies provided at equal intervals on the lower surface of the deck. In each of these floating structures, the deck is supported on the water surface by the buoyancy of a plurality of floating bodies whose lower portions are submerged. These floating structures were integrally formed by joining a plurality of divided blocks at sea.
[0004]
[Problems to be solved by the invention]
However, there is a problem that joining the blocks at sea requires underwater welding, which increases the cost. In addition, once the floating structure is constructed, maintenance becomes difficult. Therefore, it is necessary to use an anticorrosion material especially in a draft portion where corrosion is severe, and there is a disadvantage that the material cost and the production cost increase.
The present invention has been made in view of the above circumstances, and a first object of the present invention is to eliminate the need for expensive underwater welding and reduce the cost of marine joining, so that maintenance of the floating body is possible, and the life of the floating body structure is accordingly reduced. It is an object of the present invention to provide a method of joining a floating structure at sea, which can extend the length of a floating structure. A second object of the present invention is to provide a method of sea bonding a floating structure, which can reduce the manufacturing cost by eliminating the need for expensive anticorrosion materials.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the method of claim 1 of the present invention for sea bonding of a floating structure includes a floating structure that joins floating bodies whose upper parts are floated on the water surface by buoyancy obtained by submerging the lower part. In the sea bonding method, at least a draft portion of the floating bodies is joined by a fastener, and an upper part of the draft portion of the floating bodies is joined by welding.
[0006]
In this method of sea bonding of a floating structure, a draft portion of the floating body is joined using a fastener, and an upper portion of the draft portion of the floating body is joined by welding. That is, the draft portion that required underwater welding is joined by the fastener, and the upper portion that does not require underwater welding is joined by ordinary welding. Therefore, even in the case of a floating body whose lower part is submerged, expensive underwater welding is not required, and it is possible to reduce marine joining costs. Thereby, the maintenance of the floating body becomes possible. Moreover, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required.
[0007]
3. The method of sea bonding a floating structure according to claim 2, wherein in the sea bonding method of a floating structure, wherein floating bodies whose upper parts float on the water surface by buoyancy obtained by submerging a lower part thereof, at least a draft between the floating bodies. The parts are fastened so as to be separable, and after connecting the plurality of floating bodies, only the draft part of the specific floating body is separated and removed, and a new draft part is fastened to the removed portion. I do.
[0008]
In this method of joining floating structures to the sea, the draft portions of the floating structures are fastened in a separable manner, and after a plurality of floating structures are connected to each other, only the draft portion of a specific floating structure can be separated and removed. Draft part is fastened. Accordingly, the draughty portion with high corrosion can be separated and re-fastened without performing expensive underwater welding, and the cost of sea joining is reduced. Thereby, the maintenance of the floating body becomes possible. Moreover, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will now be described in detail with reference to the drawings.
FIG. 1 is a side view of a floating body joining portion illustrating a first embodiment of a sea joining method according to the present invention, FIG. 2 is a process explanatory view showing a specific joining example of the sea joining method shown in FIG. 1, FIG. 3 is a process explanatory view showing another joining example.
[0010]
The sea joining method of a floating structure described in each of the following embodiments can be applied to any joint portion of a box-shaped floating structure or a comb-shaped floating structure. The box-shaped floating structure is formed by connecting a plurality of box-shaped floating bodies. The comb-shaped floating structure has a plurality of comb-tooth-shaped floating bodies provided at equal intervals on the lower surface of the deck. In the case of a box-shaped floating structure, for example, the present sea-sea joining method can be suitably used for joining divided box-shaped floating bodies. Further, in the case of the comb-shaped floating structure, it can be suitably used also for joining the plurality of divided units of the comb-shaped floating body, or for partially joining the column which is a constituent part of the comb-shaped floating body. it can.
[0011]
In the sea joining method according to the present embodiment, basically, as shown in FIG. 1, at least the draft portions 1a, 3a of the floating bodies 1, 3 are joined using a fastener 5, and the draft portions 1a of the floating bodies 1, 3 are joined. The upper portions 1b and 3b above the upper portions 3a and 3a are joined by welding 6. Thus, the lower bodies (draft portions 1a, 3a) are submerged, and the floating bodies 1, 3 having the upper parts 1b, 3b floating on the water surface by buoyancy are joined. In addition, in the figure, 10 shows a draft line. Further, "at least the draft portions 1a, 3a" means that the fastener 5 may be used also in a portion above the draft line 10. Thereby, underwater welding can be reliably eliminated. In other words, "at least the draft portions 1a, 3a" can be defined as "portions requiring underwater welding".
[0012]
As a more specific example of the sea joining method, as shown in FIG. Is planted. Then, as shown in FIG. 2B, after the two floating bodies 1 and 3 are moved in the approaching direction and brought into contact with each other, a connecting plate 11 which is a fastener 5 having a bolt insertion hole 9 drilled at a predetermined position. Is inserted into the bolt 7 and the nut 13 is screwed. Thereby, as shown in FIG. 3C, the lower portions of the side plates of the floating bodies 1 and 3 are joined by the fasteners 5. Next, the joints at the upper portions 1b and 3b of the floating bodies 1 and 3 are joined by ordinary welding 6. Although only one side surface is shown in FIG. 2, the opposite side surface is similarly joined. The number of fasteners 5 is appropriately set according to the required joining strength.
[0013]
According to the method of sea bonding of the floating structures, the draft portions 1a, 3a of the floating bodies 1, 3 are joined using the fastener 5, and the upper portions 1b, 3b above the draft portions 1a, 3a of the floating bodies 1, 3 are provided. Are joined by welding 6. In other words, the draft portions 1a and 3a that required underwater welding are joined by the fastener 5, and the upper portions 1b and 3b that do not require underwater welding are joined by ordinary welding 6. Therefore, expensive underwater welding is not required for the maintenance of the floating bodies 1 and 3 whose lower parts are submerged, and the cost of marine joining can be reduced. Thereby, the maintenance of the floating bodies 1 and 3 becomes possible. Moreover, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required.
[0014]
Furthermore, according to this floating structure sea bonding method, the bolts 7 are preliminarily implanted in the side plates of the floating bodies 1 and 3 and work can be performed from the side surfaces of the floating bodies 1 and 3. Even if the floating bodies 1 and 3 are retracted to the back (for example, to the left in FIG. 2A) and cannot be fastened from the inside of the floating body, joining by the fasteners 5 can be enabled.
[0015]
Further, as another joining example of the first embodiment, as shown in FIG. 3A, a bolt hole 19 is drilled in the lower part of the opposed joining end faces 17, 17 of the floating bodies 1, 3. As shown in FIG. 3B, a nut 23 is screwed into a bolt 21 inserted from the inside of one of the floating bodies 1 in the other floating body 3 to screw the joint end faces 17 and 17 together. There may be. Also in this case, the joining portions of the upper portions 1b and 3b are joined by ordinary welding 6.
[0016]
In this example, since the bolt holes 19 are formed in the joining end faces 17 and 17 of the floating bodies 1 and 3, the elastic material 25 is attached to at least each side of the draft portions 1a and 3a in the joining end faces 17 and 17. Is preferred. The elastic material 25 can absorb the unevenness of the joint end faces 17 and 17 to improve the close contact and the water tightness.
[0017]
According to the sea joining method of the floating structures, the draft portions 1a, 3a of the floating bodies 1, 3 are joined by using the fasteners 5, similarly to the sea joining method shown in FIG. Since the upper portions 1b and 3b above the portions 1a and 3a are joined by the welding 6, expensive underwater welding is not required, and the cost of sea joining can be reduced. Thereby, maintenance of the floating bodies 1 and 3 becomes possible, and an expensive anticorrosion material for improving corrosion resistance is not required.
[0018]
Next, a second embodiment of the sea bonding method according to the present invention will be described.
FIG. 4 is a process explanatory view for explaining the second embodiment.
As shown in FIG. 4A, the floating bodies 31, 33, and 35 used in the sea bonding method according to this embodiment fasten at least the draft portions 31a, 33a, and 35a in a separable manner. For fastening, bolts are implanted in the side plates of the floating bodies 31, 33, 35, and a connecting plate 37 as a fastener is screwed to the bolts, or a bolt hole is formed in the side plates of the floating bodies 31, 33, 35. The connecting plate 37 can be screwed from inside and outside of the floating bodies 31, 33, and 35 with bolts and nuts. The upper portions 31b, 33b, 35b above the draft portions 31a, 33a, 35a are joined by ordinary welding 6. Note that “at least the draft portions 31a, 33a, and 35a” means that the boundary where separation and joining are performed may be above the draft line 10. Thereby, underwater welding can be reliably eliminated. In other words, "at least the draft portions 31a, 33a, 35a" can be defined as "portions requiring underwater welding".
[0019]
Therefore, when the draft portion 33a of the specific floating body 33 is corroded vigorously after the plurality of floating bodies 31, 33, 35 are connected, as shown in FIG. 4B, only the draft portion 33a of the specific floating body 33 is used. Is released, separated and removed, and a new draft portion 33a is fastened to the removed portion. In other words, the floating body below the draft portion that requires underwater welding can be replaced by releasing and refastening the fasteners without relying on welding.
[0020]
According to the sea-structure joining method of the floating structures, the draft portions 31a, 33a, 35a of the floating structures 31, 33, 35 are fastened in a separable manner, and after the plurality of floating structures 31, 33, 35 are connected, a specific Only the draft portion 33a of the floating body 33 can be separated and removed, and a new draft portion 33a is fastened to the removed portion. Therefore, the drought portion where corrosion is severe can be separated and re-fastened without performing expensive underwater welding, and the cost of marine joining can be reduced. Thereby, the maintenance of the floating bodies 31, 33, 35 becomes possible. Moreover, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required.
[0021]
In each of the above embodiments, the case where a bolt is used as a fastener has been described as an example. However, the same effect as described above can be obtained by using a rivet or other fastening means for the fastener. Needless to say.
[0022]
【The invention's effect】
As described in detail above, according to the method of sea bonding of a floating structure according to claim 1 of the present invention, a draft portion of the floating body is joined using a fastener, and a portion above the draft portion of the floating body is welded. In this case, expensive underwater welding is not required for the maintenance of the floating body whose lower part is submerged, and the cost of sea bonding can be reduced. As a result, maintenance of the floating body becomes possible, and the life of the floating body structure can be extended. Further, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required, and the manufacturing cost of the floating structure can be reduced.
[0023]
According to the sea joining method of the floating structure according to the second aspect, the draft portion of the floating body is fastened so as to be separable, and after connecting a plurality of floating bodies, only the draft portion of the specific floating body is separated and removed. However, since a new draft portion is fastened to the removed portion, a highly corrosive draft portion can be separated and refastened without performing expensive underwater welding, thereby reducing marine joining costs. As a result, maintenance of the floating body becomes possible, and the life of the floating body structure can be extended. Further, since it is assumed that maintenance is possible, an expensive anticorrosion material for improving corrosion resistance is not required, and the manufacturing cost of the floating structure can be reduced.
[Brief description of the drawings]
FIG. 1 is a side view of a floating body joining portion for explaining a first embodiment of a sea joining method according to the present invention.
FIG. 2 is a process explanatory view showing a specific bonding example of the sea bonding method shown in FIG.
FIG. 3 is a process explanatory view showing another joining example.
FIG. 4 is a process explanatory view illustrating a second embodiment.
[Explanation of symbols]
Floating bodies 1a, 3a; draft parts 1b, 3b; upper part 5; fasteners 6; welding 31, 33, 35; floating bodies 31a, 33a, 35a; draft parts 31b, 33b, 35b; upper parts

Claims (2)

下部を水没させて得た浮力によって上部を水面上に浮かした浮体同士を接合する浮体構造物の海上接合法において、
前記浮体同士の少なくとも喫水部分を締結具によって接合し、前記浮体同士の喫水部分よりも上部を溶接によって接合することを特徴とする浮体構造物の海上接合法。
In the sea joining method of a floating body structure that joins floating bodies whose upper part is floated on the water surface by buoyancy obtained by submerging the lower part,
At least a draft portion between the floating bodies is joined by a fastener, and a portion above the draft portion between the floating bodies is joined by welding.
下部を水没させて得た浮力によって上部を水面上に浮かした浮体同士を接合する浮体構造物の海上接合法において、
前記浮体同士の少なくとも喫水部分を分離自在に締結しておき、
複数の前記浮体同士を連結した後に、特定の前記浮体の喫水部分のみを分離して除去し、該除去箇所に新たな喫水部分を締結することを特徴とする浮体構造物の海上接合法。
In the sea joining method of a floating body structure that joins floating bodies whose upper part is floated on the water surface by buoyancy obtained by submerging the lower part,
At least the draft portion of the floating bodies is fastened to be separable,
After connecting a plurality of said floating bodies, only the draft portion of the specific floating body is separated and removed, and a new draft portion is fastened to the removed portion.
JP2002195785A 2002-07-04 2002-07-04 Method for connecting floating body structure on the sea Withdrawn JP2004034851A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011235669A (en) * 2010-05-06 2011-11-24 Sadayuki Amiya Float
KR101531894B1 (en) * 2008-02-14 2015-07-06 테크니프 프랑스 Method for assembling and installing a very large sized floating barge, e.g. for gas or crude oil processing at sea
KR101634683B1 (en) * 2015-10-02 2016-06-29 주식회사 아이랜드 Pontoon for floating offshore structures

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101531894B1 (en) * 2008-02-14 2015-07-06 테크니프 프랑스 Method for assembling and installing a very large sized floating barge, e.g. for gas or crude oil processing at sea
JP2011235669A (en) * 2010-05-06 2011-11-24 Sadayuki Amiya Float
KR101634683B1 (en) * 2015-10-02 2016-06-29 주식회사 아이랜드 Pontoon for floating offshore structures

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