JP3484413B2 - Mooring lines for floating structures - Google Patents

Mooring lines for floating structures

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Publication number
JP3484413B2
JP3484413B2 JP2000395348A JP2000395348A JP3484413B2 JP 3484413 B2 JP3484413 B2 JP 3484413B2 JP 2000395348 A JP2000395348 A JP 2000395348A JP 2000395348 A JP2000395348 A JP 2000395348A JP 3484413 B2 JP3484413 B2 JP 3484413B2
Authority
JP
Japan
Prior art keywords
mooring
mooring line
floating
floating structure
fixing
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 - Fee Related
Application number
JP2000395348A
Other languages
Japanese (ja)
Other versions
JP2002193183A (en
Inventor
義晃 鈴木
Original Assignee
株式会社ピーエス三菱
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 株式会社ピーエス三菱 filed Critical 株式会社ピーエス三菱
Priority to JP2000395348A priority Critical patent/JP3484413B2/en
Publication of JP2002193183A publication Critical patent/JP2002193183A/en
Application granted granted Critical
Publication of JP3484413B2 publication Critical patent/JP3484413B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、浮き防波堤、浮き
桟橋、石油の生産・貯蔵・積み出し等の浮体式海洋石油
生産設備、海上空港等の水中に設けられる浮体式構造物
の係留索に関する。 【0002】 【従来の技術】従来の浮体式海洋構造物の係留索は、浮
き防波堤などの水深が浅い水域1に位置する浮体式構造
物10では、図4に示すように、浮体式構造物10を係
留チェーン11で水底2に設けたコンクリート製又は鋼
製等のアンカー12に結んで係留される。また、図5に
示すように、石油採掘プラットフォームのような水深の
深い海上に配置される浮体式構造物10では、防食処理
をしたPC鋼材からなる係留索13をコンクリート製又
は鋼製等のアンカー14に定着体15を用いて強固に結
合した後、係留索13を鉛直に弛み無く緊張して、浮体
式構造物10の定着部16に定着して係留される。 【0003】図6は図5に示す水深の大きい場合の従来
の係留索13の施工方法を示す説明図である。図6
(a)に示すように、台船33のクレーン36で係留索
13を水中に吊り卸し、潜水夫37がその下端を水底2
に設けられたコンクリートアンカー14の定着体15に
取付ける。 【0004】図6の例では、係留索11の下端に定着部
17を予め取付けてあり、これをコンクリートアンカー
14の定着体15に係止させればよい。図6(b)は係
止させた状態を示している。次いで係留索11の上端を
浮体構造物10に定着する。この場合、係留索11の長
さの調整が必要である。 【0005】図7は別の定着形式を示すもので、コンク
リートアンカー14の定着体15に定着具18を定着
し、図7(b)に示すようにコンクリート被覆19を施
して定着部を保護する。この作業もすべて潜水作業とな
るので施工が容易でない。 【0006】 【発明が解決しようとする課題】従来の浮体式海洋構造
物の係留索では、係留チェーン、係留索を水底のアンカ
ーに定着した部分の腐食が問題になっている。 【0007】この場合、FRP(繊維補強合成樹脂)製
緊張材を係留索として用いれば腐食の問題はなくなる
が、定着部の金属定着具の腐食が避けられない。また、
腐食以外の問題として、複数の係留索を計画通りに設置
する作業は困難が伴う。また、時間を経て係留索の長さ
を調整する必要が生じても、調整作業は容易ではない。 【0008】本発明は上記問題点を解決するもので、腐
食のおそれのある定着部を、水中又は海中に有しない係
留索を提供することを目的とするものである。 【0009】 【課題を解決するための手段】本発明は、浮体式構造物
を係留する係留索において、係留索の中間部を水底のコ
ンクリートアンカーに遊動自在に係止させ、係留索の両
端を浮体式構造物に定着したことを特徴とする浮体式構
造物の係留索である。係留索としては防食処理されたP
C鋼材、FRP製緊張材、又はチェーン等を用いる。本
発明によれば、係留索とコンクリートアンカーを結合す
る定着部の腐食の問題が解決される。 【0010】 【発明の実施の形態】以下図面を参照して本発明の実施
の形態を説明する。図1は本発明の実施例の係留索の構
造を示すものである。本発明に係る係留索を用いた係留
方法について説明する。図1で、係留索21は、防食処
理されたPC鋼材あるいはFRP製緊張材である。PC
鋼材の防食処理は、例えば、PC鋼材自身の表面を防食
加工するか、あるいはPC鋼材を防食パイプで被覆する
ことによって達成される。アンカー22はコンクリート
製で、その重量により、浮体式海洋構造物10をアンカ
リングしている。係留索21は図1に示すように、U字
形に配置されている。係留索21のコンクリートアンカ
ー22との結合はU字形に挿通されているだけで、従来
のような定着体は用いない。従って、係留索21とコン
クリートアンカー22とを結合する部分の腐食の問題は
全くない。係留索21の両端は浮体式構造物10に定着
部23によって定着される。 【0011】図2は図1の実施例の施工手順を示す工程
である。 【0012】(a)コンクリートアンカー22を水底2
に設置する。このときパイロットワイヤ31を予めコン
クリートアンカー22のU字状の挿通孔24中に挿通し
ておき、パイロットワイヤ31の両端をブイ32に結合
しておく。 【0013】(b)パイロットワイヤ31の一方の端部
にPCケーブルなどの係留索21を結合する。係留索2
1は台船33に載置されたドラム34から巻戻される。
パイロットワイヤ31の他端を矢印35のように引き上
げ係留索21をコンクリートアンカー22のU字状の挿
通孔24に引込む。 【0014】(c)パイロットワイヤ31の引上げが完
了すると、係留索21はコンクリートアンカー22を通
って、その両端は水上にある。この係留索21の両端の
定着部23を浮体式構造物10に定着する。 【0015】図3は水深の浅い水底に係留される実施例
の係留索11を示したもので、この係留索11は係留チ
ェーン等から成るものが通常である。コンクリートアン
カー12に設けた係留金具等を通って係留索11の両端
を浮体構造物10に定着する。この係留索もコンクリー
トアンカーの部分では固定されておらず遊動可能であ
る。固定は浮体構造物上で行うので施工が極めて容易で
ある。 【0016】本発明によれば、従来と違い2本分をU字
形に曲げた1本の係留索11又は21を浮体構造物上で
定着し、水底に定着部を有しないので、従来に比べ、係
留索の長さ調整がはるかに容易で、作業時間の大幅な短
縮を図ることができる。また、日時が経過した後でも係
留索の長さ調整が容易にできる。さらに、海が大時化の
場合も係留索11又は21の各長さの変動が許容される
ので、係留索11又は21に過大な一時的引張力が発生
するのを防ぐ効果がある。 【0017】 【発明の効果】本発明によれば、浮体式海洋構造物の係
留索の腐食の問題が解消され、また、係留索の設定作業
が容易となり、また、日時を経た後の長さの再調整も容
易にできることとなる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating breakwater, a floating pier, a floating type offshore oil production facility for production, storage, and offloading of oil, and an underwater installation at a sea airport or the like. The present invention relates to mooring lines for floating structures. 2. Description of the Related Art A conventional mooring line for a floating offshore structure is a floating structure such as a floating breakwater, which is located in a shallow water area 1 as shown in FIG. The mooring chain 10 is moored by being connected to a concrete or steel anchor 12 provided on the water bottom 2 by a mooring chain 11. Further, as shown in FIG. 5, in a floating structure 10 such as an oil mining platform, which is disposed on a deep water, a mooring cable 13 made of a PC steel material subjected to anticorrosion treatment is connected to an anchor made of concrete or steel. After firmly connecting to the fixing member 14 by using the fixing member 15, the mooring line 13 is tensioned vertically without slack, and is fixed to the fixing portion 16 of the floating structure 10 to be moored. FIG. 6 is an explanatory view showing a conventional method of installing the mooring cable 13 when the water depth shown in FIG. 5 is large. FIG.
As shown in (a), the mooring line 13 is suspended in the water by the crane 36 of the barge 33, and the diver 37
Is attached to the fixing body 15 of the concrete anchor 14 provided in the above. [0006] In the example of FIG. 6, a fixing portion 17 is previously attached to the lower end of the mooring line 11, and this may be locked to the fixing body 15 of the concrete anchor 14. FIG. 6B shows the locked state. Next, the upper end of the mooring line 11 is fixed to the floating structure 10. In this case, the length of the mooring line 11 needs to be adjusted. FIG. 7 shows another fixing method, in which a fixing device 18 is fixed to a fixing body 15 of a concrete anchor 14, and a concrete covering 19 is applied as shown in FIG. . This work is also a diving work, so construction is not easy. [0006] In the conventional mooring lines of floating offshore structures, there is a problem of corrosion of mooring chains and portions where the mooring lines are anchored to anchors at the bottom of the water. In this case, if a tendon made of FRP (fiber reinforced synthetic resin) is used as the mooring line, the problem of corrosion is eliminated, but corrosion of the metal fixing device in the fixing section is inevitable. Also,
As an issue other than corrosion, it is difficult to install multiple mooring lines as planned. Even if it becomes necessary to adjust the length of the mooring line over time, the adjustment operation is not easy. An object of the present invention is to solve the above-mentioned problem, and an object of the present invention is to provide a mooring line which does not have a fixing portion which may be corroded in water or in the sea. According to the present invention, there is provided a mooring line for mooring a floating type structure, wherein an intermediate portion of the mooring line is movably locked to a concrete anchor at the bottom of the water, and both ends of the mooring line are connected to each other. A mooring line for a floating structure, which is fixed to the floating structure. Corrosion-protected P for mooring lines
Use C steel, FRP tendon, chain, or the like. ADVANTAGE OF THE INVENTION According to this invention, the problem of the corrosion of the anchoring part which joins a mooring line and a concrete anchor is solved. Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows the structure of a mooring line according to an embodiment of the present invention. A mooring method using the mooring line according to the present invention will be described. In FIG. 1, the mooring line 21 is made of a PC steel or FRP tendon subjected to anticorrosion treatment. PC
The corrosion prevention treatment of the steel material is achieved by, for example, performing corrosion protection on the surface of the PC steel material itself or coating the PC steel material with a corrosion protection pipe. The anchor 22 is made of concrete, and anchors the floating offshore structure 10 by its weight. The mooring lines 21 are arranged in a U-shape as shown in FIG. The mooring line 21 is connected to the concrete anchor 22 only by being inserted in a U-shape, and a conventional fixing body is not used. Therefore, there is no problem of corrosion of the portion connecting the mooring cable 21 and the concrete anchor 22. Both ends of the mooring line 21 are fixed to the floating structure 10 by the fixing unit 23. FIG. 2 is a flow chart showing the construction procedure of the embodiment of FIG. (A) When the concrete anchor 22 is
Installed in At this time, the pilot wire 31 is previously inserted into the U-shaped insertion hole 24 of the concrete anchor 22, and both ends of the pilot wire 31 are connected to the buoy 32. (B) A mooring cable 21 such as a PC cable is connected to one end of the pilot wire 31. Mooring line 2
1 is unwound from a drum 34 mounted on a barge 33.
The other end of the pilot wire 31 is pulled up as indicated by an arrow 35 and the mooring cable 21 is drawn into the U-shaped insertion hole 24 of the concrete anchor 22. (C) When the pulling of the pilot wire 31 is completed, the mooring cable 21 passes through the concrete anchor 22 and both ends thereof are on the water. The fixing portions 23 at both ends of the mooring line 21 are fixed to the floating structure 10. FIG. 3 shows a mooring line 11 according to an embodiment moored on a shallow water bottom. The mooring line 11 is usually composed of a mooring chain or the like. Both ends of the mooring cable 11 are fixed to the floating structure 10 through a mooring fitting or the like provided on the concrete anchor 12. This mooring line is also not fixed at the concrete anchor portion and can move freely. Since fixing is performed on the floating structure, construction is extremely easy. According to the present invention, unlike the related art, one mooring cable 11 or 21 having two U-shaped bends is fixed on the floating structure and has no anchoring portion on the water bottom. In addition, it is much easier to adjust the length of the mooring line, and the working time can be greatly reduced. Further, the length of the mooring line can be easily adjusted even after the date and time has elapsed. Furthermore, since the length of the mooring line 11 or 21 is allowed to vary even when the sea is stormy, an effect of preventing an excessive temporary tensile force from being generated in the mooring line 11 or 21 is provided. According to the present invention, the problem of corrosion of mooring lines of a floating offshore structure is solved, the work of setting up mooring lines is facilitated, and the length of the mooring lines after the date and time has passed. Can be easily readjusted.

【図面の簡単な説明】 【図1】実施例の浮体式構造物の係留索を示す説明図で
ある。 【図2】実施例の浮体式構造物の係留索の施工工程を示
す工程図である。 【図3】別の実施例の浮体式構造物の係留索を示す説明
図である。 【図4】従来例の浮体式構造物の係留索を示す説明図で
ある。 【図5】従来例の浮体式構造物の係留索を示す説明図で
ある。 【図6】従来例の浮体式構造物の係留索の施工方法を示
す説明図である。 【図7】従来例の浮体式構造物の係留索の定着形式を示
す説明図である。 【符号の説明】 1 水域(海洋) 2 水底 10 浮体式構造物 11 係留チェーン 12、14、22 コンクリートアンカー 13、21 係留索 15 定着体 16、23 定着部 17 定着部 18 定着具 19 コンクリート被覆 24 挿通孔 31 パイロットワイヤ 32 ブイ 33 台船 34 ドラム 35 矢印 36 クレーン 37 潜水夫
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory view showing a mooring line of a floating structure according to an embodiment. FIG. 2 is a process diagram showing a construction process of a mooring line of the floating structure according to the embodiment. FIG. 3 is an explanatory view showing a mooring line of a floating structure according to another embodiment. FIG. 4 is an explanatory view showing a mooring line of a conventional floating structure. FIG. 5 is an explanatory view showing a mooring line of a conventional floating structure. FIG. 6 is an explanatory view showing a construction method of a mooring line of a conventional floating structure. FIG. 7 is an explanatory view showing a manner of anchoring mooring lines of a conventional floating structure. DESCRIPTION OF SYMBOLS 1 Water area (ocean) 2 Water bottom 10 Floating structure 11 Mooring chains 12, 14, 22 Concrete anchors 13, 21 Mooring lines 15 Fixing bodies 16, 23 Fixing section 17 Fixing section 18 Fixing tool 19 Concrete covering 24 Insertion hole 31 Pilot wire 32 Buoy 33 Barge 34 Drum 35 Arrow 36 Crane 37 Diver

Claims (1)

(57)【特許請求の範囲】 【請求項1】 浮体式構造物を係留する係留索におい
て、係留索の中間部を水底のコンクリートアンカーに遊
動自在に係止させ、係留索の両端を浮体式構造物に定着
したことを特徴とする浮体式構造物の係留索。
(57) [Claims 1] In a mooring line for mooring a floating structure, an intermediate portion of the mooring line is movably locked to a concrete anchor at the bottom of the water, and both ends of the mooring line are floating. A mooring line for a floating structure, which is fixed to the structure.
JP2000395348A 2000-12-26 2000-12-26 Mooring lines for floating structures Expired - Fee Related JP3484413B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000395348A JP3484413B2 (en) 2000-12-26 2000-12-26 Mooring lines for floating structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000395348A JP3484413B2 (en) 2000-12-26 2000-12-26 Mooring lines for floating structures

Publications (2)

Publication Number Publication Date
JP2002193183A JP2002193183A (en) 2002-07-10
JP3484413B2 true JP3484413B2 (en) 2004-01-06

Family

ID=18860823

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000395348A Expired - Fee Related JP3484413B2 (en) 2000-12-26 2000-12-26 Mooring lines for floating structures

Country Status (1)

Country Link
JP (1) JP3484413B2 (en)

Also Published As

Publication number Publication date
JP2002193183A (en) 2002-07-10

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