JPH07101379A - Floating structure mooring structure - Google Patents

Floating structure mooring structure

Info

Publication number
JPH07101379A
JPH07101379A JP24793593A JP24793593A JPH07101379A JP H07101379 A JPH07101379 A JP H07101379A JP 24793593 A JP24793593 A JP 24793593A JP 24793593 A JP24793593 A JP 24793593A JP H07101379 A JPH07101379 A JP H07101379A
Authority
JP
Japan
Prior art keywords
mooring
fixed
anchor portion
water
anchor
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
JP24793593A
Other languages
Japanese (ja)
Inventor
Keigo Koga
桂吾 古閑
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel 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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP24793593A priority Critical patent/JPH07101379A/en
Publication of JPH07101379A publication Critical patent/JPH07101379A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】 【目的】 浮体の横移動を抑制しつつ、水位の上昇、下
降に追随できる係留構造を実現する。 【構成】 水面に浮揚させた浮揚構造物1を水底の地盤
4に固定したアンカー2に係留索3により係留する係留
構造であって、アンカー2を、水底の地盤4に固定され
る固定アンカー部21と、これと傾斜摺動面23を介して相
対移動可能な可動アンカー部22とで構成し、係留索3の
一端を固定アンカー部21に、他の一端を可動アンカー部
22に緊結するとともにこの係留索3を浮揚構造物1に設
けた係止部材11に滑動自在に係止して構成する。
(57) [Summary] [Purpose] To realize a mooring structure that can follow the rise and fall of the water level while suppressing the lateral movement of the floating body. [Structure] A mooring structure in which a levitation structure 1 floated on the water surface is moored by anchoring lines 3 to an anchor 2 fixed to a ground 4 at the bottom of the water, and the anchor 2 is a fixed anchor portion fixed to the ground 4 at the bottom of the water 21 and a movable anchor portion 22 which can move relative to this via an inclined sliding surface 23. One end of the mooring cable 3 is a fixed anchor portion 21, and the other end is a movable anchor portion.
The mooring cable 3 is tightly connected to the cable 22 and is slidably locked to the locking member 11 provided on the floating structure 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ブイ、作業台船その他
の港湾等の水面に浮揚させる浮揚構造物を、水底に固定
したアンカーに係留する係留構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mooring structure for mooring a floating structure such as a buoy, a work pontoon or other harbor which is floated on the water surface to an anchor fixed to the water bottom.

【0002】[0002]

【従来の技術】ブイ、作業台船その他の港湾等の水面に
浮揚させる浮揚構造物(以下、総称して浮体という)
は、漂流したり他の浮体や船舶と衝突したりすることの
ないよう、図5に示すごとく、複数基の水底に固定した
アンカーに、チェーン、ロープ等の係留索によって係留
されている。1は浮体、2はアンカー、3は係留索、4
は水底の地盤である。
2. Description of the Related Art Buoys, work pontoons, and other floating structures that are levitated on the surface of water such as ports (hereinafter collectively referred to as floating bodies)
In order not to drift or collide with other floating bodies or ships, the boat is moored to a plurality of anchors fixed to the bottom of the water by mooring lines such as chains and ropes as shown in FIG. 1 is a floating body, 2 is an anchor, 3 is a mooring line, 4
Is the bottom of the water.

【0003】水位の変動に伴い浮体も上昇、下降するか
ら、通常、係留索は最高水位においても多少の余裕が必
要であり、係留索の長さLは、 L=d×1.5 +Δd (ただし、dは最大水深、Δdは水位差) を目安とし、緩んだ状態で浮体と連結されている。
Since the floating body also rises and falls as the water level fluctuates, the mooring line usually requires some margin even at the highest water level, and the length L of the mooring line is L = d × 1.5 + Δd (however, d is the maximum water depth, and Δd is the water level difference), which are connected to the floating body in a loose state.

【0004】[0004]

【発明が解決しようとする課題】ところで、この状態で
浮体に波浪、風その他の水平方向からの外力が作用する
と、浮体は図5の破線で示したように移動する。特に水
深や水位差が大きい場合は移動量も大きくなり、狭い港
湾等の泊地内に多数の係留船があると、浮体が衝突する
危険も増大する。
By the way, when waves, wind or other external force from the horizontal direction acts on the floating body in this state, the floating body moves as shown by the broken line in FIG. In particular, when the water depth or water level difference is large, the amount of movement is large, and if there are many moored ships in an anchorage such as a narrow harbor, the risk of collision with the floating body increases.

【0005】こうした危険を避けるため、係留索を短く
し、低水位の状態でも係留索が緊張しているようにする
と、高水位になった時に浮体が水面につれて上昇でき
ず、浮体としての機能を発揮できない。本発明は、この
ような問題点を解消し、係留索を常に緊張状態に保持し
て浮体の横移動を抑制しつつ、水位の上昇、下降に追随
できる浮体の係留構造を実現することを目的とする。
In order to avoid such a danger, if the mooring line is shortened so that the mooring line is tense even at a low water level, the floating body cannot rise to the surface of the water when the water level becomes high, and the function of the floating body is reduced. I can't show it. An object of the present invention is to solve the above problems and to realize a mooring structure of a floating body that can keep the mooring line in a tensioned state at all times to suppress the lateral movement of the floating body and can follow the rise and fall of the water level. And

【0006】[0006]

【課題を解決するための手段】本発明は、水面に浮揚さ
せた浮揚構造物を水底の地盤に固定したアンカーに係留
索により係留する浮揚構造物の係留構造であって、前記
アンカーを、水底の地盤に固定される固定アンカー部
と、これと傾斜摺動面を介して相対移動可能な可動アン
カー部とで構成し、前記係留索の一端を前記固定アンカ
ー部に、他の一端を前記可動アンカー部に緊結するとと
もにこの係留索を前記浮揚構造物に設けた係止部材に滑
動自在に係止したことを特徴とする浮揚構造物の係留構
造であり、さらには、固定アンカー部と可動アンカー部
との間の傾斜摺動面に、摺動機構を備えた前記浮揚構造
物の係留構造である。
SUMMARY OF THE INVENTION The present invention is a mooring structure for a levitation structure in which a levitation structure levitated on the water surface is moored to an anchor fixed to the ground of the water bottom by mooring lines. It consists of a fixed anchor part that is fixed to the ground and a movable anchor part that can move relative to the fixed anchor part through an inclined sliding surface. One end of the mooring line is the fixed anchor part and the other end is the movable part. A mooring structure for a floating structure, wherein the mooring line is tightly connected to an anchor part and the mooring line is slidably locked to a locking member provided on the floating structure, and further, a fixed anchor part and a movable anchor. The mooring structure of the floating structure is provided with a sliding mechanism on an inclined sliding surface between the floating structure and the portion.

【0007】[0007]

【作 用】本発明によれば、水底の地盤に固定していた
アンカーを2つの部分に分割し、従来と同様水底の地盤
に固定される固定アンカー部と、水位の変動に追随し、
摺動面を介して固定アンカー部と相対移動する可動アン
カー部とで構成したことにより、係留索は水位の変動に
係わりなく常に緊張状態を保持し、浮体が自由に横移動
することはない。
[Operation] According to the present invention, the anchor fixed to the ground on the bottom of the water is divided into two parts, and the fixed anchor part fixed to the ground on the bottom of the water and the fluctuation of the water level are tracked as in the conventional case,
Since it is composed of the fixed anchor portion and the movable anchor portion that moves relative to each other via the sliding surface, the mooring line always maintains the tension state regardless of the fluctuation of the water level, and the floating body does not freely move laterally.

【0008】[0008]

【実施例】本発明の一実施例を図1、図2により説明す
る。図1は平面図、図2は正面図で、さきの図5と共通
のものについては同じ符号を使用しているが、アンカー
は固定アンカー部21と、可動アンカー部22とから構成さ
れている。図2(a)は満潮時などの高水位で浮体1が
上昇した状態、(b)は干潮時などの低水位で浮体1が
下降した状態を示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. 1 is a plan view, FIG. 2 is a front view, and the same reference numerals are used for the same elements as in FIG. 5 above, but the anchor is composed of a fixed anchor portion 21 and a movable anchor portion 22. . FIG. 2A shows a state in which the floating body 1 has risen at a high water level such as during high tide, and FIG. 2B shows a state in which the floating body 1 has descended at a low water level such as during low tide.

【0009】係留索3は、浮体1に設けられた滑車等の
係止部材11を折り返し点として、一端は固定アンカー部
21に、他端は可動アンカー部22に緊結され、浮体1の係
止部材11のところでは係留索3は滑動自在に係止され、
すなわち係止部材11に巻き付けられて折り返しているの
みで固定はされていない。たとえば低水位では図2
(b)のように、固定アンカー部21と可動アンカー部22
は密着しており、水位の上昇によって浮体1が上昇して
水底の地盤4と浮体1との距離が大きくなると、固定ア
ンカー部21の位置は変わらず、係留索3の全長も一定で
あるから、可動アンカー部22が引き上げられ、図2
(a)の矢印のように固定アンカー部21に対して相対移
動する。その地点の最高水位における可動アンカー部22
の位置を限度として、それ以上の移動がないよう、両者
間にはストッパが設けられている。ストッパとしては、
相対移動する摺動部分に突起等を設けて構成してもよい
が、固定アンカー部21と、可動アンカー部22とをワイヤ
ロープ等で連結しておいてもよい。
The mooring line 3 has a fixed anchor portion at one end with a locking member 11 such as a pulley provided on the floating body 1 as a turning point.
21, the other end is tightly connected to the movable anchor portion 22, and the mooring line 3 is slidably locked at the locking member 11 of the floating body 1,
That is, it is only wrapped around the locking member 11 and folded back, and is not fixed. For example, at low water level
As shown in (b), the fixed anchor portion 21 and the movable anchor portion 22
Are in close contact with each other, and when the floating body 1 rises due to the rise of the water level and the distance between the ground 4 at the bottom of the water and the floating body 1 increases, the position of the fixed anchor portion 21 does not change, and the total length of the mooring line 3 is also constant. , The movable anchor portion 22 is pulled up, and as shown in FIG.
It moves relative to the fixed anchor portion 21 as indicated by the arrow in (a). Movable anchor part 22 at the highest water level at that point
A stopper is provided between the two so as to prevent further movement within the position of. As a stopper
Although the sliding portion that relatively moves may be provided with a protrusion or the like, the fixed anchor portion 21 and the movable anchor portion 22 may be connected by a wire rope or the like.

【0010】図3、図4は固定アンカー部21と、可動ア
ンカー部22との間の傾斜摺動面23に設けた摺動機構の例
を示す。摺動方向は、係留索3の張られる角度に対応し
た方向とするのが望ましい。摺動機構として図3、4で
は、傾斜摺動面23のいずれか一方の側、たとえば固定ア
ンカー部21側の斜面上に、自由に回転できる複数のロー
ラ24を取り付けてある。25は取り付けフレーム、26はア
ンカーボルトである。ローラ24の軸受は、水中でメンテ
ナンスも困難であることを考慮して密封式のベアリング
を用いるか、水で潤滑するすべり軸受とするか、場合に
よっては回転軸を取り付けるフレーム25の取り付け孔を
大きくすることでも対応できる。この他、ローラ24に代
えてボール状のものを敷き並べたり、ふっ素樹脂等の摩
擦係数の低い板状の滑り材を張りつけてもよい。
3 and 4 show an example of a sliding mechanism provided on an inclined sliding surface 23 between the fixed anchor portion 21 and the movable anchor portion 22. The sliding direction is preferably a direction corresponding to the angle at which the mooring line 3 is stretched. As a sliding mechanism, in FIGS. 3 and 4, a plurality of freely rotatable rollers 24 are attached to either side of the inclined sliding surface 23, for example, the inclined surface on the fixed anchor portion 21 side. 25 is a mounting frame, and 26 is an anchor bolt. As the bearing of the roller 24, a sealed bearing is used considering that it is difficult to maintain in water, or a sliding bearing that is lubricated with water is used.In some cases, the mounting hole of the frame 25 for mounting the rotating shaft is large. You can also respond by doing. In addition, instead of the rollers 24, ball-shaped members may be lined up, or a plate-shaped sliding member having a low friction coefficient such as fluororesin may be attached.

【0011】また、傾斜摺動面23が分離しないように、
摺動面に、あるいはこれに平行して、案内溝や連続した
突起等を設けることが望ましい。なお、固定アンカー部
21を水底に固定する手段としては、重力のみで固定した
り、かぎ状の突起を設けたり、これらを併用するなど、
従来のアンカーと全く同様である。
In order to prevent the inclined sliding surface 23 from separating,
It is desirable to provide a guide groove, a continuous protrusion, or the like on the sliding surface or in parallel with the sliding surface. The fixed anchor part
As means for fixing 21 to the bottom of the water, fixing only by gravity, providing a hook-shaped protrusion, using these together, etc.,
It is exactly the same as the conventional anchor.

【0012】可動アンカー部22は、浮体1の上下移動に
よって移動するので、浮体1の浮力に見合った重量とす
る必要がある。可動アンカー部22が重すぎると、浮体1
が上下動しようとしても可動アンカー部22が持ち上がら
ず、水面に追随できない。逆に可動アンカー部22が軽す
ぎると、係留索3に与える張力が不足して、浮体1の横
移動を抑制することができない。
Since the movable anchor portion 22 moves due to the vertical movement of the floating body 1, it is necessary to have a weight corresponding to the buoyancy of the floating body 1. If the movable anchor part 22 is too heavy, the floating body 1
Even if he tries to move up and down, the movable anchor portion 22 does not lift and cannot follow the water surface. On the contrary, when the movable anchor portion 22 is too light, the tension applied to the mooring line 3 is insufficient, and the lateral movement of the floating body 1 cannot be suppressed.

【0013】浮体1に設ける係留索3の係止部材11は、
単に鋼管のような筒体とし、係留索3を巻き付けるのみ
でもよいし、自由に回転できる滑車等を設け、係留索3
を巻き付けてもよい。
The locking member 11 of the mooring line 3 provided on the floating body 1 is
The mooring line 3 may be simply wrapped around the tubular body such as a steel pipe, or the mooring line 3 may be provided with a pulley or the like that can freely rotate.
May be wrapped around.

【0014】[0014]

【発明の効果】本発明によれば、水面の上下変化に追随
しつつ係留索を常に緊張状態として、浮体の横移動を抑
制することができるから、狭い泊地で係留物が輻輳して
いる場合でも衝突等の危険が解消され、かつ荒天等の際
の点検や緊急処置などを施す作業が不要となるなどの優
れた効果がある。
According to the present invention, the mooring line can be kept in tension while keeping up with the vertical change of the water surface to suppress the lateral movement of the floating body. Therefore, when the mooring is congested in a narrow anchorage. However, there is an excellent effect that the danger such as a collision is eliminated, and the work of performing an inspection or an emergency procedure in case of stormy weather is unnecessary.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例を示す平面図である。FIG. 1 is a plan view showing an embodiment of the present invention.

【図2】本発明の実施例を示す正面図である。FIG. 2 is a front view showing an embodiment of the present invention.

【図3】本発明の実施例の一部を示す正面図である。FIG. 3 is a front view showing a part of the embodiment of the present invention.

【図4】本発明の実施例の一部を示す斜視図である。FIG. 4 is a perspective view showing a part of the embodiment of the present invention.

【図5】従来の技術を示す正面図である。FIG. 5 is a front view showing a conventional technique.

【符号の説明】[Explanation of symbols]

1 浮体 2 アンカー 21 固定アンカー部 22 可動アンカー部 23 傾斜摺動面 24 ローラ 25 取り付けフレーム 26 アンカーボルト 3 係留索 4 地盤 1 Floating body 2 Anchor 21 Fixed anchor part 22 Movable anchor part 23 Inclined sliding surface 24 Roller 25 Mounting frame 26 Anchor bolt 3 Mooring line 4 Ground

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 水面に浮揚させた浮揚構造物(1)を水
底の地盤(4)に固定したアンカー(2)に係留索
(3)により係留する浮揚構造物の係留構造であって、
前記アンカー(2)を、水底の地盤(4)に固定される
固定アンカー部(21)と、これと傾斜摺動面(23) を介
して相対移動可能な可動アンカー部(22)とで構成し、
前記係留索(3)の一端を前記固定アンカー部(21)
に、他の一端を前記可動アンカー部(22)に緊結すると
ともに、この係留索を前記浮揚構造物(1)に設けた係
止部材(11)に滑動自在に係止したことを特徴とする浮
揚構造物の係留構造。
1. A mooring structure for a levitation structure, wherein a levitation structure (1) levitated on the water surface is moored by an anchoring line (3) to an anchor (2) fixed to a ground (4) at the bottom of the water,
The anchor (2) is composed of a fixed anchor portion (21) fixed to the ground (4) at the bottom of the water, and a movable anchor portion (22) capable of relatively moving through the fixed anchor portion (21) and the inclined sliding surface (23). Then
One end of the mooring line (3) is provided with the fixed anchor portion (21).
The other end is tightly connected to the movable anchor portion (22), and the mooring line is slidably locked to a locking member (11) provided on the floating structure (1). Mooring structure for levitating structures.
【請求項2】 固定アンカー部(21)と可動アンカー部
(22)との間の傾斜摺動面(23)に、摺動機構(24、2
5)を備えた請求項1に記載の浮揚構造物の係留構造。
2. A sliding mechanism (24, 2) is provided on an inclined sliding surface (23) between the fixed anchor portion (21) and the movable anchor portion (22).
The mooring structure for a levitating structure according to claim 1, further comprising 5).
JP24793593A 1993-10-04 1993-10-04 Floating structure mooring structure Pending JPH07101379A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24793593A JPH07101379A (en) 1993-10-04 1993-10-04 Floating structure mooring structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24793593A JPH07101379A (en) 1993-10-04 1993-10-04 Floating structure mooring structure

Publications (1)

Publication Number Publication Date
JPH07101379A true JPH07101379A (en) 1995-04-18

Family

ID=17170748

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24793593A Pending JPH07101379A (en) 1993-10-04 1993-10-04 Floating structure mooring structure

Country Status (1)

Country Link
JP (1) JPH07101379A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101128394B1 (en) * 2011-10-24 2012-03-23 태조건설 주식회사 Inclined buoyant foundation for waterside structure
KR101281654B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Anchoring method of vessel with caisson pipe
KR101281645B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Messenger buoy for vessel with caisson pipe
KR101281652B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Offshore plant anchoring method using vessel with caisson pipe
CN103274020A (en) * 2013-06-04 2013-09-04 中国人民解放军总后勤部军事交通运输研究所 Auxiliary device for double anchor counter-pulling positioning of shoal-water floating body
KR101346258B1 (en) * 2011-12-22 2014-01-06 삼성중공업 주식회사 Vessel with caisson pipe

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101128394B1 (en) * 2011-10-24 2012-03-23 태조건설 주식회사 Inclined buoyant foundation for waterside structure
KR101281654B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Anchoring method of vessel with caisson pipe
KR101281645B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Messenger buoy for vessel with caisson pipe
KR101281652B1 (en) * 2011-12-22 2013-07-03 삼성중공업 주식회사 Offshore plant anchoring method using vessel with caisson pipe
KR101346258B1 (en) * 2011-12-22 2014-01-06 삼성중공업 주식회사 Vessel with caisson pipe
CN103274020A (en) * 2013-06-04 2013-09-04 中国人民解放军总后勤部军事交通运输研究所 Auxiliary device for double anchor counter-pulling positioning of shoal-water floating body

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