JPS62137307A - Breakwater - Google Patents

Breakwater

Info

Publication number
JPS62137307A
JPS62137307A JP60276970A JP27697085A JPS62137307A JP S62137307 A JPS62137307 A JP S62137307A JP 60276970 A JP60276970 A JP 60276970A JP 27697085 A JP27697085 A JP 27697085A JP S62137307 A JPS62137307 A JP S62137307A
Authority
JP
Japan
Prior art keywords
port
mound
outside
breakwater
sea water
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.)
Granted
Application number
JP60276970A
Other languages
Japanese (ja)
Other versions
JPH047404B2 (en
Inventor
Kenji Okubo
健治 大久保
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.)
Daiho Construction Co Ltd
Original Assignee
Daiho Construction 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 Daiho Construction Co Ltd filed Critical Daiho Construction Co Ltd
Priority to JP60276970A priority Critical patent/JPS62137307A/en
Publication of JPS62137307A publication Critical patent/JPS62137307A/en
Publication of JPH047404B2 publication Critical patent/JPH047404B2/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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE:To prevent the pollution of sea water inside or outside a port by enabling sea water inside or outside of a port to come in or cut easily by a method in which a structure such as breakwater, etc., is set on a mound formed on the seabed, and a path leading to the outside and outside of the port is provided in the mound. CONSTITUTION:In forming a mound 3 from rubble, tubes 5 are buried at an adequate interval in the mound 3 to form a path 5a. A concrete structure 4 such as caisson, etc., is set on the mound 3 to construct a breakwater. The intrusion of waves into a port A can thus be prevented, and also since sea water in the inside A and outside B of a port can come in or out through the path 5a, the pollution of sea water in the inside A of the port can be prevented.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は港内外に海水を流出入させることのできる防波
堤に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a breakwater that allows seawater to flow into and out of a port.

(従来技術およびその問題点) 防波堤は外海からの波のエネルギーを消散または反射す
ることにより港内の静穏を維持し、船舶や港内施設の保
全を図っている。しかし、こうした目的のために防波堤
は港を囲むように配置され、しかも港口は波の侵入を防
ぐためにその幅が狭くなっている。そのため、港内の海
水は外局との出入が狭い港口付近に限られることになり
、港内海水の汚染が助長されることがあった。
(Prior Art and its Problems) A breakwater maintains calm in a port by dissipating or reflecting the energy of waves from the open sea, thereby protecting ships and facilities within the port. However, for this purpose, breakwaters are placed to surround the port, and the width of the port entrance is narrow to prevent waves from entering. As a result, the seawater inside the port was limited to the vicinity of the port entrance, where access to and from outside stations was narrow, which sometimes exacerbated the contamination of the seawater within the port.

(発明の目的) 本発明は上記の点に鑑み提案されたもので、その目的と
するところは、海底に製作したマウンドつまり堤体の下
部に、港内外の海水の流出入を可能とした通路を設け、
港内の海水汚染の防止を図った防波堤を提供することに
ある。
(Object of the Invention) The present invention has been proposed in view of the above points, and its purpose is to provide a passageway in the lower part of a mound, that is, an embankment, built on the seabed, which allows seawater to flow in and out of the port. established,
The purpose is to provide a breakwater that prevents seawater pollution within the port.

(問題点を解決するための手段) すなわち、本発明は上記目的を達成するために、コンク
リート構造物を設置′する海底に製作したマウンド中に
港内外を連通ずる通路を設けたことを要旨としている。
(Means for Solving the Problems) That is, in order to achieve the above object, the present invention provides a passage connecting the inside and outside of the port in a mound made on the seabed on which a concrete structure will be installed. There is.

(作用) 本発明では、堤体の下部に、例えば管を設置して通路を
設けることにより、港内と港外とをその通路により連通
させて港内と港外の海水が容易に出入できるようにした
ものである。
(Function) In the present invention, by installing a passage, for example, by installing a pipe at the lower part of the embankment body, the inside of the port and the outside of the port are communicated through the passage, so that seawater inside the port and outside the port can easily enter and exit. This is what I did.

(実施例) 以下、図面に沿って本発明の好ましい実施例を説明する
(Embodiments) Preferred embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明の一実施例を示すもので、1は防波堤で
、この防波堤1は、海底2上に設けられ、かつ堤体下部
に相当するマウンド3と、このマウンド3上に設けられ
たケーソンの如きコンクリート構造物4とにて構成され
、かつこの場合、堤体下部、すなわちマウンド3に少な
くとも一以上の通路5aを略水平方向に設けた点に特徴
を有している。
FIG. 1 shows an embodiment of the present invention, in which 1 is a breakwater, and this breakwater 1 is provided on the seabed 2, and includes a mound 3 corresponding to the lower part of the breakwater body, and a mound 3 provided on this mound 3. In this case, it is characterized in that at least one or more passages 5a are provided in the lower part of the embankment body, that is, the mound 3, in a substantially horizontal direction.

すなわち、築造にあたっては、捨石によりマウンド3を
製作する際に、マウンド3内部に管5(m管、無筋コン
クリート製管、鉄筋コンクリート製管、陶管、あるいは
合成樹脂製管など)を適当な間隔で埋め込んで通路5a
を設け、これにより港内側へと港外側Bとが連通するよ
うにしておく。
That is, when constructing the mound 3 using rubble, pipes 5 (m-pipe, unreinforced concrete pipe, reinforced concrete pipe, ceramic pipe, synthetic resin pipe, etc.) are placed inside the mound 3 at appropriate intervals. Embedded in passage 5a
is provided so that the inner side of the port and the outer side B of the port communicate with each other.

この場合、マウンド3内に埋め込む管5の断面形状は図
示の如く円形に限らず、第2図のように四角形としたり
、さらには特に図示しないが三角形などの多角形でもよ
い。また、それぞれの管をマウンド3内において第3図
に示すように、横方向に連結することにより、pmとし
て用い、その効果を高めることもできる。さらに、埋め
込む管5は、港内側Aから港外側Bまでを1本の管とし
てもよいし、数本の短い管をつないでもよい。
In this case, the cross-sectional shape of the tube 5 embedded in the mound 3 is not limited to a circular shape as shown in the figure, but may be a square shape as shown in FIG. 2, or even a polygonal shape such as a triangle, although not particularly shown. Moreover, by connecting the respective tubes in the lateral direction within the mound 3 as shown in FIG. 3, it is also possible to use the tubes as a PM to enhance its effectiveness. Furthermore, the tube 5 to be embedded may be one tube extending from the inner side A of the port to the outer side B of the port, or may be a plurality of short tubes connected together.

こうして製作したマウンド3上にコンクリート構造物4
、例えばケーソンを据付けて防波堤とすれば良い。
A concrete structure 4 is built on the mound 3 created in this way.
For example, a caisson can be installed to serve as a breakwater.

なお、ケーソン4は、まず浮きドック(図示せず)を海
底地盤に据付け、その甲板上においてケーソン4を築造
し、その後浮きドック共しかる場所にて進水させ、ケー
ソン4を浮きドックから離脱させる。そして、据付は場
所まで曳航し、注水して捨石マウンド3に定着させ、か
つケーソン4の各部屋に、例えば土砂や砂利などの充填
物6を中詰めし、開口している上部にコンクリート4a
を打てば良い。なお、ケーソン4は必ずしも浮きドック
により築造する必要はなく、ドライドツク式吊下し式、
別路式などによって築造しても良いことは勿論である。
In addition, the caisson 4 is constructed by first installing a floating dock (not shown) on the seabed, building the caisson 4 on its deck, then launching the floating dock together at an appropriate location, and separating the caisson 4 from the floating dock. . For installation, the caisson 4 is towed to a location, water is poured to fix it in the rubble mound 3, and each chamber of the caisson 4 is filled with filler 6, such as earth and gravel, and the open upper part is filled with concrete 4a.
All you have to do is hit . In addition, caisson 4 does not necessarily need to be constructed as a floating dock, but can be constructed using a dry dock type, hanging type,
Of course, it is also possible to construct it using a separate route method.

また、堤体上部のコンクリート構造物4は必ずしもケー
ソンでなくてもよ(、ブロックを積み重ねたものや場所
打ちコンクリ−1−などでも良い。
Furthermore, the concrete structure 4 on the upper part of the embankment body does not necessarily have to be a caisson (it may be a stack of blocks, cast-in-place concrete, etc.).

しかして、この防波堤1においては1港内側Aの海水が
滞留することなく、通路5aを介して海流や潮の干満に
より外海の海水と入れ変わるので、港内の海水が汚染さ
れる口とを防ぐことが出来る。
Therefore, in this breakwater 1, the seawater inside the port A does not stagnate and is replaced with the seawater in the open sea via the passage 5a due to ocean currents and tides, thereby preventing the seawater inside the port from becoming contaminated. I can do it.

一般に波の影響は水面で大きく、水底では小さくなり、
特に波長の短かい波において顕著である。
In general, the influence of waves is greater at the water surface and smaller at the bottom.
This is particularly noticeable in waves with short wavelengths.

したがって、水深が比較的大きな所では堤体の下 。Therefore, in areas where the water depth is relatively large, it is placed under the embankment body.

部に開口部があっても堤体は充分な消波効果を持ってい
るので問題はない。また、海底付近に管を設置すること
になるので、漁轍として有効に用いることができる。
Even if there is an opening in the section, there is no problem as the embankment body has sufficient wave-dissipating effect. Furthermore, since the pipe is installed near the seabed, it can be effectively used as a fishing track.

第4図は本発明の他の実施例を示すもので、この実施例
ではマウンド3に管体を埋め込むことな(、それを製作
する際に石組みにより通路5aを形成した点が第1実施
例と異なっている。したがって、管体を用いることがな
いため、その分の費用を節減し得る。なお、他の構成、
作用は前述の実施例と同様である。
FIG. 4 shows another embodiment of the present invention. In this embodiment, the pipe body is not embedded in the mound 3 (the passage 5a is formed by masonry when it is manufactured), unlike the first embodiment. Therefore, since no pipe body is used, the cost can be reduced accordingly.In addition, other configurations,
The operation is similar to the previous embodiment.

(発明の効果) 以上のように本発明によれば、海底上のマウンドに通路
を形成したから、港内外に海水を流出入させることがで
き、海水汚染を防止できる効果が゛ある。
(Effects of the Invention) As described above, according to the present invention, since the passage is formed in the mound on the seabed, seawater can flow into and out of the port, and seawater pollution can be prevented.

また、築造する場合、マウンド製作中でその内部に通路
を設ける点を除けば通常の防波堤を築造するのと変りが
ないので、築造が容易である。
Furthermore, when constructing the mound, it is easy to construct because it is no different from constructing a normal breakwater except that a passage is provided inside the mound.

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

第1図(イ)、(ロ)は本発明の一実施例で、(イ)は
部分正面図、(ロ)は側断面図、第2図は本発明の通路
の形状の他の態様例、第3図は通路を形成する管の態様
例、第4図は本発明の他の実施例を示す。
Figures 1 (a) and (b) show an embodiment of the present invention, in which (a) is a partial front view, (b) is a side sectional view, and Figure 2 is an example of another embodiment of the shape of the passage of the present invention. , FIG. 3 shows an embodiment of a tube forming a passage, and FIG. 4 shows another embodiment of the present invention.

Claims (1)

【特許請求の範囲】[Claims] コンクリート構造物を設置する海底に製作したマウンド
中に、港内外を連通する通路を設けたことを特徴とする
防波堤。
A breakwater is characterized by having a passage connecting the inside and outside of the port in a mound built on the seabed where concrete structures are installed.
JP60276970A 1985-12-11 1985-12-11 Breakwater Granted JPS62137307A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60276970A JPS62137307A (en) 1985-12-11 1985-12-11 Breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60276970A JPS62137307A (en) 1985-12-11 1985-12-11 Breakwater

Publications (2)

Publication Number Publication Date
JPS62137307A true JPS62137307A (en) 1987-06-20
JPH047404B2 JPH047404B2 (en) 1992-02-10

Family

ID=17576948

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60276970A Granted JPS62137307A (en) 1985-12-11 1985-12-11 Breakwater

Country Status (1)

Country Link
JP (1) JPS62137307A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016113813A (en) * 2014-12-15 2016-06-23 日立造船株式会社 Supporting structure for breakwater installed on seabed
JP2016204971A (en) * 2015-04-22 2016-12-08 東洋建設株式会社 Breakwater structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016113813A (en) * 2014-12-15 2016-06-23 日立造船株式会社 Supporting structure for breakwater installed on seabed
JP2016204971A (en) * 2015-04-22 2016-12-08 東洋建設株式会社 Breakwater structure

Also Published As

Publication number Publication date
JPH047404B2 (en) 1992-02-10

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