JPS583755Y2 - Floating offshore connection structure - Google Patents

Floating offshore connection structure

Info

Publication number
JPS583755Y2
JPS583755Y2 JP1978122319U JP12231978U JPS583755Y2 JP S583755 Y2 JPS583755 Y2 JP S583755Y2 JP 1978122319 U JP1978122319 U JP 1978122319U JP 12231978 U JP12231978 U JP 12231978U JP S583755 Y2 JPS583755 Y2 JP S583755Y2
Authority
JP
Japan
Prior art keywords
floating
floating body
elastic material
connection structure
bodies
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
Application number
JP1978122319U
Other languages
Japanese (ja)
Other versions
JPS5537779U (en
Inventor
浦野和人
上田御民
牧本敦則
Original Assignee
日立造船株式会社
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 日立造船株式会社 filed Critical 日立造船株式会社
Priority to JP1978122319U priority Critical patent/JPS583755Y2/en
Publication of JPS5537779U publication Critical patent/JPS5537779U/ja
Application granted granted Critical
Publication of JPS583755Y2 publication Critical patent/JPS583755Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は浮体の洋上接続構造に関する。[Detailed explanation of the idea] The present invention relates to an offshore connection structure for a floating body.

例えば浮体空港として利用するような、大規模な浮体構
造物を洋上に構築する方法として、多数の浮体を洋上に
て接続する方法があるが、この場合、浮体構造物が風あ
るいは波浪などによって揺動したときにも、各浮体の接
続部上面に間隙が生じないように接続しなければならな
い。
For example, one method of constructing a large-scale floating structure on the ocean, such as one used as a floating airport, is to connect many floating structures on the ocean.In this case, the floating structure is shaken by wind or waves. Even when the floating bodies are moved, the connections must be made so that there are no gaps between the top surfaces of the connecting parts of each floating body.

この要求を満足させるために、すべての浮体を溶接など
の接続手段で一体に固着する方法が提案されている。
In order to satisfy this requirement, a method has been proposed in which all floating bodies are fixed together by means of connection such as welding.

ところがこのような方法では、風あるいは波浪などによ
って浮体構造物が揺動した際に、例えば浮体構造物が、
その長手方向の数個所を支持点として持ち上げられたよ
うな場合、浮体構造物の各支持点の中央部付近に位置す
る浮体の接続部に浮体構造物の自重が最も多く加わり、
この接続部が破損する恐れがあった。
However, with this method, when the floating structure is shaken by wind or waves, for example, the floating structure
In the case where the floating structure is lifted using several supporting points in the longitudinal direction, the weight of the floating structure is most applied to the connection part of the floating structure located near the center of each supporting point,
There was a risk that this connection would be damaged.

本考案はこのような問題を解決することを目的とし、隣
接する浮体の上面周縁のうち相隣接する部分にそれぞれ
、奥部に下方に折曲した脚部空間を有しその脚部空間が
下方はど裾拡がりとなっている凹部を設け、これら双方
の凹部にわたってその内部に、上面が前記浮体の上面と
同一面内に位置するように注入固化した弾性材を介装し
、この弾性材を介して前記浮体を接続するように構成し
た浮体の洋上接続構造を提供することによって、その目
的を達成するものであり、これにより、いかなる場合に
も各浮体の接続部上面に間隙を生じないものでありなが
ら、風あるいは波浪などによって起こる衝撃を吸収し得
るものである。
The purpose of the present invention is to solve such problems, and the adjacent parts of the upper surface periphery of adjacent floating bodies each have a leg space that is bent downward in the deep part, and the leg space is bent downward. A concave portion with a widening bottom is provided, and an elastic material injected and solidified is inserted between both of these concave portions so that the upper surface thereof is located in the same plane as the upper surface of the floating body. This objective is achieved by providing an offshore connection structure for floating bodies configured to connect the floating bodies through the floating body, thereby creating no gap between the top surfaces of the connecting parts of each floating body under any circumstances. However, it can absorb shocks caused by wind or waves.

以下本考案の構成を、その一実施例を示す図面に基づい
て詳細に説明する。
The configuration of the present invention will be explained in detail below based on the drawings showing one embodiment thereof.

第1図において1は浮体空港などとして利用される浮体
構造物であり、該浮体構造物1は多数の浮体2を接続し
て構成されており、前記浮体2はその下面に固設された
複数の支持浮体3の浮力によって海面4−1:に浮いて
いる。
In FIG. 1, reference numeral 1 denotes a floating structure used as a floating airport, etc. The floating structure 1 is constructed by connecting a number of floating bodies 2, and the floating bodies 2 have a plurality of floating bodies fixedly attached to the lower surface thereof. It floats on the sea surface 4-1 due to the buoyancy of the supporting floating body 3.

前記浮体2の接続部にはシリコンゴム等からなる弾性材
5が設けられている。
An elastic material 5 made of silicone rubber or the like is provided at the connecting portion of the floating body 2.

この弾性材5は第2図に詳細に示すように、隣接する浮
体2の上面周縁のうち相隣接する部分に位置し、かつ隔
壁6,7および8によって仕切られた双方の凹部にわた
って介装されており、その上面は前記浮体2の上面と同
一面内に位置している。
As shown in detail in FIG. 2, this elastic material 5 is located at adjacent portions of the upper surface peripheries of adjacent floating bodies 2 and is interposed across both recesses partitioned by partition walls 6, 7 and 8. The upper surface thereof is located in the same plane as the upper surface of the floating body 2.

この凹部はその奥部に下方に折曲した脚部空間を有しそ
の脚部空間は下方はど裾拡がりとなっている。
This recess has a downwardly bent leg space in its inner part, and the leg space widens at the bottom.

また前記弾性材5の下半部には前記隔壁6および8によ
って挟1れて前記凹部の脚部空間に対応した脚部5aが
形成されており、この脚部5aはその基端部から下端部
にかけて徐々に幅が広くなっている。
Further, in the lower half of the elastic member 5, a leg portion 5a is formed between the partition walls 6 and 8 and corresponds to the leg space of the recess, and this leg portion 5a extends from its base end to its lower end. The width gradually increases towards the end.

なおこの弾性材5は前記隔壁6,1および8によって仕
切られた双方の凹部にわたって液状の弾性材を注入固化
したもので、9は液状の弾性材の流出を防止する流出防
止材である。
The elastic material 5 is obtained by injecting and solidifying a liquid elastic material across both of the recesses partitioned by the partition walls 6, 1 and 8, and 9 is an outflow prevention material that prevents the liquid elastic material from flowing out.

この流出防止材9は弾性材5固化後の浮体2の揺動によ
って容易に破損する材質か、あるいは弾性を有する材質
からなる。
The outflow prevention material 9 is made of a material that is easily damaged by the swinging of the floating body 2 after the elastic material 5 has solidified, or a material that has elasticity.

また10は浮体2の外壁、11は浮体構造物1の使用目
的に応じた材質からなる表面部材である。
Further, 10 is an outer wall of the floating body 2, and 11 is a surface member made of a material depending on the intended use of the floating body structure 1.

係る構成で、いま、風あるいは波浪によって浮体構造物
1が揺動したとすると、浮体2の接続部に加わるたわみ
あるいは引張りなどの衝撃は、弾性材5の弾性変形によ
って吸収される。
With such a configuration, if the floating structure 1 were to be swayed by wind or waves, the impact such as deflection or tension applied to the connecting portion of the floating body 2 would be absorbed by the elastic deformation of the elastic member 5.

したがって接続部上面に間隙を生じるようなことがない
と共に、すべての浮体2を一体に固着した場合のように
、浮体構造物1の自重によって一部の接続部に極めて大
きな力が加わるようなことがないので、接続部が破損す
る恐れがない。
Therefore, there is no possibility that a gap will be formed on the upper surface of the connection part, and there will be no possibility that an extremely large force will be applied to some of the connection parts due to the weight of the floating structure 1, as would be the case if all the floating bodies 2 were fixed together. There is no risk of damage to the connection part.

また弾性材5の下半部に脚部5aが設けられており、こ
の脚部5aはその基端部から下端部にかけて徐々に幅が
広くなるように形成されているので、浮体2の揺動によ
って弾性材5が隔壁6,7および8で仕切られた凹部か
ら抜は出す恐れは全くない。
Further, a leg portion 5a is provided in the lower half of the elastic member 5, and the leg portion 5a is formed so that its width gradually increases from the base end to the lower end, so that the floating body 2 can swing. Therefore, there is no possibility that the elastic material 5 will be pulled out of the recess partitioned by the partition walls 6, 7, and 8.

以上本考案によれば、風あるいは波浪によって浮体構造
物が揺動したときに浮体の接続部に加わる衝撃を弾性材
の弾性変形によって吸収し得、したがっていかなる場合
にも各浮体の接続部上面に間隙を生じないものでありな
がら、すべての浮体を一体に固着した場合のように浮体
構造物の自重によって一部の接続部に大きな力が加わる
ようなことがなく、接続部が破損する恐れのない浮体の
洋上接続構造を提供し得る。
As described above, according to the present invention, when the floating structure is swayed by wind or waves, the impact applied to the connection parts of the floating structures can be absorbed by the elastic deformation of the elastic material, so that in any case, the upper surface of the connection parts of each floating structure can be absorbed. Although it does not create gaps, it does not cause large forces to be applied to some of the connections due to the weight of the floating structure, unlike when all floating bodies are fixed together, and there is no risk of damage to the connections. It is possible to provide an offshore connection structure for floating bodies.

じかも、浮体構造物の接続を浮体の上面周縁でかつ弾性
材の凹部への注入固化によって行なうものであるから、
簡単に施工することができると共に、施工後の点検も容
易に行なうことができ、また、浮体の上面周縁の相隣接
する部分に、奥部に下方に折曲した脚部空間を有しその
脚部空間が下方はど裾拡がりとなっている凹部を設けた
ので、この凹部に注入固化して介装した弾性材はその脚
部が脚部空間に対応した裾拡がりへなり、ボルト等を用
いて浮体に連結しなくても浮体の揺動によって抜は出す
のを防ぐことができる。
In fact, since the connection of the floating structure is made at the periphery of the upper surface of the floating structure by injecting and solidifying the elastic material into the recess,
It is easy to construct, and inspection after construction is also easy.In addition, there is a leg space bent downward in the deep part of the floating body at the adjacent part of the upper surface periphery. Since a recess is provided in which the bottom space widens at the bottom, the elastic material injected and solidified into this recess will have its legs widen to correspond to the leg space, and can be tightened using bolts, etc. Even if the floating body is not connected to the floating body, it can be prevented from being pulled out due to the rocking of the floating body.

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

図面は本考案の一実施例を示し、第1図は浮体構造物の
一部を示す斜視図、第2図は浮体の接続部を示す縦断面
図である。 2・・・・・・浮体、5・・・・・・弾性材、5a・・
・・・・脚部、6.7,8・・・・・・隔壁。
The drawings show an embodiment of the present invention, and FIG. 1 is a perspective view showing a part of a floating structure, and FIG. 2 is a longitudinal cross-sectional view showing a connection part of the floating structure. 2...Floating body, 5...Elastic material, 5a...
... Legs, 6.7, 8 ... Bulkhead.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 隣接する浮体の上面周縁のうち相隣接する部分にそれぞ
れ、奥部に下方に折曲した脚部空筒を有しその脚部空間
が下方はど裾拡がりとなっている凹部を設け、これが双
方の凹部にわたってその内部に、上面が前記浮体の上面
と同一面内に位置するように注入固化した弾性材を介装
し、この弾性材を介して前記浮体を接続することを特徴
とする浮体の洋上接続構造。
A concave portion is provided in each adjacent portion of the upper surface periphery of the adjacent floating bodies, and the concave portion has a downwardly bent leg cavity in the deep part, and the leg space widens at the bottom. A floating body characterized in that an elastic material injected and solidified is interposed inside the recess so that the upper surface thereof is located in the same plane as the upper surface of the floating body, and the floating body is connected to the floating body through this elastic material. Offshore connection structure.
JP1978122319U 1978-09-05 1978-09-05 Floating offshore connection structure Expired JPS583755Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978122319U JPS583755Y2 (en) 1978-09-05 1978-09-05 Floating offshore connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978122319U JPS583755Y2 (en) 1978-09-05 1978-09-05 Floating offshore connection structure

Publications (2)

Publication Number Publication Date
JPS5537779U JPS5537779U (en) 1980-03-11
JPS583755Y2 true JPS583755Y2 (en) 1983-01-22

Family

ID=29080321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978122319U Expired JPS583755Y2 (en) 1978-09-05 1978-09-05 Floating offshore connection structure

Country Status (1)

Country Link
JP (1) JPS583755Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5831452U (en) * 1981-08-27 1983-03-01 シチズン時計株式会社 tension coil spring

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090118A (en) * 1973-12-12 1975-07-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090118A (en) * 1973-12-12 1975-07-19

Also Published As

Publication number Publication date
JPS5537779U (en) 1980-03-11

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