JP3294028B2 - Low reflection type floating breakwater - Google Patents
Low reflection type floating breakwaterInfo
- Publication number
- JP3294028B2 JP3294028B2 JP31402194A JP31402194A JP3294028B2 JP 3294028 B2 JP3294028 B2 JP 3294028B2 JP 31402194 A JP31402194 A JP 31402194A JP 31402194 A JP31402194 A JP 31402194A JP 3294028 B2 JP3294028 B2 JP 3294028B2
- Authority
- JP
- Japan
- Prior art keywords
- floating breakwater
- reflection
- low
- wave
- guide plates
- 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 - Fee Related
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Description
【0001】[0001]
【産業上の利用分野】本発明は、港湾等に設置されて外
海から進入する波(入射波)を減ずるための浮体式の消
波堤に関し、特に入射波の到来に伴う反射波を減少させ
るようにした、低反射型浮消波堤に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating breakwater installed in a harbor or the like for reducing waves (incident waves) entering from the open sea, and in particular, to reduce reflected waves accompanying incoming waves. Thus, the present invention relates to a low-reflection floating breakwater.
【0002】[0002]
【従来の技術】従来の浮消波堤としては、図7(平面
図)および図8(断面図)に示すようなものがあり、細
長い浮体としての堤体01が、入射波02の入射方向に対し
直角をなすように配置されていて、入射波02を堤体01に
よって防ぎ透過波03を小さくするよう作用する。なお堤
体01は海底に設置されたシンカー(図示せず)に装着さ
れた係留索(図示せず)により、海底に係留されてい
る。2. Description of the Related Art There are conventional floating breakwaters as shown in FIG. 7 (plan view) and FIG. 8 (cross-sectional view). Are arranged at a right angle to, so that the incident wave 02 is prevented by the bank body 01 and the transmitted wave 03 is reduced. The embankment body 01 is moored to the seabed by a mooring line (not shown) attached to a sinker (not shown) installed on the seabed.
【0003】[0003]
【発明が解決しようとする課題】ところで、上述のよう
な従来の浮消波堤では、入射波02の到来に伴い堤体01か
ら反射波04が発生し、この反射波04が後続の入射波02と
干渉して海面が著しく乱れるようになり、付近を航行す
る漁船等の小型船舶に悪影響を与えるという問題点があ
る。By the way, in the above-mentioned conventional floating breakwater, a reflected wave 04 is generated from the embankment body 01 with the arrival of the incident wave 02, and the reflected wave 04 is transmitted to the subsequent incident wave. There is a problem that the sea surface becomes significantly disturbed due to interference with the 02 and adversely affects small vessels such as fishing boats sailing in the vicinity.
【0004】その結果、浮消波堤の設置海域が限定さ
れ、これが浮消波堤が消波構造物として広く利用される
のを妨げる要因となっている。本発明は、上述のような
堤体からの反射波を減少させるように、入射波のエネル
ギーの吸収を行なって、付近を航行する小型船への悪影
響を生じないようにした、低反射型浮消波堤を提供する
ことを目的とする。[0004] As a result, the sea area where the floating breakwater is installed is limited, which is a factor that prevents the floating breakwater from being widely used as a wave-breaking structure. The present invention absorbs the energy of the incident wave so as to reduce the reflected wave from the embankment as described above, and prevents the adverse effect on small boats sailing in the vicinity. The purpose is to provide a breakwater.
【0005】[0005]
【課題を解決するための手段】上述の目的を達成するた
め、本発明の低反射型浮消波堤は、浮体式消波堤におい
て、水底への係留手段をそなえた浮体としての主堤体を
そなえ、同主堤体の前縁に、複数のガイド板が互いに間
隔をあけて突設されて、同ガイド板の上端面が海面より
上方へ突出するとともに、同ガイド板の下端部が上記主
堤体の底面にほぼ近い位置に至る深さ方向の寸法をそな
え、同各ガイド板の先端部に、端板が、互いに隣接する
端板との間に間隔を形成して取付けられていることを特
徴としている。In order to achieve the above-mentioned object, a low-reflection type floating breakwater of the present invention is a floating type breakwater, which is a main levee body as a floating body having mooring means to a water bottom. A plurality of guide plates are provided at the front edge of the main embankment at intervals from each other, and the upper end surface of the guide plate is higher than the sea surface.
The guide plate protrudes upward and the lower end of the guide plate is
Measure the dimension in the depth direction to a position near the bottom of the embankment.
In addition , an end plate is attached to a front end portion of each of the guide plates so as to form an interval between adjacent end plates.
【0006】また、上記各ガイド板で挟まれた領域にお
ける上記主堤体の前縁に、断面形状を三角形に形成され
た反射材がその山形部を外方に突出するように取付けら
れていることを特徴としている。A reflector having a triangular cross section is attached to the front edge of the main bank in a region sandwiched between the guide plates so as to protrude outward from the chevron. It is characterized by:
【0007】さらに、上記各ガイド板に多数の小孔が形
成されていることを特徴としている。Further, the invention is characterized in that a number of small holes are formed in each of the guide plates.
【0008】さらにまた、上記各ガイド板の両表面に、
網状構造物が取付けられていることを特徴としている。Further, on both surfaces of each of the guide plates,
A reticulated structure is attached.
【0009】[0009]
【作用】上述の本発明の低反射型浮消波堤では、主堤体
の前縁に取付けられた複数のガイド板で囲まれた領域へ
進入して来た波が、主堤体の前縁に衝突して反射した
後、後続の進入波と衝突して再び反射し、さらに主堤体
の前縁に衝突して反射するというように、反射を繰り返
しながら波エネルギーを消耗する。そしてこの際、端板
が上記領域から波の外側への洩れ(反射波)を防ぐよう
作用するとともに、上記領域内の流れの一部を下方へ誘
導する。また三角形断面を有する反射材が上記領域での
波の反射方向を変更するよう作用し、さらに各ガイド板
に形成された多数の小孔あるいは各ガイド板の両表面に
取付けられた網状構造物が、反射材で反射された波を崩
すよう作用する。In the above-described low-reflection floating breakwater of the present invention, the waves that have entered the area surrounded by the plurality of guide plates attached to the front edge of the main levee are in front of the main levee. After colliding with the edge and reflected, it collides with the following incoming wave and is reflected again, and further collides with the front edge of the main embankment and is reflected. At this time, the end plate functions to prevent leakage (reflected waves) from the region to the outside of the wave, and induces a part of the flow in the region downward.
Lead . Further , a reflector having a triangular cross section acts to change the direction of wave reflection in the above-mentioned region, and furthermore, a number of small holes formed in each guide plate or a net-like structure attached to both surfaces of each guide plate. Acts to break the waves reflected by the reflector.
【0010】[0010]
【実施例】以下、図面により本発明の実施例について説
明すると、図1,2は第1実施例としての低反射型浮消
波堤を示すもので図1はその平面図、図2は図1のA−
A矢視断面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a plan view of a low-reflection floating breakwater according to a first embodiment of the present invention; FIG. A of 1
It is arrow A sectional drawing.
【0011】図3〜5は第2実施例としての低反射型浮
消波堤を示すもので図3はその平面図、図4は図3のB
−B矢視断面図、図5はその要部拡大平面図である。図
6は第3実施例としての低反射型浮消波堤の要部拡大平
面図である。3 to 5 show a low-reflection type floating breakwater as a second embodiment. FIG. 3 is a plan view of the breakwater, and FIG.
FIG. 5 is a cross-sectional view taken along arrow B, and FIG. FIG. 6 is an enlarged plan view of a main part of a low reflection type floating breakwater as a third embodiment.
【0012】まず第1実施例を説明する。図1,2にお
いて、符号1は平面視ほぼ長方形の浮体からなる主堤体
を示しており、この主堤体1は、海底に設置されたシン
カー(図示せず)に装着された係留索(図示せず)によ
り、海底に係留されている。First, a first embodiment will be described. 1 and 2, reference numeral 1 denotes a main levee body composed of a substantially rectangular floating body in plan view, and the main levee body 1 is a mooring cable (not shown) mounted on a sinker (not shown) installed on the sea floor. (Not shown) and is moored to the sea floor.
【0013】主堤体1はその長辺を波方向2で入射する
入射波5の入射方向に対して直角をなすように配置され
るとともに、入射波5に対向する前縁1aに、複数のガ
イド板6が、互いに等しい間隔をあけて、前縁1aと直
交する方向に、突設されている。符号Sは互いに隣接す
るガイド板6で挟まれた領域を示している。また各ガイ
ド板6の間隔は等間隔でなくてもよい。The main embankment body 1 is disposed so that its long side is perpendicular to the incident direction of the incident wave 5 incident in the wave direction 2 and has a plurality of front edges 1 a facing the incident wave 5. The guide plates 6 are provided at equal intervals to protrude in a direction orthogonal to the front edge 1a. Reference symbol S indicates a region sandwiched between adjacent guide plates 6. The intervals between the guide plates 6 may not be equal.
【0014】各ガイド板6は、その上端面が海面Wより
上方に突出するとともにその下端部が主堤体1の底面に
ほぼ近い位置に至る深さ方向の寸法をそなえ、その前端
面(入射波2に対向する面)に、ガイド板6とほぼ同じ
深さ方向寸法を有する端板8が、互いに隣接する端板8
との間に、間隔を形成して、取付けられている。Each guide plate 6 has an upper end surface projecting above the sea surface W and a lower end portion having a dimension in a depth direction reaching a position almost close to the bottom surface of the main levee body 1, and has a front end surface (incidence). An end plate 8 having substantially the same depth dimension as the guide plate 6 is provided on the surface facing the wave 2).
Are formed with a gap between them.
【0015】上述の構成により、この第1実施例の低反
射型浮消波堤では、波方向2で浮消波堤に入射してくる
入射波5は、ガイド板6で挟まれた領域Sに進入してく
る。そして進入して来た波は、主堤体1の前端1aに衝
突して反射されて進行方向を変更された後、続いて進入
してくる入射波5と衝突して再び進行方向が変更される
というように、領域S内で反射を繰り返す。With the above-described configuration, in the low-reflection type floating breakwater of the first embodiment, the incident wave 5 entering the floating breakwater in the wave direction 2 is in the region S sandwiched by the guide plate 6. To enter. The incoming wave collides with the front end 1a of the main levee body 1 and is reflected and changed its traveling direction. Then, it collides with the subsequently entering incident wave 5 and its traveling direction is changed again. The reflection is repeated in the region S.
【0016】このように、反射が繰り返えされる間に波
が乱れ、波のエネルギーは音,熱等に変換されて消耗,
散逸される。そしてこの際、端板8は、領域Sから外方
に波が反射して洩れるのを防止する。また、領域S内へ
流入した流れの一部は、ガイド板6に沿って下方へ流れ
るので、これによっても波に対する低反射型としての性
能が高められる。この結果、反射波として波方向4に消
波堤から出て行く波を充分に抑制することができる。As described above, the wave is disturbed while the reflection is repeated, and the energy of the wave is converted into sound, heat, etc., and is consumed.
Dissipated. And this time, the end plate 8, a wave outward from the region S is prevented from leaking reflected. Also, into the area S
Part of the flow that has flowed in flows downward along the guide plate 6.
Therefore, this also makes it a low-reflection type
Noh is enhanced. As a result, it is possible to sufficiently suppress the waves that emerge from the breakwater in the wave direction 4 as reflected waves.
【0017】次に、図3〜5により第2実施例を説明す
る。この第2実施例の低反射型浮消波堤では、上記の第
1実施例の低反射型浮消波堤において、各領域Sの反射
面としての主堤体1の前縁1aに反射材7が取付けられ
ている。反射材7は横断面形状を三角形に形成されると
ともに、領域Sすなわち端板8とほぼ同じ水深にわたる
深さ寸法をそなえ、三角形の頂面が外方(領域Sの入口
側)に向かうように、主堤体1の前縁1aに取付けられ
ている。Next, a second embodiment will be described with reference to FIGS. In the low-reflection floating breakwater according to the second embodiment, a reflection material is provided on the front edge 1a of the main levee body 1 as a reflection surface of each region S in the low-reflection floating breakwater according to the first embodiment. 7 is attached. The reflector 7 has a triangular cross-sectional shape, and has a depth dimension substantially equal to the water depth of the region S, that is, the end plate 8, so that the top surface of the triangle is directed outward (toward the entrance of the region S). The main bank 1 is attached to the front edge 1a.
【0018】上述の構成により、この第2実施例の低反
射型浮消波堤では、波方向2で消波堤のガイド板6に挟
まれた領域Sに進入してくる入射波5は、反射材7によ
って反射されて波方向を変更されて、図5の波の経路9
が示すように、波はガイド板6の間で反射を繰り返す。
そして反射を繰り返す間に、第1実施例の場合と同様に
波が乱され、波のエネルギーが消耗され、反射波として
波方向4の方向に消波堤から出て行く波は極めて小さく
なる。With the above structure, in the low-reflection floating breakwater of the second embodiment, the incident wave 5 entering the area S sandwiched between the guide plates 6 of the breakwater in the wave direction 2 is The wave direction is changed by being reflected by the reflector 7 and the wave path 9 of FIG.
As shown in the figure, the wave is repeatedly reflected between the guide plates 6.
While the reflection is repeated, the waves are disturbed as in the case of the first embodiment, the energy of the waves is consumed, and the waves that emerge from the breakwater in the direction of the wave direction 4 as reflected waves are extremely small.
【0019】さらに、図6により第3実施例を説明す
る。この第3実施例の低反射型浮消波堤では、上記の第
2実施例の低反射型浮消波堤において、各ガイド板6の
両表面の全面に、網状構造物10が張り付けられている。
網状構造物10は、反射材7で反射された波を崩す作用を
そなえているため、この第3実施例の低反射型浮消波堤
では波エネルギーの消耗がより円滑に行なわれることに
なって、波方向4の方向に消波堤から出て行く波を極め
て小さくすることができる。Further, a third embodiment will be described with reference to FIG. In the low-reflection floating breakwater according to the third embodiment, a net-like structure 10 is attached to the entire surface of both surfaces of each guide plate 6 in the low-reflection floating breakwater according to the second embodiment. I have.
Since the net-like structure 10 has an action of breaking the waves reflected by the reflector 7, the wave energy is more smoothly consumed in the low reflection type floating breakwater of the third embodiment. As a result, the waves coming out of the breakwater in the wave direction 4 can be made extremely small.
【0020】また、第2実施例の低反射型浮消波堤にお
いて、各ガイド板6を、多数小孔を形成した多孔板で構
成することにより、ガイド板での反射波を崩すことがで
き、第3実施例の場合とほぼ同様の作用効果を得ること
ができる。In the low-reflection floating breakwater of the second embodiment, by forming each guide plate 6 with a perforated plate having a large number of small holes, it is possible to break the reflected wave from the guide plate. In this case, substantially the same operation and effect as those of the third embodiment can be obtained.
【0021】[0021]
【発明の効果】以上詳述したように、本発明の低反射型
浮消波堤によれば、次のような効果が得られる。 (1) 入射波の到来に際し、入射波を複数のガイド板およ
び端板で囲まれた領域内に進入させ、この領域内で反射
を繰り返させて波のエネルギーを消耗,散逸させること
ができ、また上記領域で下方への流動を生じさせるの
で、反射波の発生を大幅に抑制できる。 (2) 三角形断面を有する反射材や網状構造物を取付けた
り、ガイド板に多数の小孔を形成したりすることによ
り、上記領域内での波のエネルギーの消耗を促進させる
ことができ、反射波の発生を極めて小さくできる。 (3) 上記(1),(2)により、反射波と入射波との干渉によ
る海面の乱れを抑制して、付近を航行する小型船への悪
影響を無くすことができ、浮消波堤が消波構造物として
広く利用できるようになる。As described above, according to the low-reflection type floating breakwater of the present invention, the following effects can be obtained. (1) Upon arrival of the incident wave, Oyo plurality of guide plates incident wave
Is advanced in a region surrounded by the fine end plate, by repeated reflections in this region consumes energy of the wave, it is possible to dissipate, also Runode cause flow downward in the region, the reflected wave Can be greatly suppressed. (2) or fitted with reflective material or net-like structure having a triangular cross-section, by or forming many small holes in the guide plate, it is possible to promote the consumption of energy of the wave in the region, the reflection Wave generation can be extremely small. (3) By the above (1) and (2), it is possible to suppress the disturbance of the sea surface due to the interference between the reflected wave and the incident wave, and to eliminate the adverse effect on small vessels navigating in the vicinity. It can be widely used as a wave-dissipating structure.
【図1】本発明の第1実施例としての低反射型浮消波堤
の平面図。FIG. 1 is a plan view of a low-reflection floating breakwater as a first embodiment of the present invention.
【図2】図1のA−A矢視断面図。FIG. 2 is a sectional view taken along the line AA of FIG. 1;
【図3】本発明の第2実施例としての低反射型浮消波堤
の平面図。FIG. 3 is a plan view of a low-reflection floating breakwater according to a second embodiment of the present invention.
【図4】図3のB−B矢視断面図。FIG. 4 is a sectional view taken along the line BB of FIG. 3;
【図5】同要部拡大平面図。FIG. 5 is an enlarged plan view of the main part.
【図6】本発明の第3実施例としての低反射型浮消波堤
の平面図。FIG. 6 is a plan view of a low-reflection floating breakwater according to a third embodiment of the present invention.
【図7】従来の浮消波堤の平面図。FIG. 7 is a plan view of a conventional floating breakwater.
【図8】図7のC−C矢視断面図。FIG. 8 is a sectional view taken along the line CC of FIG. 7;
1 主堤体 1a 前縁 2,4 波方向 5 入射波 6 ガイド板 7 反射材 8 端板 9 波の経路 10 網状構造物 S ガイド板で挟まれた領域 W 水面 DESCRIPTION OF SYMBOLS 1 Main embankment body 1a Front edge 2, 4 Wave direction 5 Incident wave 6 Guide plate 7 Reflector 8 End plate 9 Wave path 10 Network structure S Area sandwiched by guide plate W Water surface
フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02B 3/06 Continuation of front page (58) Field surveyed (Int.Cl. 7 , DB name) E02B 3/06
Claims (4)
段をそなえた浮体としての主堤体をそなえ、同主堤体の
前縁に、複数のガイド板が互いに間隔をあけて突設され
て、同ガイド板の上端面が海面より上方へ突出するとと
もに、同ガイド板の下端部が上記主堤体の底面にほぼ近
い位置に至る深さ方向の寸法をそなえ、同各ガイド板の
先端部に、端板が、互いに隣接する端板との間に間隔を
形成して取付けられていることを特徴とする、低反射型
浮消波堤。1. A floating breakwater comprising a main levee body as a floating body having means for mooring to a water bottom, and a plurality of guide plates projecting from a front edge of the main levee body at intervals. Is
The upper end surface of the guide plate protrudes above the sea surface , and the lower end portion of the guide plate is substantially close to the bottom surface of the main levee body.
Includes a depth dimension extending in a position had the tip portions of the respective guide plates, end plates, characterized in that attached to form a gap between the adjacent end plates to each other, low Reflective floating breakwater.
いて、上記各ガイド板で挟まれた領域における上記主堤
体の前縁に、断面形状を三角形に形成された反射材がそ
の山形部を外方に突出するように取付けられていること
を特徴とする、低反射型浮消波堤。2. The low-reflection floating breakwater according to claim 1, wherein a reflection material having a triangular cross-sectional shape is formed at a front edge of the main levee body in a region sandwiched between the guide plates. A low-reflection floating breakwater characterized by being mounted so that its chevron is projected outward.
いて、上記各ガイド板に多数の小孔が形成されているこ
とを特徴とする、低反射型浮消波堤。3. The low-reflection floating breakwater according to claim 2, wherein a large number of small holes are formed in each of the guide plates.
いて、上記各ガイド板の両表面に、網状構造物が取付け
られていることを特徴とする、低反射型浮消波堤。4. The low-reflection type floating breakwater according to claim 2, wherein a net-like structure is attached to both surfaces of each of the guide plates. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP31402194A JP3294028B2 (en) | 1994-11-24 | 1994-11-24 | Low reflection type floating breakwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP31402194A JP3294028B2 (en) | 1994-11-24 | 1994-11-24 | Low reflection type floating breakwater |
Publications (2)
Publication Number | Publication Date |
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JPH08144238A JPH08144238A (en) | 1996-06-04 |
JP3294028B2 true JP3294028B2 (en) | 2002-06-17 |
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ID=18048256
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JP31402194A Expired - Fee Related JP3294028B2 (en) | 1994-11-24 | 1994-11-24 | Low reflection type floating breakwater |
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Publication number | Priority date | Publication date | Assignee | Title |
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JP2003034289A (en) * | 2001-07-19 | 2003-02-04 | Mitsubishi Heavy Ind Ltd | Floating body reduced in rolling |
JP2003096742A (en) * | 2001-09-20 | 2003-04-03 | Ishikawajima Harima Heavy Ind Co Ltd | Sea-water crossflow breakwater caisson |
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1994
- 1994-11-24 JP JP31402194A patent/JP3294028B2/en not_active Expired - Fee Related
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JPH08144238A (en) | 1996-06-04 |
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