JP2012131332A - Mooring system of small vessel corresponding to tsunami - Google Patents

Mooring system of small vessel corresponding to tsunami Download PDF

Info

Publication number
JP2012131332A
JP2012131332A JP2010284578A JP2010284578A JP2012131332A JP 2012131332 A JP2012131332 A JP 2012131332A JP 2010284578 A JP2010284578 A JP 2010284578A JP 2010284578 A JP2010284578 A JP 2010284578A JP 2012131332 A JP2012131332 A JP 2012131332A
Authority
JP
Japan
Prior art keywords
mooring
buffer
hull
tsunami
cable
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
JP2010284578A
Other languages
Japanese (ja)
Inventor
Masataka Nagano
正孝 長野
Yoshio Nishino
好生 西野
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.)
Tokyu Construction Co Ltd
Shibata Industrial Co Ltd
Original Assignee
Tokyu Construction Co Ltd
Shibata Industrial Co Ltd
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 Tokyu Construction Co Ltd, Shibata Industrial Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP2010284578A priority Critical patent/JP2012131332A/en
Publication of JP2012131332A publication Critical patent/JP2012131332A/en
Pending legal-status Critical Current

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a mooring system without breaking a mooring rope, allowing a hull to drift or damaging the other object when attacked by a tsunami.SOLUTION: A space between the hull 1 and a mooring wharf is connected with a cushioning rope 3 interposed by a cushioning material 32, and a space between the hull 1 and a marker buoy 4 is connected with a mooring rope 5, a space between the marker buoy 4 and a seabed chain 9 is connected with a cushioning rope 6 interposed by a cushioning material 62, and the other end of the seabed chain 9 is connected to a seabed block 7. Furthermore, a plurality of groups of the mooring systems of the small vessels are provided so as to share the seabed block 7 present between the adjoining systems.

Description

本発明は、津波の来襲時の安全性を考慮した小型船舶(以下「船舶」)の係留システムに関するものである。   The present invention relates to a mooring system for small vessels (hereinafter referred to as “ships”) in consideration of safety during a tsunami attack.

日本には漁船、遊漁船とプレジャーボート合わせて約100万隻ほどあり、そのうちの9割以上が5総トン未満の小型船舶と言われている。
これらの船舶の係留方法は、船首部分を係船岸に直角に向け、係船岸上の係船柱にロープでその船首部分だけを繋ぎとめる縦付け方法が一般的である。
あるいは図8に示すように、係船岸に余裕があって荷さばきをする場合一般的に船体bの舷側の前後の複数個所と係船岸上の桟橋aの複数の係船柱dにそれぞれ対応する形で係留索cで繋ぎとめる横着け方法を採用してきている。
いずれの係留方法も急激な海面の上昇、低下を伴う大きな津波が襲来した場合、衝撃的な大きな力が係留索に加わり、係留索が破断することが知られている。
その結果、船溜り、泊地など港内(以下港内)では多数の船舶が一挙に津浪とともに漂流を始める。
これが上げ潮時であると、船舶は波とともに互いに衝突しながら陸上に遡上し、住宅地や公共施設を襲う。
また引き潮時には座礁あるいは水路に打ち上げられながら外洋に潮とともに流され多大な損害を与えてきた。
There are about 1 million fishing boats, recreational fishing boats and pleasure boats in Japan, more than 90% of which are said to be small vessels with less than 5 gross tons.
As a mooring method for these ships, a vertical mounting method is generally used in which the bow portion is oriented at right angles to the mooring shore and only the bow portion is connected to the mooring pillar on the mooring shore with a rope.
Alternatively, as shown in FIG. 8, when the mooring berth has a margin and is unloaded, it is generally moored in a manner corresponding to a plurality of mooring pillars d of the pier a on the mooring shore and a plurality of locations on the berth side of the hull b. A side-mounting method has been adopted in which the cords are held together by a cable c.
In any of the mooring methods, it is known that when a large tsunami accompanied by a sudden rise and fall of the sea level strikes, a large shocking force is applied to the mooring line and the mooring line breaks.
As a result, a large number of ships start drifting with Tsunami at once in the harbor (hereinafter referred to as the harbor), such as a pool and anchorage.
When this is the rising tide, the ships will go up to the land while colliding with each other with waves, hitting residential areas and public facilities.
Also, at the time of tide, it was thrown into the open ocean along with the tide while being launched on the strands or waterways, causing a great deal of damage.

上記のような従来の船舶の係留システムの課題は、港内の急激な海面上昇もしくは低下によって船首もしくは舷側と係船柱が離れようとする力が係留索に衝撃力として働き、係留索が切断されるか、船の係留金具であるビットの破断がおき、続いてくる急速な潮の流れで漂流を始めることにあった。
しかし従来は津波の現象としての研究、船舶へ働く外力の研究は行われてきたものの、現実に即した係留システムの開発が遅れており、特許文献を調査しても見つけることができない状態である。
The problem with the conventional ship mooring system as described above is that the force to separate the mooring column from the bow or the berth side acts as an impact force on the mooring line due to the sudden rise or fall of the sea level in the port, and the mooring line is cut Or the bit that was the mooring bracket of the ship broke, and the drifting was to start with the rapid tide that followed.
However, although research on tsunami phenomena and research on external forces acting on ships have been conducted in the past, development of mooring systems based on reality has been delayed, and it is not possible to find them even by investigating patent literature .

上記のような課題を解決するために本発明の小型船舶の係留システムは、津波対策のために、船体と係船岸の間、および船体と海底のブロックの間を、緩衝材を介在させた緩衝索で連結して構成したことを特徴とする。
さらに本発明の小型船舶の係留システムは、津波対策のために、船体と係船岸の間を、緩衝材を介在させた緩衝索で連結し、船体とマーカーブイの間を、係留索で連結し、マーカーブイと海底のブロックの間を、緩衝材を介在させた緩衝索とで連結して構成したことを特徴とする。
さらに本発明の小型船舶の係留システムは、津波対策のために、船体と係船岸の間を、緩衝材を介在させた緩衝索で連結し、船体とマーカーブイの間を、係留索で連結し、マーカーブイと海底のチェーンの間を緩衝材を介在させた緩衝索とで連結し、チェーンの他端はブロックに連結して構成したことを特徴とする。
さらに本発明の小型船舶の係留システムは、上記の小型船舶の係留システムを複数組設置し、隣接するシステムの間に存在する海底のブロックを共有するように構成したことを特徴とする。
In order to solve the above-described problems, a mooring system for a small vessel according to the present invention is provided with a buffering material between the hull and the mooring shore, and between the hull and the block on the seabed, in order to prevent tsunami. It is characterized by being connected with a rope.
Furthermore, the mooring system for a small vessel according to the present invention connects the hull and the mooring shore with a buffering rope with a cushioning material interposed therebetween, and connects the hull and the marker buoy with a mooring cable to prevent tsunami. The marker buoy and the submarine block are connected by a buffer cable with a buffer material interposed therebetween.
Furthermore, the mooring system for a small vessel according to the present invention connects the hull and the mooring shore with a buffering rope with a cushioning material interposed therebetween, and connects the hull and the marker buoy with a mooring cable to prevent tsunami. The marker buoy and the chain on the sea floor are connected by a buffer cable with a buffer material interposed therebetween, and the other end of the chain is connected to a block.
Further, a mooring system for a small vessel according to the present invention is characterized in that a plurality of sets of mooring systems for the above-mentioned small vessels are installed, and a submarine block existing between adjacent systems is shared.

本発明の小型船舶の係留システムは以上のようになるから次のような効果を得ることができる。
<1> 津波の最初の襲来によって海面が急激に変化し、衝撃力が係留索に働くが伸縮性のある緩衝索で衝撃張力の緩和と漂流エネルギーの吸収を行うことで係留索の破断を阻止する。津波の第二波、第三波が押し寄せるが同じように船舶の漂流を防止することができる。
<2> ブロックとチェーンを設置することで、その後に続く早い流れに抵抗できる。
<3> マ―カブイを設置することで、船から離れる時、乗船するときに、津波対策用の係留索の脱着が日常の習慣として容易にできる。
<4> 津波はときとして、想定以上の高い波が起き、ある時間を置いて数波繰り返し襲ってくる。最初の第一波、第二波で運悪く船が流出しても、予備の緩衝索を付ける、違うマ―カブイに着け直すことで被害を少なくできる。
<5> このシステムによって、津波による大量の船舶の喪失を防ぐとともに、港の背後の住宅や公的施設が漂流物による潜在的な破壊を受ける危険性を小さくできる。
Since the mooring system for a small vessel of the present invention is as described above, the following effects can be obtained.
<1> The sea surface changes rapidly due to the first tsunami attack, and the impact force acts on the mooring line, but the elastic buffering line relaxes the impact tension and absorbs drift energy to prevent the mooring line from breaking. To do. Although the second and third waves of the tsunami come close, the drift of the ship can be prevented in the same way.
<2> By installing blocks and chains, it is possible to resist the rapid flow that follows.
<3> By installing a marker buoy, it is possible to easily attach and detach mooring lines for tsunami countermeasures when leaving the ship or boarding the ship.
<4> Sometimes tsunamis are higher than expected and repeatedly hit several waves after a certain period of time. Even if a ship spills unfortunately in the first and second waves, damage can be reduced by attaching a spare buffer cable and reattaching to a different marker.
<5> With this system, it is possible to prevent the loss of a large number of ships due to tsunamis, and to reduce the risk of housing and public facilities behind the port being potentially destroyed by drifting objects.

本発明の船舶の係留システムの実施例の説明図。Explanatory drawing of the Example of the mooring system of the ship of this invention. 係留システムの他の実施例の説明図。Explanatory drawing of the other Example of a mooring system. 平常時の係船岸側面からの説明図。Explanatory drawing from the mooring shore side in normal times. 津波襲来時の係船岸側面からの説明図。Explanatory drawing from the mooring shore side at the time of the tsunami attack. 船舶漂流時の側面からの説明図。Explanatory drawing from the side at the time of ship drifting. 複数のシステムを平行に設置した状態の説明図。Explanatory drawing of the state which installed the some system in parallel. 複数のシステムの組み合わせの他の実施例の説明図。Explanatory drawing of the other Example of the combination of a some system. 従来の係留システムの実施例の説明図。Explanatory drawing of the Example of the conventional mooring system.

以下図面を参照にしながら本発明の好適な実施の形態を詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

<1>全体の構成。
本発明は5総トン未満の船舶を対象とし、係留索3、5、緩衝材32、62、マーカーブイ4、海側ブロック7などの技術を組み合わせて、津波の衝撃力、流圧力を科学的に克服する初めての係留システムである。
従来、船舶の揺れを防止するシステムなどの技術はあるが、津波時の小型船舶の被害を抑制するような技術は存在しない。
<1> Overall configuration.
The present invention targets ships of less than 5 gross tons, and combines the technologies of mooring lines 3, 5, buffer materials 32, 62, marker buoy 4, sea side block 7, etc. to scientifically determine the impact force and flow pressure of tsunami. This is the first mooring system to overcome.
Conventionally, there is a technology such as a system for preventing a ship from shaking, but there is no technology for suppressing the damage of a small ship during a tsunami.

<2>海側ブロック。
海側ブロック7とは船体1が流されないように海底に設置する錘である。
具体的にはコンクリート製造のブロックもしくは石などを詰めた袋で構成する。
このシステムでは、津浪の来襲時には、最初の衝撃力は船首側緩衝索3と船尾側緩衝索6の緩衝材で吸収するから、海側ブロック7は機能しない。
その後に、船体1に流圧力がかかると、それに対抗する抗力を生むのが海側ブロック7である。
海側ブロック7は、それ自体の重量と、さらに海底面との摩擦力によって抵抗する。
海側ブロック7は海底の土質によって引っ張る力、すなわち把駐力が、とくに砂と岩では対応が違うので、設置する前に現地でけん引実験を行い、材質、重量など考慮し設計することが望ましい。
<2> Sea side block.
The sea side block 7 is a weight installed on the sea floor so that the hull 1 is not washed away.
Specifically, it consists of a concrete block or a bag filled with stones.
In this system, the first impact force is absorbed by the buffer material of the bow side buffering cable 3 and the stern side buffering cable 6 at the time of the invasion of Tsunami, so the sea side block 7 does not function.
Thereafter, when a flow pressure is applied to the hull 1, it is the sea-side block 7 that generates a resistance against it.
The sea side block 7 resists by the weight of itself and also the frictional force with the sea bottom.
The sea side block 7 has a pulling force depending on the soil quality of the seabed, that is, the holding force is different for sand and rock, so it is desirable to conduct a tow experiment on site before installation and consider the material, weight, etc. .

<3>チェーン。
海側ブロック7と後述する船尾側緩衝索6の間はチェーン9で連結する。
すなわち一端をマーカーブイ4に連結した船尾側緩衝索6の他端を、チェーン9に連結して構成する。
そのチェーン9の他端は、前記した海側ブロック7に連結する。
その際に、図1に示すように、船尾側緩衝索6とチェーン9と海側ブロック7とを一直線状に連結する構成、あるいは図2に示すように、船尾側緩衝索6の端部を、チェーン9の中間に連結し、そのチェーン9の両端は海側ブロック7に連結する構成を採用することもできる。
<3> Chain.
A chain 9 connects between the sea side block 7 and the stern side buffer cable 6 described later.
That is, the other end of the stern side buffer cable 6 having one end connected to the marker buoy 4 is connected to the chain 9.
The other end of the chain 9 is connected to the sea block 7 described above.
At that time, as shown in FIG. 1, the stern side buffering cable 6, the chain 9 and the sea side block 7 are connected in a straight line, or as shown in FIG. It is also possible to adopt a configuration in which the both ends of the chain 9 are connected to the seaside block 7 in the middle of the chain 9.

<4>隣接するブロックの連結。
海側ブロック7は単独で海底に配置することもできるが、隣接する複数の海側ブロック7間をブロック間緩衝索8とチェーン9で連結することもできる。
このブロック間緩衝索8も、係留索の中間に緩衝材を介在させて構成し、船尾側緩衝索6とブロック間緩衝索8とを連結する。
すると、船尾側緩衝索6が一定の距離以上に伸長した場合に、ブロック間緩衝索8に引張力が作用して伸長することになる。
さらに船尾側緩衝索6は、海側ブロック7間を連結するチェーン9の中間に連結する。
すると、船尾側緩衝索6とブロック間緩衝索8が一定以上に伸長すると、チェーン9が引かれて抵抗として作用する。
さらにチェーン9がその限界まで引かれると、海側ブロック7を海底を移動させる力となって抵抗となる。
場合によっては、海側ブロック7が先に移動し、吊りあげられた後に、チェーン9が引かれるような寸法に構成することもできる。
<4> Connection of adjacent blocks.
Although the sea side block 7 can also be arrange | positioned independently on the seabed, between the adjacent sea side blocks 7 can also be connected with the interblock buffer cable 8 and the chain 9. FIG.
The inter-block buffer cable 8 is also configured by interposing a buffer material in the middle of the mooring cable, and connects the stern-side buffer cable 6 and the inter-block buffer cable 8.
Then, when the stern side buffering cable 6 extends more than a certain distance, a tensile force acts on the interblock buffering cable 8 to extend.
Further, the stern side buffer cable 6 is connected to the middle of the chain 9 connecting the sea side blocks 7.
Then, when the stern side buffer cable 6 and the inter-block buffer cable 8 extend beyond a certain level, the chain 9 is pulled and acts as a resistance.
Further, when the chain 9 is pulled to its limit, it becomes a force that moves the sea-side block 7 along the seabed and becomes resistance.
In some cases, it is possible to configure the size such that the chain 9 is pulled after the sea-side block 7 has moved first and lifted.

<5>係留索。
船体1とマーカーブイ4との間を船尾側係留索5で連結する。
この船尾側係留索5は、市販の繊維ロープ、鋼製ロープなど一般的な素材で構成する。
船舶の乗組員は、船を離れるときにその船尾側係留索5の端をマーカーブイ4に繋止するだけの慣習的な操作だけで簡単に津波対策が可能になる。
出港時には船岸にある係船柱2、マーカーブイ4に繋止しておいた係留索3.6を外して行う。
<5> Mooring line.
The hull 1 and the marker buoy 4 are connected by a stern mooring line 5.
The stern side mooring line 5 is made of a general material such as a commercially available fiber rope or steel rope.
A crew member of a ship can easily take measures against tsunamis only by a conventional operation of simply locking the end of the stern mooring cable 5 to the marker buoy 4 when leaving the ship.
When leaving the port, the mooring pole 3.6 and the mooring rope 3.6 anchored to the marker buoy 4 on the berth are removed.

<6>緩衝索。
本発明のシステムでは、船首側と係船柱2を連結する船首側緩衝索3、および船尾側と海側ブロック7を連結する船尾側緩衝索6を使用する。
各緩衝索3、6は、係留索の中間、あるいはその一端に緩衝材31、61を介在させて構成する。
介在させる緩衝材は、高い伸縮特性を備えた索または帯状の部材であり、高伸縮特性によって衝撃張力の緩和やエネルギーの吸収を行うものである。
その性能は、想定される津波の条件に基づいて決定し、船舶が津波によって漂流した場合のエネルギー吸収性能と漂流時に係留ロープに作用する最大張力について検討を行い、何れの条件にも対応可能な性能を有する機能とする。
<6> Buffer cable.
In the system of the present invention, a bow side buffer cable 3 that connects the bow side and the mooring column 2 and a stern side buffer cable 6 that connects the stern side and the sea side block 7 are used.
Each of the buffer cables 3 and 6 is configured by interposing buffer materials 31 and 61 in the middle of the mooring cable or at one end thereof.
The cushioning material to be interposed is a cord or belt-like member having high stretch characteristics, and relaxes impact tension and absorbs energy by high stretch characteristics.
The performance is determined based on the assumed tsunami conditions, and the energy absorption performance when the ship drifts due to the tsunami and the maximum tension that acts on the mooring rope during the drift are examined, and it is possible to cope with any condition. A function having performance.

<7>緩衝材の伸び。
津波の漂流エネルギーと緩衝材に作用する張力は次の式で算定される。

Figure 2012131332
A 漂流エネルギー
ここに、 E0 : 漂流エネルギー (t・m)
m : 船舶重量 (t)
' : 仮想重量 (t)
g : 重力加速度 (m/s2
0 : 漂流速度 (m/s)
ρ : 海水の単位体積重量 (t/m3
D : 喫水 (m)
B : 船幅 (m)
B 緩衝材に作用する最大張力
Figure 2012131332
ここに、 Tmax : 緩衝材に作用する最大張力 (kgf)
E : 緩衝材のヤング率 (kgf/cm2
a : 緩衝材の断面積 (cm2
l0 : 索長さ (cm)
鴫原良典・藤間功司・大久保暢之・中村雅博・坪田幸雄・三宅健一・斎藤正文「津波船舶係留索に働く張力について」2008.11 地域安全学会論文集No10
pp387-392 引用
以上の(1)〜(3)式によって算出されるエネルギーや張力に対応可能な緩衝材を採用するが、津波の大きなエネルギーを吸収して係留索に作用する衝撃張力を緩和するためには伸びの非常に大きい緩衝材が必要となる。
津波の衝撃を受ける緩衝材は4〜5倍伸びることが想定される。
大津波は繰り返し5〜6波襲来するので、緩衝材を構成する材料はゴム弾性体やスプリングなどの繰り返し大きく伸縮できる特性を備えた材料を用いることが望ましい。 <7> Elongation of cushioning material.
The tsunami drift energy and the tension acting on the buffer are calculated by the following formula.
Figure 2012131332
A Drifting energy
Where E 0 : Drifting energy (t · m)
m: Ship weight (t)
m : virtual weight (t)
g: Gravity acceleration (m / s 2 )
V 0 : Drifting speed (m / s)
ρ: Unit volume weight of seawater (t / m 3 )
D: draft (m)
B: Ship width (m)
B Maximum tension acting on cushioning material
Figure 2012131332
Where, T max : Maximum tension acting on the cushioning material (kgf)
E: Young's modulus of cushioning material (kgf / cm 2 )
a: Cross-sectional area of cushioning material (cm 2 )
l 0 : Cable length (cm)
Yoshinori Sugawara, Koji Fujima, Yasuyuki Okubo, Masahiro Nakamura, Yukio Tsubota, Kenichi Miyake, Masafumi Saito “Tensions Working on Tsunami Ship Mooring Lines” 2008.11 Proc.
pp387-392 Citation A buffer material that can handle the energy and tension calculated by the above formulas (1) to (3) is adopted, but it absorbs the large energy of the tsunami and reduces the impact tension acting on the mooring line. For this purpose, a buffer material having a very large elongation is required.
It is assumed that the shock absorbing material that receives the impact of the tsunami extends 4 to 5 times.
Since a large tsunami repeatedly attacks 5 to 6 waves, it is desirable to use a material having a characteristic capable of repeatedly expanding and contracting repeatedly, such as a rubber elastic body or a spring, as a material constituting the buffer material.

<8>マーカーブイ。
マーカーブイは、水面に設置するブイである。
このマーカーブイによって、船尾から海中の海側ブロックと係留索を含む緩衝索の着脱を船尾から容易にすることができる。
マーカーブイは、夜間など緊急着脱を考えれば蛍光や蓄光もしくは自発光装置を備えるなどの夜間の視認性を高めたブイが望まれる。
<8> Marker buoy.
A marker buoy is a buoy installed on the water surface.
With this marker buoy, it is possible to easily attach and detach the buffer cable including the sea side block and the mooring cable in the sea from the stern.
As for the marker buoy, a buoy with improved visibility at night such as fluorescence, phosphorescence or a self-light emitting device is desired considering emergency detachment such as at night.

<9>複数の組み合わせ。
本発明では上記した係留システムを複数配置し、それを海底で結びあうことで海側ブロック7や、ブロック間緩衝索8を共有させることができる。
その際に、図6に示すように、各船尾側緩衝索6の端部を直接海側ブロック7に連結し、隣接する海側ブロック7の間はブロック間緩衝索8で連結して複数の組み合わせを採用することができる。
あるいは図7に示すように、各船尾側緩衝索6の端部を、ブロック間緩衝索8に連結し、隣接する海側ブロック7の間はブロック間緩衝索8とチェーン9で連結する組み合わせを採用することもできる。
このように複数の組み合わせを採用する結果、ネット状に隣接する船舶と外力が分散でき、港内全体の船舶の安全性を担保できる。
<9> Multiple combinations.
In the present invention, a plurality of the mooring systems described above are arranged, and the seaside block 7 and the inter-block buffer cable 8 can be shared by connecting them at the seabed.
At that time, as shown in FIG. 6, the ends of the stern side buffer cables 6 are directly connected to the sea side block 7, and the adjacent sea side blocks 7 are connected to each other by an inter block buffer cable 8. Combinations can be employed.
Alternatively, as shown in FIG. 7, the combination of connecting the ends of the stern side buffer cables 6 to the interblock buffer cables 8 and connecting the adjacent sea side blocks 7 with the interblock buffer cables 8 and the chains 9. It can also be adopted.
As a result of adopting a plurality of combinations in this way, it is possible to disperse the external force with the ship adjacent to the net shape, and to ensure the safety of the ship in the entire port.

<10>船舶の挙動の説明。
次に津波来襲時の本発明のシステムによる船舶挙動について説明する。
<10> Explanation of ship behavior.
Next, the ship behavior by the system of the present invention at the time of the tsunami attack will be described.

<11>平常時。
平常時には船体1は通常の係留ロープとともに津波対策用の緩衝索3、6で係船柱2とマーカーブイ4に繋がれた状態にある。
<11> Normal.
At normal times, the hull 1 is connected to the mooring column 2 and the marker buoy 4 by the buffer ropes 3 and 6 for tsunami countermeasures together with the normal mooring rope.

<12>津波第一波の到来
大津波の第一波は海面が急激に上昇するケースと海底が見えるまで潮が引いてゆく二つのケースがある。
前者の場合、船体1が波によって持ち上げられるが、係船柱2と船体1を繋いでいた長さ数十センチから1m程度の船首側緩衝索3の緩衝索32が数m伸びることで、船体1の漂流エネルギーを吸収して係留索31に作用する張力を小さくでき、係留索31の破断とそれに続く船体1の漂流を止めることができる。
引き波の場合、船体1は沖に流されようとして岸から離れ、港の海底が見える状態になるが、船首側緩衝索3は前述の海面が上昇する場合と同様の機能によって、切れることなく船体1は係船柱2に繋がれた状態でかく坐していることになる。
これが、もし緩衝材32が存在しない場合には、津波による衝撃的な張力が係留ロープに作用するために係留ロープが破断することになる。
<12> Arrival of the first tsunami wave There are two cases of the first tsunami wave, when the sea level rises rapidly and when the tide is drawn until the seabed is visible.
In the former case, the hull 1 is lifted by waves, but the buffer line 32 of the bow side buffer line 3 having a length of several tens of centimeters to about 1 m that connects the mooring column 2 and the hull 1 is extended by several meters. Therefore, the tension acting on the mooring line 31 can be reduced, and the breakage of the mooring line 31 and the subsequent drifting of the hull 1 can be stopped.
In the case of a pulling wave, the hull 1 leaves the shore so that it can be swept offshore, and the seabed of the port can be seen, but the bow side buffer rope 3 is not cut off by the same function as the above-mentioned sea level rise. The hull 1 is thus sitting in a state of being connected to the mooring column 2.
If the cushioning material 32 is not present, the mooring rope will break because the shocking tension due to the tsunami acts on the mooring rope.

<13>津波の大きな早い潮の流れの状態。
津波によって海面が更なる上昇と早い流れが続くと船尾側緩衝索6の緩衝索62の伸びは限界に達する。
しかし次の段階で海底のチェーン9が引かれて荷重となり、さらにアンカーとしての海側ブロック7がその把駐力によって抵抗しながら移動することで、船体1の漂流を抑えることになる。
ここに把駐力とは、海底の錨やブロックが海底で引っ張られたときに抵抗する力のことである。
<13> A state of a large tsunami and a fast tide.
When the sea level rises further and the flow continues rapidly due to the tsunami, the extension of the buffer cable 62 of the stern side buffer cable 6 reaches the limit.
However, in the next stage, the chain 9 on the seabed is pulled and becomes a load, and further, the sea side block 7 as an anchor moves while resisting by its holding force, thereby suppressing the drift of the hull 1.
The gripping force here refers to the force that resists when a seabed ridge or block is pulled on the seabed.

<14>第二波、第三波と繰り返しの襲来と船体の位置補正。
第一波の海面の上昇が終わり、平常時の水位に戻り、第二波の襲来までの時間で伸びていた各部材は収縮して元の長さに戻り、船体1は安定した姿勢でその位置を復元できる。
<14> Second wave, third wave, repeated attack and hull position correction.
The rise of the sea level of the first wave is over, it returns to the normal water level, each member that has been stretched in the time until the second wave strikes contracts back to its original length, and the hull 1 is in a stable posture The position can be restored.

1:船体
2:係船柱
3:船首側緩衝索
4:マーカーブイ
5:船尾側係留索
6:船尾側緩衝索
7:海側ブロック
8:ブロック間緩衝索
9:チェーン
1: Hull 2: Mooring column 3: Bow side buffer cable 4: Marker buoy 5: Stern side mooring cable 6: Stern side buffer cable 7: Sea side block 8: Interblock buffer cable 9: Chain

Claims (4)

津波対策のために、
船体と係船岸の間、および船体と海底のブロックの間を、
緩衝材を介在させた緩衝索で連結して構成した、
小型船舶の係留システム。
For measures against tsunami,
Between the hull and the mooring shore, and between the hull and the block on the sea floor,
Constructed by connecting with a buffer cable interposing a buffer material,
Mooring system for small vessels.
津波対策のために、
船体と係船岸の間を、緩衝材を介在させた緩衝索で連結し、
船体とマーカーブイの間を、係留索で連結し、
マーカーブイと海底のブロックの間を、緩衝材を介在させた緩衝索とで連結して構成した、
小型船舶の係留システム。
For measures against tsunami,
The hull and the mooring berth are connected by a buffer cable with a buffer material interposed between them,
Connect the hull and the marker buoy with a mooring line,
Between the marker buoy and the block on the sea floor, connected with a buffer cable interposing a buffer material,
Mooring system for small vessels.
津波対策のために、
船体と係船岸の間を、緩衝材を介在させた緩衝索で連結し、
船体とマーカーブイの間を、係留索で連結し、
マーカーブイと海底のチェーンの間を緩衝材を介在させた緩衝索とで連結し、
チェーンの他端はブロックに連結して構成した、
小型船舶の係留システム。
For measures against tsunami,
The hull and the mooring berth are connected by a buffer cable with a buffer material interposed between them,
Connect the hull and the marker buoy with a mooring line,
The marker buoy and the chain on the sea floor are connected with a buffer cable with a buffer material interposed between them,
The other end of the chain is connected to the block.
Mooring system for small vessels.
請求項1記載の請求項1〜3に記載の小型船舶の係留システムを複数組設置し、
隣接するシステムの間に存在する海底のブロックを共有するように構成した、
小型船舶の係留システム。
A plurality of mooring systems for small vessels according to claims 1 to 3 according to claim 1 are installed,
Configured to share submarine blocks that exist between adjacent systems,
Mooring system for small vessels.
JP2010284578A 2010-12-21 2010-12-21 Mooring system of small vessel corresponding to tsunami Pending JP2012131332A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010284578A JP2012131332A (en) 2010-12-21 2010-12-21 Mooring system of small vessel corresponding to tsunami

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010284578A JP2012131332A (en) 2010-12-21 2010-12-21 Mooring system of small vessel corresponding to tsunami

Publications (1)

Publication Number Publication Date
JP2012131332A true JP2012131332A (en) 2012-07-12

Family

ID=46647470

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010284578A Pending JP2012131332A (en) 2010-12-21 2010-12-21 Mooring system of small vessel corresponding to tsunami

Country Status (1)

Country Link
JP (1) JP2012131332A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013028253A (en) * 2011-07-28 2013-02-07 Tokyu Construction Co Ltd Drift suppression system of ship, container and timber block
CN103407552A (en) * 2013-08-13 2013-11-27 青岛迪玛尔海洋工程有限公司 Counterweight anchor chain of single point mooring system
US9085865B2 (en) 2012-12-21 2015-07-21 Kaichiro Kamei Wave dissipating device
US9553239B2 (en) 2013-02-25 2017-01-24 Rohm Co., Ltd. Light emitting device and light emitting device package
CN109131750A (en) * 2018-09-12 2019-01-04 中国船舶重工集团公司第七0五研究所 A kind of buoy hangs buffer gear and lays method
CN113044165A (en) * 2019-12-29 2021-06-29 盐城神力制绳有限公司 Ship mooring rope
CN113937708A (en) * 2021-09-30 2022-01-14 浙江舟山海洋输电研究院有限公司 Submarine cable anchor damage prevention device with protection plate and working method thereof
CN115009429A (en) * 2022-06-23 2022-09-06 广州睿海海洋科技有限公司 Device and method for quickly separating offshore monitoring buoy from anchoring system
KR20220144279A (en) * 2021-04-19 2022-10-26 김승진 Buoy Anchor and Anchoring System having the same

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8011A (en) * 1851-04-01 Improvement in blasti ng rocks
JPS55163296U (en) * 1979-05-14 1980-11-22
JPS6149008A (en) * 1984-08-17 1986-03-10 Ishikawajima Harima Heavy Ind Co Ltd Mooring of floating type structure
JPH01127481A (en) * 1987-11-12 1989-05-19 Giken Kogyo Kk Buoy mooring device
JPH0299488A (en) * 1988-10-05 1990-04-11 Mitsubishi Heavy Ind Ltd Floating body mooring device
JPH04123793U (en) * 1991-04-19 1992-11-10 株式会社アサヒ Anchor type ship fixed structure
US5524566A (en) * 1994-09-19 1996-06-11 Rapa; Paul J. Dock line shock absorber
JPH09254869A (en) * 1996-03-21 1997-09-30 Sumitomo Rubber Ind Ltd Mooring damper device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8011A (en) * 1851-04-01 Improvement in blasti ng rocks
JPS55163296U (en) * 1979-05-14 1980-11-22
JPS6149008A (en) * 1984-08-17 1986-03-10 Ishikawajima Harima Heavy Ind Co Ltd Mooring of floating type structure
JPH01127481A (en) * 1987-11-12 1989-05-19 Giken Kogyo Kk Buoy mooring device
JPH0299488A (en) * 1988-10-05 1990-04-11 Mitsubishi Heavy Ind Ltd Floating body mooring device
JPH04123793U (en) * 1991-04-19 1992-11-10 株式会社アサヒ Anchor type ship fixed structure
US5524566A (en) * 1994-09-19 1996-06-11 Rapa; Paul J. Dock line shock absorber
JPH09254869A (en) * 1996-03-21 1997-09-30 Sumitomo Rubber Ind Ltd Mooring damper device

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013028253A (en) * 2011-07-28 2013-02-07 Tokyu Construction Co Ltd Drift suppression system of ship, container and timber block
US9085865B2 (en) 2012-12-21 2015-07-21 Kaichiro Kamei Wave dissipating device
US9553239B2 (en) 2013-02-25 2017-01-24 Rohm Co., Ltd. Light emitting device and light emitting device package
CN103407552A (en) * 2013-08-13 2013-11-27 青岛迪玛尔海洋工程有限公司 Counterweight anchor chain of single point mooring system
CN109131750A (en) * 2018-09-12 2019-01-04 中国船舶重工集团公司第七0五研究所 A kind of buoy hangs buffer gear and lays method
CN113044165A (en) * 2019-12-29 2021-06-29 盐城神力制绳有限公司 Ship mooring rope
CN113044165B (en) * 2019-12-29 2024-04-02 盐城神力制绳有限公司 Ship cable
KR20220144279A (en) * 2021-04-19 2022-10-26 김승진 Buoy Anchor and Anchoring System having the same
KR102478023B1 (en) 2021-04-19 2022-12-15 김승진 Buoy Anchor
CN113937708A (en) * 2021-09-30 2022-01-14 浙江舟山海洋输电研究院有限公司 Submarine cable anchor damage prevention device with protection plate and working method thereof
CN113937708B (en) * 2021-09-30 2022-11-11 浙江舟山海洋输电研究院有限公司 Submarine cable anchor damage prevention device with protection plate and working method thereof
CN115009429A (en) * 2022-06-23 2022-09-06 广州睿海海洋科技有限公司 Device and method for quickly separating offshore monitoring buoy from anchoring system

Similar Documents

Publication Publication Date Title
JP2012131332A (en) Mooring system of small vessel corresponding to tsunami
US7744313B2 (en) Fixed security barrier
CN2895522Y (en) Anti-collision inteception facility
US6681709B1 (en) Port security barrier system
US7651299B2 (en) Anchoring cable with new structure and materials to buffer stress and restore elasticity
CA2798391C (en) Subsea noise mitigation systems and methods
JP5345727B1 (en) Wave absorber
US7575396B2 (en) Wave attenuation system
US10378862B2 (en) Security and debris barrier
CN103708002A (en) Mooring system with submerged buoys and pulleys
CN114207218A (en) Floating breakwater structure
CN103835262A (en) Floating foundation overhead ship arresting facility with reliable dragging energy dissipation
CN102383399A (en) Elevated dragging energy eliminating type ship blocking system
CN203332359U (en) Overwater impact prevention fence
CN214939859U (en) Novel material floating foundation is stepped to walk anchor energy dissipation boats and ships interception facility
NO792122L (en) COLLISION PROTECTION.
CN108755574A (en) A kind of fast demountable type flexible and floating type breakwater
JP5969178B2 (en) Drift suppression system for ships, containers and timber blocks
CN103352419B (en) Bridge pier fence netting of cross-sea bridge
US10294620B1 (en) Wave-energy absorption system
CN101736688B (en) Combined type buoyancy anticollision device for bridge with steel arm
KR101094520B1 (en) Floating breakwater
EP1461243B1 (en) Impact protection system
CN203332358U (en) Overwater impact-resisting fence
KR20230061059A (en) Shore protection with movable covering

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20131126

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20140520

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20140522

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140704

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20141111

RD13 Notification of appointment of power of sub attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7433

Effective date: 20150115

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150127

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20150116

RD15 Notification of revocation of power of sub attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7435

Effective date: 20150909