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JPS6319644B2 - - Google Patents
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JPS6319644B2 - - Google Patents

Info

Publication number
JPS6319644B2
JPS6319644B2 JP6550783A JP6550783A JPS6319644B2 JP S6319644 B2 JPS6319644 B2 JP S6319644B2 JP 6550783 A JP6550783 A JP 6550783A JP 6550783 A JP6550783 A JP 6550783A JP S6319644 B2 JPS6319644 B2 JP S6319644B2
Authority
JP
Japan
Prior art keywords
fender
berthing
pot
dart
energy
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
JP6550783A
Other languages
Japanese (ja)
Other versions
JPS59192114A (en
Inventor
Tooru Sawaragi
Masayoshi Kubo
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.)
Giken Kogyo Co Ltd
Original Assignee
Giken Kogyo 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 Giken Kogyo Co Ltd filed Critical Giken Kogyo Co Ltd
Priority to JP6550783A priority Critical patent/JPS59192114A/en
Publication of JPS59192114A publication Critical patent/JPS59192114A/en
Publication of JPS6319644B2 publication Critical patent/JPS6319644B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E02B3/24Mooring posts

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Ocean & Marine Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Description

【発明の詳細な説明】 従来、船の接岸時におけるエネルギを吸収する
ため、フエンダが設置されているが、船の大型化
に伴つてばね常数の大きなフエンダが採用され、
これによつて船の接岸時のエネルギ吸収の機能は
充分に果せるが、接岸が終了して係留した場合を
想定すると、フエンダのばね常数と係留索のばね
常数との比は約100〜1000倍にも達し、これに伴
つて波浪が船に作用した場合の船体運動は非常に
大きくなる。また船舶の大型化に伴ない船体の接
岸エネルギも増大するが、ばね常数の大きいフエ
ンダのみでは、この接岸エネルギを吸収しようと
すると、係船岸壁や桟橋本体に大きな反力が働
き、岸壁等の強度も可成り必要となる。
[Detailed Description of the Invention] Traditionally, fenders have been installed to absorb energy when ships are berthing, but as ships have become larger, fenders with larger spring constants have been adopted.
This fully functions to absorb energy when the ship is berthed, but assuming that the ship is moored after berthing, the ratio of the spring constant of the fender to that of the mooring line is approximately 100 to 1000 times. When waves act on a ship, the ship's motion becomes extremely large. In addition, as ships become larger, the berthing energy of the ship also increases, but if a fender with a large spring constant attempts to absorb this berthing energy, a large reaction force will act on the mooring berth or pier itself, resulting in the strength of the berth, etc. is also quite necessary.

本発明はこのような問題点を解決するために提
案されたもので、浮体接岸部に配設されたフエン
ダにダツシユポツトを併設し、船体接岸時のエネ
ルギを前記フエンダのばね変位と、前記ダツシユ
ポツトの流体抵抗とによつて吸収するように構成
されたことを特徴とする浮体接岸装置に係るもの
である。
The present invention has been proposed in order to solve such problems, and a dart pot is attached to a fender provided at a floating body berthing part, and the energy when the ship berths is transferred to the spring displacement of the fender and the dart pot. The present invention relates to a floating body berthing device characterized in that it is configured to absorb fluid resistance.

本発明においては前記したように浮体接岸部に
配置される接岸装置がフエンダ及びダツシユポツ
トを併設して構成されているので、従来のように
フエンダのばね変位によつて浮体接岸時のエネル
ギを吸収するのみならず、ダツシユポツトの流体
抵抗によつて浮体接岸時のエネルギが吸収される
ので、フエンダのばね常数を小さくすることがで
き、岸壁に生じる最大反力を軽減しうる。
In the present invention, as described above, the berthing device disposed at the berth of the floating body is configured with a fender and a doss pot, so that the energy at the time of berthing of the floating body is absorbed by the spring displacement of the fender, as in the conventional case. In addition, the fluid resistance of the dart pot absorbs the energy when the floating body approaches the shore, so the spring constant of the fender can be reduced, and the maximum reaction force generated on the quay can be reduced.

以下本発明を図示の実施例について説明する。
第1図は本発明の概念図で、Kは船体Sの接岸個
所において岸壁Gに設置された一種のばねを構成
するフエンダで、緩衝装置を構成するダツシユポ
ツトDが並設されて船体の接岸装置が構成されて
いる。
The present invention will be described below with reference to the illustrated embodiments.
Fig. 1 is a conceptual diagram of the present invention, where K is a fender constituting a kind of spring installed on the quay G at the berthing point of the ship S, and a doss pot D constituting a shock absorbing device is installed in parallel to prevent the berthing device of the ship. is configured.

前記両者K,Dによつて船体Sの接岸エネルギ
を吸収することにより、フエンダKのばね常数を
小さくして、岸壁Gに生じる最大反力を軽減する
ものである。
By absorbing the berthing energy of the hull S by both K and D, the spring constant of the fender K is reduced, and the maximum reaction force generated on the quay G is reduced.

第2図は本発明の接岸装置の一実施例を示し、
岸壁1に設置されたフエンダ2のゴム等の伸縮部
材2aの周囲に複数のダツシユポツト3が配設さ
れている。
FIG. 2 shows an embodiment of the berthing device of the present invention,
A plurality of dart pots 3 are arranged around an elastic member 2a such as rubber of a fender 2 installed on a quay 1.

なお伸縮部材2aの中に大型のダツシユポツト
を配設してもよい。
Incidentally, a large-sized dart pot may be provided in the expandable member 2a.

第3図は横軸にフエンダと係留索のばね定数の
比を、縦軸にフエンダが船体の接岸時吸収すべき
吸収エネルギを示す図表である。
FIG. 3 is a chart in which the horizontal axis shows the ratio of the spring constants of the fender and the mooring line, and the vertical axis shows the absorbed energy that the fender should absorb when the ship approaches the shore.

第3図より明らかなように、接岸装置がフエン
ダのみより構成されている場合には、フエンダの
ばね常数によつて吸収エネルギ量は可成り変化し
ているが、これはフエンダのばね常数によつて船
体の附加質量が変化するためである。更にばね常
数を大きくすればフエンダの吸収エネルギは小さ
くなることにより、船の大型化に伴つて従来はフ
エンダのばね常数を大きくしていたことの理由が
明らかになる。
As is clear from Figure 3, when the berthing device consists of only fenders, the amount of absorbed energy changes considerably depending on the fender's spring constant; This is because the added mass of the hull changes accordingly. Furthermore, if the spring constant is increased, the absorbed energy of the fender becomes smaller, which explains why the spring constant of the fender was conventionally increased as ships became larger.

一方本発明におけるように、フエンダにダツシ
ユポツトを併設すると、ダツシユポツトの流体抵
抗によつても接岸エネルギは吸収されるので、第
3図の点線及び一点鎖線で示すように、フエンダ
の吸収エネルギは小さくて済む。そのためフエン
ダのばね常数を小さくしてもよいこととなる。
On the other hand, when a dart pot is attached to the fender as in the present invention, the berthing energy is also absorbed by the fluid resistance of the dart pot, so the absorbed energy of the fender is small, as shown by the dotted line and the dashed-dotted line in FIG. It's over. Therefore, the spring constant of the fender may be reduced.

なお第3図において、船体の接岸速度=1.94
cm/sec、=15cm/sec現地Kdはダツシユポツトの
減衰係数、2点鎖線はステルソン式によるフエン
ダの吸収エネルギ、実線はフエンダのみの場合を
示す。
In addition, in Figure 3, the berthing speed of the ship = 1.94
cm/sec, = 15 cm/sec The local Kd is the attenuation coefficient of the dart pot, the chain double-dashed line shows the absorbed energy of the fender according to the Stelson equation, and the solid line shows the case of only the fender.

第4図はフエンダの歪を表わす図表で、接岸速
度は第3図の場合と同一で、フエンダのみの場
合、(Kd=O)フエンダのみのばね常数Kの小
さいところでは当然のことながらフエンダの歪は
可成り大きいが、ダツシユポツトを併設すること
により、(Kd=0.041ton/s・m、Kd=
0.082ton/s・m)フエンダの歪も小さくなる。
このことはフエンダの小型化を可能にするという
利点がある。
Figure 4 is a chart showing the distortion of the fender. The distortion is quite large, but by installing a dart pot, (Kd=0.041ton/s・m, Kd=
0.082ton/s・m) Distortion of the fender is also reduced.
This has the advantage of allowing the fender to be made smaller.

第5図は接岸時に岸壁または船体に作用する最
大反力を示し、実線はフエンダのみの場合の最大
反力で、点線はフエンダとダツシユポツトの両者
を併用した場合の最大反力を示している。これよ
り岸壁に働く反力もダツシユポツト付きフエンダ
の方が小さいことが判る。このように岸壁に働く
最大反力を小さくできるならば、岸壁強度を従来
より小さくすることができる。なおこの際の接岸
速度は第3図及び第4図の場合と同一である。
Figure 5 shows the maximum reaction force that acts on the quay or the ship's hull when berthed.The solid line shows the maximum reaction force when only the fender is used, and the dotted line shows the maximum reaction force when both the fender and dashpot are used together. It can be seen from this that the reaction force acting on the quay is smaller with the fender with a dart pot. If the maximum reaction force acting on the quay wall can be reduced in this way, the strength of the quay wall can be made smaller than before. Note that the berthing speed at this time is the same as in the cases of FIGS. 3 and 4.

以上のことより明らかなように、ダツシユポツ
トとフエンダとを併設した接岸装置を使用して、
フエンダのばね常数を小さくすれば、接岸時に多
くの利点がある。
As is clear from the above, using a berthing device that includes a dart pot and a fender,
Reducing the spring constant of the fender has many advantages when berthing.

また接岸時だけでなく、船体の係留時の波浪に
よる運動においても、スウエーイング
(SWAYING)時におけるサブハーモニツクモー
シヨン、即ち係留索のばね定数がフエンダより小
でばねの非対称性が大きいので、固有周期よりも
小さい周期で共振し、大きい動揺が生起する現象
を著しく低減しうるものである。
In addition, not only when berthing, but also when the ship is moored, there is a subharmonic motion during swaying, in other words, the spring constant of the mooring line is smaller than that of the fender, and the asymmetry of the spring is large. This can significantly reduce the phenomenon in which large vibrations occur due to resonance at a period smaller than the natural period.

以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

第1図は本発明に係る浮体接岸装置の概念図、
第2図は本発明の一実施例を示す斜面図、第3図
は接岸時におけるフエンダの吸収エネルギを示す
図表、第4図は接岸時におけるフエンダの歪を示
す図表、第5図は接岸時に岸壁、浮体に働く最大
浮力の図表である。 2…フエンダ、3…ダツシユポツト。
FIG. 1 is a conceptual diagram of a floating berthing device according to the present invention,
Fig. 2 is a slope view showing an embodiment of the present invention, Fig. 3 is a chart showing the absorbed energy of the fender when berthing, Fig. 4 is a chart showing the distortion of the fender when berthing, and Fig. 5 is a chart showing the fender distortion when berthing. This is a chart of the maximum buoyant force acting on the quay and floating bodies. 2... Fuenda, 3... Datsushipot.

Claims (1)

【特許請求の範囲】[Claims] 1 浮体接岸部に配設されたフエンダにダツシユ
ポツトを併設し、船体接岸時のエネルギを前記フ
エンダのばね変位と、前記ダツシユポツトの流体
抵抗とによつて吸収するように構成されたことを
特徴とする浮体接岸装置。
1. A dart pot is attached to a fender provided at the berthing part of the floating body, and the energy when the ship berths is absorbed by the spring displacement of the fender and the fluid resistance of the dart pot. Floating berthing device.
JP6550783A 1983-04-15 1983-04-15 Pier-mooring device for floating body Granted JPS59192114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6550783A JPS59192114A (en) 1983-04-15 1983-04-15 Pier-mooring device for floating body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6550783A JPS59192114A (en) 1983-04-15 1983-04-15 Pier-mooring device for floating body

Publications (2)

Publication Number Publication Date
JPS59192114A JPS59192114A (en) 1984-10-31
JPS6319644B2 true JPS6319644B2 (en) 1988-04-23

Family

ID=13289045

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6550783A Granted JPS59192114A (en) 1983-04-15 1983-04-15 Pier-mooring device for floating body

Country Status (1)

Country Link
JP (1) JPS59192114A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5148721A (en) * 1990-03-12 1992-09-22 Mazda Motor Corporation Automatic fuzzy speed control system for vehicle

Also Published As

Publication number Publication date
JPS59192114A (en) 1984-10-31

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