JPS6016650Y2 - Gravity wedge type wave dissipation bank - Google Patents

Gravity wedge type wave dissipation bank

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Publication number
JPS6016650Y2
JPS6016650Y2 JP6933381U JP6933381U JPS6016650Y2 JP S6016650 Y2 JPS6016650 Y2 JP S6016650Y2 JP 6933381 U JP6933381 U JP 6933381U JP 6933381 U JP6933381 U JP 6933381U JP S6016650 Y2 JPS6016650 Y2 JP S6016650Y2
Authority
JP
Japan
Prior art keywords
wave
dissipating
gravity
type
wedge
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
JP6933381U
Other languages
Japanese (ja)
Other versions
JPS57184113U (en
Inventor
正典 小林
寛之 中川
Original Assignee
三井造船株式会社
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 三井造船株式会社 filed Critical 三井造船株式会社
Priority to JP6933381U priority Critical patent/JPS6016650Y2/en
Publication of JPS57184113U publication Critical patent/JPS57184113U/ja
Application granted granted Critical
Publication of JPS6016650Y2 publication Critical patent/JPS6016650Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は波のエネルギーを吸収可能な重力式くさび型消
波堤に関するものである。
[Detailed Description of the Invention] The present invention relates to a gravity-type wedge-shaped wave-dissipating levee capable of absorbing wave energy.

港湾等に設けられる従来の重力式消波堤は、外側からの
波を反射させてその内側の波を小さくするという型式で
あるため、その建設工数がかさみ、多額の建設費がかる
うえに、潮流の流れをさえぎるため、内側の水質の保全
がはかれないという問題があった。
Conventional gravity-type wave-dissipating breakwaters installed in ports, etc. reflect waves from the outside and reduce the waves inside, which increases the number of construction steps and costs, and also reduces tidal currents. There was a problem that the water quality inside could not be maintained because the water flow was blocked.

一方、水質保全をはかるため、浮き消波堤もあるが、そ
の係留等の保守に問題がある。
On the other hand, there are floating breakwaters in order to preserve water quality, but there are problems with the maintenance of their moorings.

そこで本考案は、前記従来の問題点を解消するためにな
されたものでであり、重力式くさび型消波堤の波の進行
方向に形成したくさび形状部分における波の反射により
波のエネルギーの吸収をはかると同時に、その消波堤の
枠組に透過した波とその枠組内の塊状消波材との摩擦に
より、波のエネルギーを吸収可能で、更に、大量生産可
能であり、かつ、その設置及び保守の簡単な重力式くさ
び型消波堤を提供することを目的としたものである。
Therefore, the present invention was devised to solve the above-mentioned conventional problems, and absorbs wave energy by reflecting the waves at the wedge-shaped part formed in the wave propagation direction of the gravity wedge type wave dissipating dam. At the same time, it is possible to absorb wave energy through the friction between the waves that have passed through the framework of the wave-dissipating dyke and the blocky wave-dissipating material within the framework. Furthermore, it is mass-producible, and its installation and installation process is easy. The purpose is to provide a gravity wedge type wave dissipation levee that is easy to maintain.

即ち、本考案の重力式くさび型消波堤は、波の進行方向
に対してくさび形状を形成する枠組内に消波材を充填し
た複数の消波ブロックにより樹皮される。
That is, the gravity-type wedge-shaped wave-dissipating levee of the present invention is comprised of a plurality of wave-dissipating blocks filled with wave-dissipating material within a framework forming a wedge shape in the direction of wave propagation.

以下図面を参照して本考案の実施例を説明するが、第1
図はその重力式くさび型消波堤の消波ブロック3の斜視
図、第2図は第1図の消波ブロック3を複数個配設した
重力式くさび型消波堤の全体斜視図である。
Embodiments of the present invention will be described below with reference to the drawings.
The figure is a perspective view of the wave-dissipating block 3 of the gravity-type wedge-type wave-dissipating levee, and FIG. 2 is an overall perspective view of the gravity-type wedge-type wave-dissipating bank in which a plurality of the wave-dissipating blocks 3 of FIG. 1 are arranged. .

まず、第1図の消波ブロック3は、矢印Wで示す波の進
行方向に対してくさび形状を形成する枠組2内にコンク
リート塊、天然石、その他の消波材1を充填したもので
あり、このような消波ブロック3を第2図のごとく港湾
4等の海中に複数個連続して配設することにより、重力
式消波堤を構成している。
First, the wave-dissipating block 3 shown in FIG. 1 is constructed by filling a framework 2 that forms a wedge shape with respect to the wave propagation direction indicated by the arrow W with concrete blocks, natural stones, or other wave-dissipating materials 1. A gravity-type wave-dissipating levee is constructed by arranging a plurality of such wave-dissipating blocks 3 in series in the sea, such as in a port 4, as shown in FIG.

第2図において、波の進行方向Wに対向する消波ブロッ
ク3の前面aは、くさび形状を形成している。
In FIG. 2, the front surface a of the wave-dissipating block 3 facing the wave traveling direction W forms a wedge shape.

このように構成された本考案の重力式くさび型消波堤で
は、枠組2に形成されたくさび形状部分における波の反
射によって波高を大きくし、波を砕すが、この枠組を透
過した波とその内部の消波材1との摩擦によって波エネ
ルギーを吸収することができる。
In the gravity-type wedge-shaped wave-dissipating levee of the present invention constructed in this way, the wave height is increased by reflection of the waves at the wedge-shaped portion formed in the framework 2, and the waves are broken. Wave energy can be absorbed by friction with the wave-dissipating material 1 inside.

即ち、上記くさび形状部分における波の反射及び透過の
繰り返しによって波エネルギーは吸収される。
That is, the wave energy is absorbed by the repetition of wave reflection and transmission in the wedge-shaped portion.

なお、このような消波ブロック3をPCハイブリッドで
製作することにより大量生産可能である。
Note that mass production is possible by manufacturing such a wave dissipating block 3 using a PC hybrid.

なお、上記枠組2は波を透過するものならばどのよなも
のでも良く、例えばネット状の枠組2でも良い。
Note that the framework 2 may be of any type as long as it transmits waves; for example, a net-like framework 2 may be used.

従って、本考案の重力式くさび型消波堤を構成するこの
ような消波ブロックをある単位造っておけば、大量生産
ができ、この消波ブロックにかかる外力も従来の重力式
消波堤に比較してかなり小さいため、海底に置くだけで
良いので、その設置も簡単であり、保守も不要であると
いう利点がある。
Therefore, if such wave-dissipating blocks constituting the gravity-type wedge-shaped wave-dissipating dam of the present invention are manufactured in a certain unit, mass production is possible, and the external force applied to these wave-dissipating blocks is also less than that of the conventional gravity-type wave-dissipating block. Since it is relatively small, it only needs to be placed on the seabed, so it has the advantage of being easy to install and requiring no maintenance.

また、本考案の重力式くさび型消波堤では、海水が通過
するので、消波堤の内側の水質保全もはかり得るという
利点がある。
Furthermore, the gravity-type wedge-shaped wave-dissipating levee of the present invention has the advantage that, since seawater passes through it, the water quality inside the wave-dissipating levee can be maintained.

更に、波の反射の過程で波エネルギーを吸収するため、
反射波がさく、透過波を小さくすることができる。
Furthermore, in order to absorb wave energy in the process of wave reflection,
Reflected waves are strong, and transmitted waves can be made small.

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

第1図は本考案の実施例における重力式くさび型消波堤
の消波ブロックの斜視図、第2図は第1図の消波ブロッ
クを複数個配設した重力式くさび型消波堤の全体斜視図
である。 1・・・・・・消波材、2・・・・・・枠組、3・・・
・・・消波ブロック、W・・・・・・波の進行方向。
Figure 1 is a perspective view of a wave-dissipating block of a gravity-type wedge type wave-dissipating levee according to an embodiment of the present invention, and Figure 2 is a perspective view of a gravity-type wedge-type wave-dissipating block in which a plurality of wave-dissipating blocks of Figure 1 are arranged. It is an overall perspective view. 1... wave-dissipating material, 2... framework, 3...
...Wave-dissipating block, W...Direction of wave travel.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 波の進行方向に対してくさび形状を形成する枠組内に消
波材を充填した複数の消波ブロックからなる重力式くさ
び型消波堤。
A gravity-type wedge-shaped wave-dissipating levee consists of multiple wave-dissipating blocks filled with wave-dissipating material within a framework that forms a wedge shape in the direction of wave propagation.
JP6933381U 1981-05-15 1981-05-15 Gravity wedge type wave dissipation bank Expired JPS6016650Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6933381U JPS6016650Y2 (en) 1981-05-15 1981-05-15 Gravity wedge type wave dissipation bank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6933381U JPS6016650Y2 (en) 1981-05-15 1981-05-15 Gravity wedge type wave dissipation bank

Publications (2)

Publication Number Publication Date
JPS57184113U JPS57184113U (en) 1982-11-22
JPS6016650Y2 true JPS6016650Y2 (en) 1985-05-23

Family

ID=29865215

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6933381U Expired JPS6016650Y2 (en) 1981-05-15 1981-05-15 Gravity wedge type wave dissipation bank

Country Status (1)

Country Link
JP (1) JPS6016650Y2 (en)

Also Published As

Publication number Publication date
JPS57184113U (en) 1982-11-22

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