JPS6319371Y2 - - Google Patents

Info

Publication number
JPS6319371Y2
JPS6319371Y2 JP1983133506U JP13350683U JPS6319371Y2 JP S6319371 Y2 JPS6319371 Y2 JP S6319371Y2 JP 1983133506 U JP1983133506 U JP 1983133506U JP 13350683 U JP13350683 U JP 13350683U JP S6319371 Y2 JPS6319371 Y2 JP S6319371Y2
Authority
JP
Japan
Prior art keywords
fender
main body
tide level
floating
fender main
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
JP1983133506U
Other languages
Japanese (ja)
Other versions
JPS6045729U (en
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 filed Critical
Priority to JP1983133506U priority Critical patent/JPS6045729U/en
Publication of JPS6045729U publication Critical patent/JPS6045729U/en
Application granted granted Critical
Publication of JPS6319371Y2 publication Critical patent/JPS6319371Y2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 本考案は浮遊式防舷装置に関し、さらに詳しく
は、橋脚や岸壁等構造物に船舶が接舷した際、そ
の接舷エネルギーを吸収し、船舶の損傷を防止す
ると共に、構造物を保護する浮遊式防舷装置の改
良に関するものである。
[Detailed description of the invention] The present invention relates to a floating fender device, and more specifically, when a ship comes alongside a structure such as a pier or quay, it absorbs the energy of coming alongside and prevents damage to the ship. , relates to improvements in floating fenders for protecting structures.

従来この種浮遊式防舷装置Fは一般に、第1図
及び第2図に示すように、空気式防舷材やフオー
ム式防舷材のように浮力を有する防舷材本体A
を、この防舷材本体Aに直接、あるいはチエンネ
ツト(図示しない)を介して取り付けられたガイ
チエーン等係留具Kにより前記構造物Gに係留し
て構成されており、この構造物Gに船舶が接舷し
た際、その接舷エネルギーを吸収し、船舶の損傷
を防止する一方、構造物Gを保護し得るようにな
つている。
Conventionally, this type of floating fender F generally has a fender main body A having buoyancy, such as an air fender or a foam fender, as shown in FIGS. 1 and 2.
is moored to the structure G by a mooring device K such as a chain attached directly to the fender main body A or via a chain (not shown), and the ship is moored to the structure G. When the vessel comes alongside, it absorbs the energy of coming alongside, thereby preventing damage to the vessel and protecting the structure G.

ところが、上述したような構造の従来の浮遊式
防舷装置Fにおいて係留具Kの長さは、防舷材本
体Aが潮位の変動に追従して上下動し得るよう最
高潮位及び最低潮位に合せて長くしてある。
However, in the conventional floating fender F having the above-described structure, the length of the mooring device K is adjusted to the highest and lowest tide levels so that the fender main body A can move up and down following fluctuations in the tide level. It has been made longer.

従つて、潮位が通常の潮位すなわち最高潮位と
最低潮位との中間潮位である場合、どうしても、
第1図bに示すように、防舷材本体Aと構造物G
との間にゆるみ(隙間)が発生する。この結果、
潮流(水流)や風波の影響で、防舷材本体Aが横
移動したり、あるいは悪天候時等に打ち寄せる波
により防舷材本体Aが構造物Gに繰り返し打ち付
けられて、早期に損傷する等問題があるのが現状
である。
Therefore, if the tide level is the normal tide level, that is, the middle tide level between the highest and lowest tide levels, it is inevitable that
As shown in Figure 1b, the fender main body A and the structure G
Looseness (gap) will occur between the two. As a result,
Problems such as the fender body A moving sideways due to the effects of tidal currents (water currents) and wind and waves, or the fender body A being repeatedly struck against the structure G by waves crashing during bad weather, resulting in early damage. The current situation is that there is.

本考案は上述した各問題点を解消すべく検討の
結果、導かれたものである。
The present invention was developed as a result of studies to solve the above-mentioned problems.

従つて本考案の目的は、防舷材本体を潮位の変
動に追従せしめ得るのは勿論、防舷材本体を常時
橋脚や岸壁等構造物の表面に当接し得る優れた浮
遊式防舷装置を提供することにある。
Therefore, the purpose of the present invention is to provide an excellent floating fender device that not only allows the fender body to follow changes in the tide level, but also allows the fender body to be in constant contact with the surface of structures such as bridge piers and quays. It is about providing.

すなわち本考案は、浮力を有する防舷材本体
と、この防舷材本体を橋脚や岸壁等構造物に係留
する係留具とからなり、この係留具に、前記防舷
材本体を常時前記構造物側に牽引する重錘を設け
たことを特徴とする浮遊式防舷装置を、その要旨
とするものである。
That is, the present invention consists of a fender main body having buoyancy and a mooring device for mooring the fender main body to a structure such as a bridge pier or a quay. Its gist is a floating fender system characterized by a weight that is towed on the side.

以下本考案を実施例により図面を参照しつつ具
体的に説明する。
Hereinafter, the present invention will be explained in detail by way of examples with reference to the drawings.

第3図〜第5図は本考案の実施例からなる浮遊
式防舷装置を示し、第3図a〜cはそれぞれ本浮
遊式防舷装置を橋脚すなわち構造物の接舷側に係
留せしめた状態を示す側面視説明図で、aは潮位
が最高潮位の状態、bは通常の潮位すなわち最高
潮位と最低潮位との中間潮位の状態、cは潮位が
最低潮位の状態をそれぞれ示し、第4図は同上平
面視説明図、第5図は他の実施例からなる浮遊式
防舷装置を橋脚すなわち構造物の接舷側に係留せ
しめた状態を示す側面視説明図である。
Figures 3 to 5 show a floating fender according to an embodiment of the present invention, and Figures 3a to 3c show the floating fender in a state moored to the side of a bridge pier, that is, a structure, respectively. Fig. 4 is a side view explanatory diagram showing a state in which the tide level is at the highest level, b shows a state in which the tide level is the normal tide level, that is, an intermediate tide level between the highest tide level and the lowest tide level, and c shows a state in which the tide level is at the lowest tide level. FIG. 5 is an explanatory plan view of the same as above, and FIG. 5 is an explanatory side view showing a state in which a floating fender according to another embodiment is moored to a bridge pier, that is, a side side of a structure.

図においてEは本考案の実施例からなる浮遊式
防舷装置であつて、浮力を有する防舷材本体10
と、この防舷材本体10を橋脚や岸壁等構造物G
に係留する係留具20とからなり、この係留具2
0に、前記防舷材本体10を常時前記構造物G側
に牽引する重錘30を設けることにより構成され
ている。
In the figure, E is a floating fender device consisting of an embodiment of the present invention, and a fender main body 10 having buoyancy.
Then, this fender main body 10 is attached to a structure G such as a bridge pier or a quay.
This mooring tool 2 consists of a mooring tool 20 that is moored to
0 is provided with a weight 30 that constantly pulls the fender main body 10 toward the structure G.

さらにこの構造を説明すると、前記防舷材本体
10は、補強層(図示しない)を埋設したゴム状
弾性体を図示の如く縦長の中空体に(俵型)形成
し、本実施例においては内部に空気を封入するこ
とにより構成されており、この左右両側の鏡部1
0a及び10bの中央部には、係留具取付部11
が設けられている。
To further explain this structure, the fender main body 10 is formed of a rubber-like elastic body in which a reinforcing layer (not shown) is embedded into a vertically elongated hollow body (bale shape) as shown in the figure. It is constructed by filling air into the mirror parts 1 on both the left and right sides.
At the center of 0a and 10b, there is a mooring tool attachment part 11.
is provided.

そして本実施例において上記係留具取付部11
は、前記各鏡部10a及び10bの中央部に一体
的に取り付けられた口金プレート11aと、この
各口金プレート11aに突設されたU型フツク1
1bとから構成されており、この各U型フツク1
1bに、基部20aを、前記構造物Gに埋設され
ているアンカーGaに取り付けた係留具20、す
なわちガイチエーンの先端部20bをシヤツクル
40を介して取り付けてある。
In this embodiment, the mooring device attachment portion 11
The base plate 11a is integrally attached to the center of each of the mirror portions 10a and 10b, and the U-shaped hook 1 is protruded from each base plate 11a.
1b, each U-shaped hook 1
1b, a mooring device 20 whose base 20a is attached to an anchor Ga embedded in the structure G, that is, a distal end portion 20b of a chain is attached via a shackle 40.

重錘30は、第3図及び第4図に示す第1実施
例において、図示の如く、係留具20の中間部に
取り付けられており、前記防舷材本体10を常時
前記構造物G側に牽引し、防舷材本体10を潮位
の変動に追従せしめると共に、防舷材本体10を
常時橋脚や岸壁等構造物Gの表面に当接し得るよ
うにしてある。
In the first embodiment shown in FIGS. 3 and 4, the weight 30 is attached to the intermediate portion of the mooring device 20 as shown in the drawings, and keeps the fender body 10 always on the structure G side. The fender main body 10 is towed so as to follow the fluctuations in the tide level, and the fender main body 10 is always in contact with the surface of a structure G such as a pier or a quay.

また第5図に示す第2実施例において上述した
重錘30は、図示の如く、前記構造物Gに回転可
能に軸支した滑車Gb(前述したアンカーGaでも
良い)に懸垂した係留具20の自由端に取り付け
られており、前記防舷材本体10を常時前記構造
物G側に牽引し、防舷材本体10を潮位の変動に
追従せしめると共に、防舷材本体10を常時橋脚
や岸壁等構造物Gの表面に当接し得るようにして
ある。
Further, in the second embodiment shown in FIG. 5, the above-mentioned weight 30 is attached to a mooring tool 20 suspended from a pulley Gb (the anchor Ga described above may also be used) rotatably supported on the structure G, as shown in the figure. It is attached to the free end, and constantly pulls the fender main body 10 toward the structure G side to make the fender main body 10 follow the fluctuations of the tide level. It is arranged so that it can come into contact with the surface of the structure G.

なお図中50は、前記係留具20すなわちガイ
チエーンに装着したゴムスリーブで、前述した防
舷材本体10が波浪等によつて動揺し、係留具2
0が構造物Gとこすれて摩耗するのを防止し得る
ようになつている。
Reference numeral 50 in the figure is a rubber sleeve attached to the mooring device 20, that is, the chain, and when the fender main body 10 is shaken by waves etc.
0 can be prevented from rubbing against the structure G and being worn out.

本考案は上述したように、浮力を有する防舷材
本体と、この防舷材本体を橋脚や岸壁等構造物に
係留する係留具とからなり、この係留具に、前記
防舷材本体を常時前記構造物側に牽引する重錘を
設けたから、防舷材本体を潮位の変動に追従せし
め得るのは勿論、防舷材本体を常時橋脚や岸壁等
構造物の表面に当接することができる。従つて、
潮流(水流)や風波の影響で、防舷材本体が横移
動するのを防止することができ、しかも悪天候等
に打ち寄せる波により、防舷材本体が構造物に繰
り返し打ち付けられるのを阻止することができ、
防舷材本体が早期に損傷するのを防止することが
できる。
As mentioned above, the present invention consists of a fender main body having buoyancy and a mooring tool for mooring the fender main body to a structure such as a bridge pier or a quay. Since the weight to be pulled toward the structure is provided, not only can the fender main body follow changes in the tide level, but also the fender main body can always be in contact with the surface of structures such as bridge piers and quays. Therefore,
To prevent the fender body from moving laterally due to the influence of tides (water currents) and wind and waves, and to prevent the fender body from being repeatedly struck against the structure by waves crashing in bad weather. is possible,
It is possible to prevent the fender main body from being damaged at an early stage.

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

第1図及び第2図は従来の浮遊式防舷装置を示
し、第1図a〜cはこれを橋脚すなわち構造物の
接舷側に係留せしめた状態を示す側面視説明図
で、aは潮位が最高潮位の状態、bは通常の潮位
すなわち最高潮位と最低潮位との中間潮位の状
態、cは潮位が最低潮位の状態をそれぞれ示し、
第2図は同上平面視説明図である。また第3図〜
第5図は本考案の実施例からなる浮遊式防舷装置
を示し、第3図a〜cはそれぞれ本浮遊式防舷装
置を橋脚すなわち構造物の接舷側に係留せしめた
状態を示す側面視説明図で、aは潮位が最高潮位
の状態、bは通常の潮位すなわち最高潮位と最低
潮位との中間潮位の状態、cは潮位が最低潮位の
状態をそれぞれ示し、第4図は同上平面視説明
図、第5図は他の実施例からなる浮遊式防舷装置
を橋脚すなわち構造物の接舷側に係留せしめた状
態を示す側面視説明図である。 10……防舷材本体、20……係留具、30…
…重錘、G……構造物。
Figures 1 and 2 show a conventional floating fender, and Figures 1a to 1c are side views showing the state in which it is moored to the side of a pier, that is, a structure, and a is a tidal level. b indicates the state of the highest tide level, b indicates the state of the normal tide level, that is, the intermediate tide level between the highest and lowest tide levels, and c indicates the state of the lowest tide level, respectively.
FIG. 2 is an explanatory plan view of the same. Also, Figure 3~
FIG. 5 shows a floating fender according to an embodiment of the present invention, and FIGS. 3 a to 3 c are side views showing the floating fender in a state where the floating fender is moored to the side of a bridge pier, that is, a structure, respectively. In the explanatory drawings, a shows the state where the tide level is the highest, b shows the normal tide level, that is, an intermediate tide level between the highest tide level and the lowest tide level, and c shows the state where the tide level is the lowest tide level. Explanatory drawing, FIG. 5 is a side view explanatory view showing a state in which a floating fender according to another embodiment is moored to a bridge pier, that is, a side side of a structure. 10... fender main body, 20... mooring tool, 30...
...Weight, G...Structure.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 浮力を有する防舷材本体と、この防舷材本体を
橋脚や岸壁等構造物に係留する係留具とからな
り、この係留具に、前記防舷材本体を常時前記構
造物側に牽引する重錘を設けたことを特徴とする
浮遊式防舷装置。
It consists of a fender main body that has buoyancy and a mooring device that moors the fender main body to a structure such as a bridge pier or a quay, and this mooring device has a heavy weight that constantly pulls the fender main body toward the structure. A floating fender featuring a weight.
JP1983133506U 1983-08-31 1983-08-31 floating fender Granted JPS6045729U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1983133506U JPS6045729U (en) 1983-08-31 1983-08-31 floating fender

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1983133506U JPS6045729U (en) 1983-08-31 1983-08-31 floating fender

Publications (2)

Publication Number Publication Date
JPS6045729U JPS6045729U (en) 1985-03-30
JPS6319371Y2 true JPS6319371Y2 (en) 1988-05-31

Family

ID=30301126

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1983133506U Granted JPS6045729U (en) 1983-08-31 1983-08-31 floating fender

Country Status (1)

Country Link
JP (1) JPS6045729U (en)

Also Published As

Publication number Publication date
JPS6045729U (en) 1985-03-30

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