JPH01315513A - Mooring method and mooring device for floating body offshore structure - Google Patents

Mooring method and mooring device for floating body offshore structure

Info

Publication number
JPH01315513A
JPH01315513A JP14477088A JP14477088A JPH01315513A JP H01315513 A JPH01315513 A JP H01315513A JP 14477088 A JP14477088 A JP 14477088A JP 14477088 A JP14477088 A JP 14477088A JP H01315513 A JPH01315513 A JP H01315513A
Authority
JP
Japan
Prior art keywords
mooring
floating marine
outer shell
floating body
offshore structure
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
JP14477088A
Other languages
Japanese (ja)
Inventor
Tadashi Matsumoto
正 松本
Kenji Wada
憲治 和田
Yuutarou Motora
元良 勇太郎
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP14477088A priority Critical patent/JPH01315513A/en
Publication of JPH01315513A publication Critical patent/JPH01315513A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce the influence of waves on a floating body offshore structure by installing a mooring device consisting of both an outer shell having penetrating holes on its side surface and a mooring pillar, on the water bottom, so that the floating body offshore structure can be turnably connected to the pillar via a connector. CONSTITUTION:A mooring device 1 consisting of both an outer shell 2 in which a large number of penetrating holes 4 are opened on the side surface of a bottomed cylindrical body and a mooring pillar 3 which is integrally formed with the outer shell 2, is installed so as to be located on the water bottom. And the supporting shaft 11 of a connector 9 is turnably inserted, from above, into an inserting hole 6 having been bored on the top of the mooring pillar 3, and a floating body offshore structure 8 is turnably connected to the mooring pillar 3. Thus, the floating body offshore structure can be always turned and moved in a position where the influence of wind and waves is least.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、浮体海洋構造物の係留方法及びその係留装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method of mooring a floating marine structure and a mooring device thereof.

く従来の技術〉 浮島や海上プラットホーム等の浮体海洋構造物を海洋上
の定位置に保持する手段として、海底に設置したアンカ
ーに索鎖を用いて係留する方法が一般に知られている。
BACKGROUND ART As a means for holding floating marine structures such as floating islands and offshore platforms in fixed positions on the ocean, it is generally known to moor them to anchors installed on the seabed using rope chains.

〈本発明が解決しようとする問題点〉 前記した従来の浮体海洋構造物の係留技術には次のよう
な問題点が存在する。
<Problems to be Solved by the Present Invention> The conventional mooring techniques for floating marine structures described above have the following problems.

〈イ〉アンカーの設置位置は、浮体海洋構造物を係留す
る海域の風向、波向等の観測統計資料を基に、波風によ
る影響を最少限にする方向に浮体海洋構造物が向くこと
を条件に決定される。
<B> The installation position of the anchor shall be based on observational statistical data such as wind direction and wave direction in the sea area where the floating offshore structure is moored, with the condition that the floating offshore structure is oriented in a direction that minimizes the influence of waves and winds. determined.

しかし、海洋気象条件は必ずしも統計資料通りとは限ら
ないから、その危険要素を踏まえると、工費アップや施
工期間の長期化を無視してでもアンカーを過大設計しな
ければならない。
However, marine weather conditions do not always match statistical data, so taking into account the risk factors, it is necessary to over-design anchors, even ignoring the increased construction costs and longer construction period.

〈口〉厳しい海洋気象条件下で浮体海洋構造物を長期間
にわたって係留すると、索鎖の破断やアンカーの横移動
の点で不安が残る。
<Mouth> When a floating marine structure is moored for a long period of time under severe marine weather conditions, there are concerns that the cable chain may break or the anchor may move laterally.

〈ハ〉浮体海洋構造物は、風向、波向等の影響の最も少
ない位置に向けて係留されるものの、波浪を直接受ける
ため、その影響は無視できない。
<C> Floating marine structures are moored toward a position where they are least affected by wind direction, wave direction, etc., but since they are directly exposed to waves, the influence cannot be ignored.

このような現状を背景に、少しでも波浪から受ける浮体
海洋構造物の影響を小さくできる技術の提案が望まれて
いる。
Against this background, there is a desire to propose a technology that can minimize the effects of waves on floating marine structures.

〈発明の目的〉 本発明は以上の点に鑑みて成されたもので、次の浮体海
洋構造物の係留技術を提供することを目的とする。
<Object of the Invention> The present invention has been made in view of the above points, and an object of the present invention is to provide the following mooring technology for floating marine structures.

〈イ〉波風の方向が変化しても、常に浮体海洋構造物を
波風の影響の最も少ない方向に移動できる、浮体海洋構
造物の係留技iji。
<B> A mooring technique for floating marine structures, iji, that allows floating marine structures to be always moved in the direction where the influence of waves and winds is least, even if the direction of waves and winds changes.

(口〉波浪の影響を緩和できる、浮体海洋構造物の係留
技術。
(Mouth) A mooring technology for floating marine structures that can alleviate the effects of waves.

〈本発明の構成〉 以下、本発明の一実施例について説明する。<Configuration of the present invention> An embodiment of the present invention will be described below.

まず、第1図を基に浮体海洋構造物の係留装置について
説明する。
First, a mooring device for a floating marine structure will be explained based on FIG.

〈イ〉係留装置 係留装置1は、外殻2と、外殻2と一体の係留支柱3と
よりなる重力式の構造体である。
<A> Mooring device The mooring device 1 is a gravity-type structure consisting of an outer shell 2 and a mooring strut 3 integrated with the outer shell 2.

外殻2は有底形の円筒体であり、その側面に多数の透孔
4群を開設して消波機能を有する。
The outer shell 2 is a cylindrical body with a bottom, and has a wave-dissipating function by opening a large number of four groups of through holes on its side surface.

外殻2の底版5の中央部に、係留支柱3が垂直に立設し
ている。
A mooring post 3 is vertically installed in the center of the bottom plate 5 of the outer shell 2.

係留装置1を海底に着底させる関係から、外殻2及び係
留支柱3の高さは、これらの上端が水面に達するまでの
長さがあれば良い。
In order to allow the mooring device 1 to land on the seabed, the heights of the outer shell 2 and the mooring struts 3 need only be long enough for their upper ends to reach the water surface.

〈口〉係留装置と浮体海洋構造物の係留手段係留支柱3
の上部に穿設した挿入孔6内には、筒状の緩衝材7が挿
入しである。
<Exit> Mooring device and mooring means of floating marine structure Mooring strut 3
A cylindrical cushioning material 7 is inserted into the insertion hole 6 formed in the upper part of the housing.

そして、本発明に係る係留装置1では、剛体の連結具9
を用いて浮体海洋構造物8を旋回可能に係留する。
In the mooring device 1 according to the present invention, the rigid connector 9
The floating marine structure 8 is moored so as to be able to turn.

連結具9は、浮体海洋構造物8に接続する二股形の連結
具本体10と、この連結具本体10の自由端で下向きに
形成した支軸11とからなる。
The connector 9 consists of a bifurcated connector main body 10 connected to the floating marine structure 8, and a support shaft 11 formed downward at the free end of the connector main body 10.

連結具9の支軸11を係留支柱3の挿入孔6の上方から
旋回可能に挿入して、浮体海洋構造物8を係留支柱3に
旋回可能に連結する。
The support shaft 11 of the connector 9 is rotatably inserted from above into the insertion hole 6 of the mooring strut 3, thereby pivotally connecting the floating marine structure 8 to the mooring strut 3.

要は、浮体海洋構造物8を係留支柱3に対して旋回自在
に連結できれば良い。
In short, it is sufficient if the floating marine structure 8 can be connected to the mooring strut 3 so as to be rotatable.

〈作用〉 くイ〉海洋気象条件に対する順応性について第2図に示
すように、係留装置1に係留している浮体海洋構造物8
に波風が矢印A方向から作用すると、同図の浮体海洋構
造物8は上方から受ける外力Bと下方より受ける外力C
の差によって旋回力を受ける。
<Function>Kui> Adaptability to marine weather conditions As shown in Figure 2, the floating marine structure 8 moored to the mooring device 1
When waves and winds act from the direction of arrow A, the floating marine structure 8 in the figure receives an external force B from above and an external force C from below.
The turning force is applied by the difference between

浮体海洋構造物8は係留装置1に対し、連結具9を介し
て旋回自在に係留しであるから、外力B、Cの差による
発生した旋回力を受けて、第3図のように矢印Aの延長
線上まで旋回する。
Since the floating marine structure 8 is moored to the mooring device 1 via the connector 9 so as to be able to rotate freely, it receives the turning force generated by the difference between the external forces B and C, and moves as shown by the arrow A in FIG. Turn to the extension line of .

浮体海洋構造物8が旋回し、矢印Aの延長線上まで旋回
して移動すると、浮体海洋構造物8の両側に作用する外
力りのバランスがとれて、静止する。
When the floating marine structure 8 turns and moves to the extension line of arrow A, the external forces acting on both sides of the floating marine structure 8 are balanced and it comes to rest.

従って、常に浮体海洋構造物8は係留装置1の背面側で
矢印Aの延長線上の波風の影響の最も少ない位置に移動
することになる。
Therefore, the floating marine structure 8 always moves to a position on the extension line of the arrow A on the rear side of the mooring device 1 where it is least affected by waves and wind.

〈口〉波浪の影響について 第1図に見るように、係留装置1に大きな波が入射する
と、この波力は外殻2の透孔4群を通過する際に減衰さ
れる。
<Exposure> Regarding the influence of waves As shown in FIG. 1, when a large wave is incident on the mooring device 1, this wave force is attenuated as it passes through the group of 4 through holes in the outer shell 2.

従って、係留装置1の背面側に位置する浮体海洋構造物
8は、減衰(消波)された波の力を受けることになる。
Therefore, the floating marine structure 8 located on the back side of the mooring device 1 receives the force of the attenuated (dissipated) waves.

〈その他の実施例〉 前記実施例は、浮体海洋構造物8を係留装置1の一点で
旋回自在に係留する場合について説明したが、係留装置
1を複数組み用いて、浮体海洋構遺物8の旋回を拘束し
て係留することも可能である。
<Other Embodiments> In the above embodiments, the case where the floating marine structure 8 is moored at one point of the mooring device 1 so as to be able to freely rotate has been described. It is also possible to restrain and moor.

〈本発明の効果〉 本発明は以上説明したようになるから次の効果が得られ
る。
<Effects of the Present Invention> Since the present invention is as described above, the following effects can be obtained.

〈イ〉波風の方向が変化しても、係留装置を中心として
、常に浮体海洋構造物を波風の影響の最も少ない位置に
旋回して移動できる。
(A) Even if the direction of the waves and winds changes, the floating marine structure can always be rotated and moved around the mooring device to a position where it is least affected by the waves and winds.

〈口〉係留装置が消波機能を有すると共に、その断面形
状が円形で方向性がないから、如何なる方向から来る波
に対しても、その波力を減衰できる。
<Exposure> The mooring device has a wave-absorbing function, and since its cross-sectional shape is circular and has no directionality, it can attenuate the wave force of waves coming from any direction.

従って、係留装置の背面に係留されている浮体海洋構造
物に作用する波力を低減できる。
Therefore, the wave force acting on the floating marine structure moored to the back of the mooring device can be reduced.

〈ハ〉浮体海洋構造物に作用する波力の作用方向を特定
できるから、浮体海洋構造物に作用する外力を正確に算
定でき、しかも、係留装置を合理的に設計できる。
<C> Since the direction of wave force acting on the floating marine structure can be specified, the external force acting on the floating marine structure can be accurately calculated, and mooring devices can be rationally designed.

〈二〉係留装置が重力式であるから、従来のような走錨
等による移動の危険性を解消でき、浮体海洋構造物を安
全確実に係留できる。
(2) Since the mooring device is a gravity type, the danger of movement caused by dragging an anchor, etc. in the conventional method can be eliminated, and the floating marine structure can be moored safely and reliably.

4、図面の簡単な説明       ゛。4. Brief explanation of the drawings.

第1図:浮体海洋構造物の係留装置の縦断面図第2図:
旋回前における浮体海洋構造物の作用する外力の説明図 第3図:旋回後における浮体海洋構造物の作用する外力
の説明図
Figure 1: Longitudinal cross-sectional view of a mooring device for a floating offshore structure Figure 2:
An explanatory diagram of external forces acting on a floating marine structure before turning Figure 3: An explanatory diagram of external forces acting on a floating marine structure after turning

Claims (2)

【特許請求の範囲】[Claims] (1)周面に透孔群を有する重力式の筒体を水底に着底
させて設置し、 前記筒体内に筒体と一体に支柱を設け、 支柱の上端に連結具を用いて浮体海洋構造物を旋回自在
に係留する、 浮体海洋構造物の係留方法。
(1) A gravity-type cylinder with a group of through holes on its circumference is installed on the bottom of the water, a support is provided inside the cylinder and integrated with the cylinder, and a connecting device is used at the top of the support to create a floating marine vessel. A mooring method for floating marine structures that moor the structure so that it can rotate freely.
(2)有底形の外殻と、 外殼の底版の中央部に一体に立設した係留支柱とからな
り、 外殻の側面に多数の透孔群を開設し、 係留支柱の上部に浮体海洋構造物の旋回を許容して連結
する連結部を形成した、 浮体海洋構造物の係留装置。
(2) It consists of a bottomed outer shell and a mooring strut that stands integrally in the center of the bottom slab of the outer shell, with a large number of through holes on the side of the outer shell, and a floating marine anchorage installed on the top of the mooring strut. A mooring device for floating marine structures that forms a connecting part that allows the structures to rotate.
JP14477088A 1988-06-14 1988-06-14 Mooring method and mooring device for floating body offshore structure Pending JPH01315513A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14477088A JPH01315513A (en) 1988-06-14 1988-06-14 Mooring method and mooring device for floating body offshore structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14477088A JPH01315513A (en) 1988-06-14 1988-06-14 Mooring method and mooring device for floating body offshore structure

Publications (1)

Publication Number Publication Date
JPH01315513A true JPH01315513A (en) 1989-12-20

Family

ID=15370015

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14477088A Pending JPH01315513A (en) 1988-06-14 1988-06-14 Mooring method and mooring device for floating body offshore structure

Country Status (1)

Country Link
JP (1) JPH01315513A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541395A (en) * 2019-09-29 2019-12-06 浙江海洋大学 Ship mooring device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541395A (en) * 2019-09-29 2019-12-06 浙江海洋大学 Ship mooring device

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