JPH0355616Y2 - - Google Patents

Info

Publication number
JPH0355616Y2
JPH0355616Y2 JP8502087U JP8502087U JPH0355616Y2 JP H0355616 Y2 JPH0355616 Y2 JP H0355616Y2 JP 8502087 U JP8502087 U JP 8502087U JP 8502087 U JP8502087 U JP 8502087U JP H0355616 Y2 JPH0355616 Y2 JP H0355616Y2
Authority
JP
Japan
Prior art keywords
pontoon
quay
notch
bridge
tide
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
JP8502087U
Other languages
Japanese (ja)
Other versions
JPS63194915U (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 JP8502087U priority Critical patent/JPH0355616Y2/ja
Publication of JPS63194915U publication Critical patent/JPS63194915U/ja
Application granted granted Critical
Publication of JPH0355616Y2 publication Critical patent/JPH0355616Y2/ja
Expired legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、船ぱくをけい留するためのけい留装
置に係り、特に潮位差の大きい海域において小型
船のけい留に向けて好適なけい留装置に関する。
[Detailed description of the invention] (Field of industrial application) The present invention relates to a mooring device for mooring ships, and is particularly suitable for mooring small ships in sea areas with large tidal level differences. Regarding the retention device.

(従来の技術) 潮位差は、海域によつて大きく異なるが、例え
ば九州の沿岸にあつては、6Mにも達する場所が
ある。かゝる潮位差の大きな沿岸において、岸壁
に小型船をけい留し、これから魚などの陸揚げし
ようとすると、干潮時には岸壁の上面と船上との
間に4Mをも越す落差が生じ、そのまゝ陸揚げす
ることは到底不可能なこととなる。
(Prior art) The tidal level difference varies greatly depending on the sea area, but for example, on the coast of Kyushu, there are places where it reaches 6M. On a coast with such a large tidal level difference, if you moor a small boat on the quay and try to land fish, etc., at low tide there will be a drop of more than 4 meters between the top of the quay and the boat. Landing it would be completely impossible.

そこで従来、例えば第5図に示すように、岸壁
1から離れた海上にポンツーン2を浮かべると共
に、このポンツーン2と岸壁1との間に渡橋3を
架けて浮さん橋4を構築し、前記ポンツーン2に
船ぱくを横付けして、一旦ポンツーン2上に荷揚
げをし、そこから荷車などを用いて渡橋3を渡つ
て陸揚げするようにするか、第6図に示すよう
に、岸壁1から突堤式の斜路5を延設し、この斜
路5に船ぱくを横付けして荷揚げするか、あるい
は第7図a,bに示すように、岸壁1を所定範囲
にわたつて切欠いて、ここに階段6を設け、この
階段6に船ぱくを横付けして適宜高さの階段を利
用して荷揚げするかしていた。
Therefore, conventionally, as shown in FIG. 5, for example, a pontoon 2 is floated on the sea away from a quay 1, and a floating bridge 4 is constructed by building a bridge 3 between the pontoon 2 and the quay 1. Either you can place a boat next to Pontoon 2, unload the cargo onto Pontoon 2, and then use a cart or the like to cross the bridge 3 and unload the cargo, or as shown in Fig. Either a ramp 5 is extended and a ship is placed next to the ramp 5 to unload cargo, or a stairway 6 is installed by cutting out a predetermined area of the quay 1 as shown in Fig. 7a and b. A ship was placed next to the stairs 6 and the cargo was unloaded using stairs of an appropriate height.

(考案が解決しようとうする問題点) しかしながら、上記浮さん橋4による場合(第
5図)は、ポンツーン2のけい留に難点があつて
該ポンツーンの大きな揺動が避けられず、一方斜
路5(第6図)あるいは階段6(第7図)による
場合は、海草などの付着により表面が滑り易い状
態となり、何れも危険作業を伴なうという問題が
あつた。
(Problems that the invention attempts to solve) However, in the case of the floating bridge 4 (Fig. 5), there is a difficulty in anchoring the pontoon 2, and large swinging of the pontoon is unavoidable. (Fig. 6) or the stairs 6 (Fig. 7), the surface became slippery due to the adhesion of seaweed, etc., and both cases involved dangerous work.

また、浮さん橋4や突堤式の斜路5は、これら
が大きく港内に突出するため、港内泊地を狭ば
め、さらに斜路5や階段6は、共に荷揚げ箇所が
潮位に対応して一箇所に限定されるため、スペー
ス的な無駄が多く、何れも根本的な対策とはなり
得ないという問題があつた。
In addition, the floating bridge 4 and the jetty-type ramp 5 protrude greatly into the port, narrowing the harbor area.Furthermore, the ramp 5 and the stairs 6 have cargo unloading points in one place corresponding to the tide level. Because of the limited number of locations, there was a problem that there was a lot of wasted space, and none of them could be used as fundamental countermeasures.

(問題点を解決するための手段) 本考案は、上記従来の問題点を解決するため、
岸壁の少なくとも一画に切欠部を設け、該切欠部
にポンツーンを収納すると共に、該ポンツーンと
前記岸壁との間に渡橋を架けるように構成したこ
とを要旨とする。
(Means for solving the problems) In order to solve the above-mentioned conventional problems, the present invention
The gist is that a notch is provided in at least one section of the quay, a pontoon is housed in the notch, and a bridge is constructed between the pontoon and the quay.

(作用) 上記構成のけい留装置において、岸壁に設けた
切欠部にポンツーンを収納することにより、岸壁
そのものでポンツーンの揺動を抑制することが可
能になり、海水に濡れない作業面確保と相まつて
安全作業を確立できるようになる。また岸壁の前
面から港内泊地に干渉する突出部分を排除できる
と共に、ポンツーンの全面を作業面に供すること
ができ、その利用価値は高まる。
(Function) In the mooring device with the above configuration, by storing the pontoon in the notch provided in the quay wall, it becomes possible to suppress the swinging of the pontoon on the quay wall itself, which is coupled with ensuring a working surface that does not get wet with seawater. This will enable safe work to be established. In addition, it is possible to eliminate a protruding part from the front of the quay that interferes with the harbor anchorage, and the entire surface of the pontoon can be used as a work surface, increasing its utility value.

(実施例) 以下、本考案の実施例を添付図面にもとづいて
説明する。
(Example) Hereinafter, an example of the present invention will be described based on the accompanying drawings.

第1図ないし第4図において、11は岸壁で、
該岸壁11には所定ピツチで複数の切欠部12,
12…が設けられている。各切欠部12の両側に
は、岸壁11の一部を構成するケーソン13,1
3が設置されている。このケーソン13は、その
一部が海側において切欠部12内に突出して突堤
部13aを形成し、これによつて前記切欠部12
は、奥側を幅広とする異形断面に仕上げられてい
る。14は、前記切欠部12に収納され海面に浮
上するポンツーンで、該切欠部12の断面形状に
相似な断面形状を有し、その両側に設けた突部1
4aを前記ケーソン13の突堤部13aの後背部
に位置させている。ポンツーン14はまた、その
側面に多数の防舷材15を具備し、該防舷材15
を岸壁11およびケーソン13に摺接させてい
る。16は、前記岸壁11とポンツーン14との
間に架けられた渡橋で、一端が前記岸壁11に図
示を略すヒンジで止められると共に、他端がポン
ツーン14上に設けた受台17に滑動自在に支承
されている。
In Figures 1 to 4, 11 is a quay;
The quay wall 11 has a plurality of notches 12 at a predetermined pitch.
12... are provided. On both sides of each notch 12, caissons 13 and 1 forming part of the quay wall 11 are provided.
3 is installed. A part of this caisson 13 protrudes into the notch 12 on the sea side to form a jetty 13a.
is finished with an irregular cross section that is wider at the back. Reference numeral 14 denotes a pontoon that is accommodated in the notch 12 and floats on the sea surface, and has a cross-sectional shape similar to the cross-sectional shape of the notch 12, and has protrusions 1 provided on both sides of the pontoon.
4a is located at the rear of the jetty portion 13a of the caisson 13. The pontoon 14 also includes a number of fenders 15 on its sides, the fenders 15
is in sliding contact with the quay 11 and the caisson 13. Reference numeral 16 denotes a bridge built between the quay wall 11 and the pontoon 14, one end of which is fixed to the quay wall 11 with a hinge (not shown), and the other end slidably attached to a pedestal 17 provided on the pontoon 14. Supported.

こゝで、上記ポンツーン14は、一例としてコ
ンクリートから形成され、全長60M,全幅10M,
全高3M程度の大きさを有して、小型船ぱく18
の複数のけい留を可能としている。
Here, the pontoon 14 is made of concrete, for example, and has a total length of 60M, a total width of 10M,
It is a small ship with a total height of about 3 meters.
This allows for multiple anchorages.

かゝる構成により、ポンツーン14は潮位に応
じて切欠部12内を昇降し、この結果、干潮時
(第3図)および満潮時(第4図)とを問わず、
ポンツーン14と船ぱく18との相対レベルはほ
とんど変化せず、船ぱく18からポンツーン14
上に直接荷揚げをすることができる、一方前記ポ
ンツーン14上に荷揚げをした荷物は、干潮時に
は渡橋16を利用して岸壁11上へ陸揚げをする
ことができ、また満潮時には、ポンツーン14の
レベルが上がるので渡橋16を利用することなく
直接岸壁11へ陸揚げをすることができる。もち
ろん満潮時に渡橋16を利用しても良い。しかし
てポンツーン14は、常時岸壁11とケーソン1
3とに案内されて大きな揺動が規制されており、
何らの危険作業なく前記陸揚げを行なうことがで
きるようになる。
With such a configuration, the pontoon 14 moves up and down within the notch 12 according to the tide level, and as a result, the pontoon 14 moves up and down within the notch 12 in accordance with the tide level, and as a result, the pontoon 14 moves up and down in the notch 12 in accordance with the tide level, and as a result, both at low tide (Fig. 3) and at high tide (Fig. 4),
The relative level between pontoon 14 and shippaku 18 hardly changes, and the relative level from shippaku 18 to pontoon 14
On the other hand, cargo unloaded onto the pontoon 14 can be unloaded onto the quay 11 using the bridge 16 at low tide, and at high tide, the level of the pontoon 14 is lowered. Since it goes up, it is possible to land directly on the quay 11 without using the bridge 16. Of course, you can also use Ferry 16 during high tide. However, the pontoon 14 is always connected to the quay 11 and the caisson 1.
3, and large swings are regulated.
The landing can be carried out without any dangerous work.

なお、上記実施例において、ケーソン13を用
いて切欠部12の断面形状を特定したが、ケース
ン13を用いることなく、岸壁11を直接切欠い
て異形の切欠部12を形成して良いことはもちろ
んである。また岸壁11に設ける切欠部12の
数、つまりポンツーン14の数は、特に限定する
ものでなく1つまたは2つ以上設けることができ
る。さらに上記実施例における渡橋16は、コン
ベアに代えることができる。
In the above embodiment, the caisson 13 was used to specify the cross-sectional shape of the notch 12, but it goes without saying that the irregularly shaped notch 12 may be formed by directly notching the quay 11 without using the caisson 13. be. Further, the number of notches 12 provided in the quay wall 11, that is, the number of pontoons 14, is not particularly limited, and one or more may be provided. Further, the bridge 16 in the above embodiment can be replaced with a conveyor.

(考案の効果) 以上、詳細に説明したように、本考案にかゝる
けい留装置は、岸壁に設けた切欠部にポンツーン
を収納したので、岸壁そのものでポンツーンの揺
動を抑制することが可能になり、海水に濡れない
作業面確保と相まつて安全作業を確立し得る効果
がある。また岸壁の前面から港内泊地に干渉する
突出部分を排除できると共に、ポンツーンの全面
を作業面に供することができ、全体として利用価
値の著しい向上を達成し得る効果がある。
(Effects of the invention) As explained in detail above, in the mooring device according to the present invention, the pontoon is housed in a notch provided in the quay wall, so the rocking of the pontoon can be suppressed by the quay wall itself. This has the effect of ensuring safe work by ensuring a work surface that does not get wet with seawater. Furthermore, it is possible to eliminate a protruding part from the front of the quay that interferes with the harbor anchorage, and the entire surface of the pontoon can be used as a working surface, which has the effect of significantly improving the utility value as a whole.

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

第1図と第2図は本考案にかゝるけい留装置の
平面図、第3図と第4図は本けい留装置の断面
図、第5図ないし第7図a,bは従来のけい留装
置の模式図である。 11……岸壁、12……切欠部、14……ポン
ツーン、16……渡橋。
1 and 2 are plan views of the anchoring device according to the present invention, FIGS. 3 and 4 are cross-sectional views of the present anchoring device, and FIGS. 5 to 7 a and b are the conventional anchoring devices. FIG. 2 is a schematic diagram of a restraining device. 11... quay, 12... notch, 14... pontoon, 16... bridge.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 岸壁の少なくとも一画に切欠部を設け、該切欠
部にポンツーンを収納すると共に、該ポンツーン
と前記岸壁との間に渡橋を架けたことを特徴とす
るけい留装置。
A mooring device characterized in that a notch is provided in at least one section of a quay, a pontoon is housed in the notch, and a bridge is built between the pontoon and the quay.
JP8502087U 1987-05-30 1987-05-30 Expired JPH0355616Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8502087U JPH0355616Y2 (en) 1987-05-30 1987-05-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8502087U JPH0355616Y2 (en) 1987-05-30 1987-05-30

Publications (2)

Publication Number Publication Date
JPS63194915U JPS63194915U (en) 1988-12-15
JPH0355616Y2 true JPH0355616Y2 (en) 1991-12-11

Family

ID=30940044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8502087U Expired JPH0355616Y2 (en) 1987-05-30 1987-05-30

Country Status (1)

Country Link
JP (1) JPH0355616Y2 (en)

Also Published As

Publication number Publication date
JPS63194915U (en) 1988-12-15

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