JP2022035101A - Floating type sand beach growing unit and sand beach growing device using therewith - Google Patents

Floating type sand beach growing unit and sand beach growing device using therewith Download PDF

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JP2022035101A
JP2022035101A JP2020139190A JP2020139190A JP2022035101A JP 2022035101 A JP2022035101 A JP 2022035101A JP 2020139190 A JP2020139190 A JP 2020139190A JP 2020139190 A JP2020139190 A JP 2020139190A JP 2022035101 A JP2022035101 A JP 2022035101A
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floating
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JP7128487B2 (en
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銀二郎 恩田
Ginjiro Onda
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    • 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
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Abstract

To provide a floating type sand beach growing unit relatively easily constructible at low cost, surely and effectively exhibiting wave-dissipating action to effectively prevent damages by tsunami or tidal wave, and at the same time, contributing to growth of the sand beach.SOLUTION: A floating type sand beach growing unit is composed of a floating body 1 having an offshore side end part 2 directed to the off-shore side and a land side end part 3 directed to the land side and rocking following to the vertical movement of waves by the pivoted offshore side end part 2, a stand 4 erected in relatively shallow water of a coast part and pivoting the offshore side end part 2, and a receiving base 5 receiving the land side end part 3 of the floating body 1 and prevented in being buried into the seabed. The floating body is formed of multiple hollow pipes 6, the offshore side end part 2 of the hollow pipes 6 is pivoted at the stand 4 via a fixed frame 16, and intermediate parts of the pipes are connected by a wave receiving crosspiece 7.SELECTED DRAWING: Figure 1

Description

本発明は浮遊式砂浜育成ユニット及びそれを用いた砂浜育成装置に関するものであり、より詳細には、海や河川の水中に設置されて波力を抑制し、以て、砂浜育成機能を発揮する浮遊式砂浜育成ユニット及びそれを用いた砂浜育成装置に関するものである。 The present invention relates to a floating sand beach growing unit and a beach growing device using the same, and more specifically, it is installed in the water of the sea or a river to suppress wave force, thereby exhibiting a beach growing function. It relates to a floating beach growing unit and a beach growing device using it.

従来より、津波や高波等による被害を防止するために、沿岸部の比較的浅瀬に設置される消波装置が種々考えられている。しかし、従来提案されていた消波装置は、その構造上それ自体高価となるだけでなく、設置にも手間がかかり、トータルコストが嵩む欠点があった。この欠点を解消するために本発明者は、単純な構造で、装置自体のコスト及び設置コストが比較的低廉で、しかも有効な消波効果を有する消波方法及び消波装置を開示した(特許第3609052号)。 Conventionally, various wave-dissipating devices installed in relatively shallow waters along the coast have been considered in order to prevent damage caused by tsunamis and high waves. However, the wave-dissipating device that has been proposed in the past is not only expensive in itself due to its structure, but also has a drawback that it takes time and effort to install and the total cost increases. In order to eliminate this drawback, the present inventor has disclosed a wave-dissipating method and a wave-dissipating device having a simple structure, relatively low cost and installation cost of the device itself, and having an effective wave-dissipating effect (patented). No. 3609052).

その発明に係る消波装置は、長さ方向に伸びる開口側面を有する断面C字形状の消波体を1又は複数、開口側面を波の進行方向に向け且つ波の進行方向に対して傾けて、沿岸部の比較的浅瀬の水中に設置して成り、波が消波体の沖側端部に当たった際に消波体の前記沖側端部内と陸側端部内との間に生ずる水流圧力差により、消波体内に流れが生ずることを可能にしたものである。 The wave-dissipating device according to the present invention has one or more wave-dissipating bodies having a C-shaped cross section having an opening side surface extending in the length direction, and the opening side surface is directed in the traveling direction of the wave and tilted with respect to the traveling direction of the wave. It is installed in the relatively shallow water of the coastal area, and when a wave hits the offshore end of the wave-dissipating body, the water flow generated between the offshore end and the land-side end of the wave-dissipating body. The pressure difference makes it possible for a flow to occur inside the wave-dissipating body.

しかし、この消波装置の場合は、従来の装置よりも低廉ではあるが、固定杭を含む消波体自体のコスト及びその設置工事のためのコストが嵩むため、よりコストを抑えた消波装置の出現が切望されていた。また、その消波装置の場合、設置時に消波体間に大きな隙間ができ、その隙間から波が抜け、その抜けた波が消波作用を不十分なものとするおそれもある。 However, although this wave-dissipating device is cheaper than the conventional device, the cost of the wave-dissipating body itself including the fixed pile and the cost for its installation work are high, so that the cost of the wave-dissipating device is further reduced. Was longing for the appearance of. Further, in the case of the wave-dissipating device, a large gap may be formed between the wave-dissipating bodies at the time of installation, and a wave may escape from the gap, and the wave that has escaped may make the wave-dissipating action insufficient.

そこで本発明者は、沖側に向けられる沖側端部と前記沖側端部よりも大きな浮力を有していて陸側に向けられる陸側端部とを有していて、前記沖側端部が枢支されることにより波の上下動に追随して揺動する浮動体と、沿岸部の比較的浅瀬の水中に立設されて前記沖側端部を枢支するスタンドと、前記陸側端部の受け手段とから成る消波体を複数、適宜間隔置きに横並びにし、且つ、波の進行方向に対して水平方向に傾斜するように設置して成り、前記浮動体は、その沖側端部が、前記スタンドによって小潮の干潮時に水平状態となるように枢支され、また、その陸側端部が、前記陸側端部受け手段によって大潮の干潮時において水位以上となるように保持されることによりその海底埋没が防止されることを特徴とする浮遊式砂浜育成ユニットを提案した(特許第5665820号)。 Therefore, the present inventor has an offshore end portion that is directed to the offshore side and a land side end portion that has a larger buoyancy than the offshore end portion and is directed to the land side, and the offshore end portion. A floating body that swings following the vertical movement of waves due to its pivotal support, a stand that stands in the water of relatively shallow water in the coastal area and pivotally supports the offshore end, and the land. A plurality of wave-dissipating bodies consisting of receiving means at the side ends are installed side by side at appropriate intervals and inclined in the horizontal direction with respect to the traveling direction of the wave, and the floating body is offshore of the wave-dissipating body. The side end is pivotally supported by the stand so as to be horizontal at low tide, and the land end is above the water level at low tide by the land receiving means. We have proposed a floating sand beach growing unit characterized by being held to prevent its burial on the seabed (Patent No. 5665822).

特許第3609052号Patent No. 3609052 特許第5665820号Patent No. 5665820

この提案に係る浮遊式砂浜育成ユニットの場合、期待通りの砂浜育成効果を発揮し、成果を上げているが、その装置の場合、浮動体として、主に竹又は笹を多数本束ねたものが用いられていたため、破損しやすく、波に対する抵抗が低下しやすいという問題があった。 In the case of the floating sand beach growing unit related to this proposal, the expected sand beach growing effect has been achieved and the results have been achieved, but in the case of the device, a large number of bamboo or bamboo grass are mainly bundled as a floating body. Since it was used, there was a problem that it was easily damaged and its resistance to waves was easily reduced.

そこで本発明は、シンプル且つ堅牢な構成であって、耐久性に富み、波に呼応して揺動しつつ、波に対して強い抵抗力を発揮することで消波効果を奏し、以て、波勢によって海底が抉られることを防止すると共に、砂浜を育成することができる浮遊式砂浜育成ユニット及びそれを用いた砂浜育成装置を提供することを課題とする。 Therefore, the present invention has a simple and robust configuration, is highly durable, swings in response to waves, and exerts a strong resistance to waves to exert a wave-dissipating effect. It is an object of the present invention to provide a floating beach growing unit capable of growing a beach and a beach growing device using the floating beach growing unit while preventing the seabed from being scooped out by waves.

上記課題を解決するための請求項1に記載の発明は、沖側に向けられる沖側端部と陸側に向けられる陸側端部とを有していて、前記沖側端部が枢支されることにより海面の上下動に呼応して揺動する浮動体と、沿岸部の比較的浅瀬の水中に立設されて前記沖側端部を枢支するスタンドと、前記浮動体の前記陸側端部の下側に設置されて、前記浮動体の前記陸側端部を受けてその海底埋没を防止する受け台とから成り、
前記浮動体は複数本の中空パイプによって構成され、前記中空パイプ群は、その沖側端部が固定フレームを介して前記スタンドにおいて枢支され、中間部が波受け桟によって連結され、
前記波受け桟は、沖側に傾斜する状態で上半部が前記中空パイプ群の上側に露出し、下半部がその下側に露出することを特徴とする浮遊式砂浜育成ユニットである。
The invention according to claim 1 for solving the above-mentioned problems has an offshore end portion facing offshore and a land side end facing land, and the offshore end portion is a pivotal support. A floating body that swings in response to the vertical movement of the sea surface, a stand that stands in the water of relatively shallow water in the coastal area and pivotally supports the offshore end, and the land of the floating body. It consists of a pedestal that is installed below the side end and receives the land side end of the float and prevents its submarine burial.
The floating body is composed of a plurality of hollow pipes, the offshore end of the hollow pipe group is pivotally supported by the stand via a fixed frame, and the intermediate portion is connected by a wave receiving rail.
The wave receiving rail is a floating sand beach growing unit characterized in that the upper half is exposed to the upper side of the hollow pipe group and the lower half is exposed to the lower side in a state of being inclined to the offshore side.

一実施形態においては、前記固定フレームの沖側端部に錘材が取り付けられる。また、前記中空パイプは長さが10mほどのFRPコンポーズパイプとされる。 In one embodiment, a weight member is attached to the offshore end of the fixed frame. Further, the hollow pipe is an FRP compose pipe having a length of about 10 m.

一実施形態においては、前記波受け桟の上面は曲面にされる。 In one embodiment, the upper surface of the wave receiving rail is curved.

一実施形態においては、前記スタンドは、前記浮動体の上方への回動端の規制手段を備える。 In one embodiment, the stand comprises means of regulating the upward rotating end of the floating body.

上記課題を解決するための請求項6に記載の発明は、請求項1乃至5のいずれかに記載の浮遊式砂浜育成ユニットを複数、波の進行方向に対して傾斜させ、且つ、前記各ユニットの末端が直線状になるようにして適宜間隔置きに配設して成る浮遊式砂浜育成装置である。 The invention according to claim 6 for solving the above problems is to tilt a plurality of floating beach growing units according to any one of claims 1 to 5 with respect to the traveling direction of a wave, and to incline each unit. It is a floating sand beach growing device that is arranged at appropriate intervals so that the ends of the beaches are linear.

本発明は上記のとおりのものであり、シンプル且つ堅牢な構成であって、耐久性に富み、波に呼応して揺動起立しつつ、波に対して強い抵抗力を発揮することで消波効果を奏し、以て、波勢によって海底が抉られることを防止すると共に、砂浜を育成することができる効果がある。 The present invention is as described above, has a simple and robust configuration, is highly durable, swings and stands in response to waves, and exerts strong resistance to waves to extinguish waves. It has the effect of preventing the seabed from being scooped out by the waves and growing sandy beaches.

本発明に係る浮遊式砂浜育成ユニットの設置状態を示す側面図である。It is a side view which shows the installation state of the floating type sand beach cultivation unit which concerns on this invention. 本発明に係る浮遊式砂浜育成ユニットの平面図である。It is a top view of the floating type sand beach cultivation unit which concerns on this invention. 本発明に係る浮遊式砂浜育成ユニットにおける波受け桟を示す側面図である。It is a side view which shows the wave receiving rail in the floating type sand beach cultivation unit which concerns on this invention. 図3におけるE-E視図及びF-F視図である。3A is an EE view and an EF view is shown in FIG. 図1におけるA-A視側面図である。It is a side view of AA in FIG. 本発明に係る浮遊式砂浜育成ユニットにおける固定フレームを示す平面図及びD-D線断面拡大図である。It is a plan view which shows the fixed frame in the floating type sand beach growing unit which concerns on this invention, and is the DD line sectional view enlarged view. 本発明に係る浮遊式砂浜育成ユニットにおける押さえ枠を示すC-C視断面図及び斜視図である。FIG. 3 is a cross-sectional view taken along the line CC and a perspective view showing a holding frame in the floating sand beach growing unit according to the present invention. 本発明に係る浮遊式砂浜育成装置の設置状態を示す図である。It is a figure which shows the installation state of the floating type sand beach growing apparatus which concerns on this invention. 本発明に係る浮遊式砂浜育成装置の作用を示す図である。It is a figure which shows the operation of the floating type sand beach growing apparatus which concerns on this invention.

台風等の低気圧の影響で海面が上昇して波が高くなると、海底に所謂底荒れが起こって海底の砂が舞い上がり、舞い上がった砂は潮流に乗って陸側に運ばれる。しかし、陸側に運ばれた砂は、沖側への流れ、特に離岸流によって再び沖側に戻されてしまう。そのため、離岸流によって砂浜が削られることはあっても、育成されることはない。この離岸流は、波によって海水が沖から海岸に打ち寄せられて、海岸に貯まった海水が沖へ戻ろうとして起こるので、波を押さえれば離岸流が弱くなり、その結果、潮流に乗って陸側に運ばれてきた砂がよどみ、次第に堆積してくるので、砂浜を育成することができることになる。 When the sea level rises and the waves rise due to the influence of low pressure such as typhoons, so-called bottom roughness occurs and the sand on the seabed rises, and the sand that rises is carried to the land side by the tidal current. However, the sand carried to the land side is returned to the offshore side again by the flow to the offshore side, especially the rip current. Therefore, even if the sandy beach is scraped by the rip current, it will not be cultivated. This rip current occurs when the waves push seawater from offshore to the shore and the seawater stored on the shore tries to return to the shore. The sand carried to the land side will stagnate and gradually accumulate, so it will be possible to grow sandy beaches.

本発明者は、以上のような自然の摂理の理解の下に本発明を完成させたものである。以下に、本発明の実施の形態を、添付図面に依拠して説明する。本発明に係る浮遊式砂浜育成ユニットは、図1乃至図3に示されるように、海中設置時に沖側に向けられる沖側端部2と陸側に向けられる陸側端部3とを有していて、沖側端部2付近が枢支されることにより海面の上下動に呼応して揺動する浮動体1と、沿岸部の比較的浅瀬の水中に立設されて浮動体1の沖側端部2を枢支するスタンド4と、浮動体1の陸側端部3の下側に設置されて、浮動体1の陸側端部3を受けてその海底埋没を防止する受け台5とから成る(図1)。 The present inventor has completed the present invention based on the above understanding of the providence of nature. Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. As shown in FIGS. 1 to 3, the floating sand beach growing unit according to the present invention has an offshore end portion 2 directed to the offshore side and a land side end portion 3 directed to the land side when installed in the sea. The floating body 1 that swings in response to the vertical movement of the sea surface due to the pivotal support near the offshore end 2 and the floating body 1 that is erected in the relatively shallow water of the coastal area and offshore. A stand 4 that pivotally supports the side end portion 2 and a pedestal 5 that is installed below the land side end portion 3 of the floating body 1 to receive the land side end portion 3 of the floating body 1 and prevent its submarine burial. It consists of (Fig. 1).

浮動体1は、沖側端部2付近がスタンド4において枢支され、中間部が波受け桟7によって連結された複数本の中空パイプ6で構成される(図2)。中空パイプ6としては、例えば、長さ10mほどの軽量で海水による腐食の心配がないFRPコンポーズパイプを用いることが推奨される。この中空パイプ6を、適宜間隔置きに5~10本並置する(図示した例では6本)。 The floating body 1 is composed of a plurality of hollow pipes 6 in which the vicinity of the offshore end portion 2 is pivotally supported by the stand 4 and the intermediate portion is connected by the wave receiving rail 7 (FIG. 2). As the hollow pipe 6, it is recommended to use, for example, an FRP compose pipe having a length of about 10 m, which is lightweight and does not have to be corroded by seawater. 5 to 10 hollow pipes 6 are juxtaposed at appropriate intervals (6 in the illustrated example).

波受け桟7は、断面が扁平なかまぼこ型の横長材で、沖側に傾く状態で中空パイプ6群を取りまとめるように取り付けられ、複数の中空パイプ6を一体化してその浮遊動作を安定させる。波受け桟7は、例えば図3,4に示されるように、その中間部に、中空パイプ6を挿通するための挿通孔8を、中空パイプ6の数分斜め向きに貫設したものである。 The wave receiving rail 7 is a horizontally long semi-cylindrical material having a flat cross section, and is attached so as to gather a group of hollow pipes 6 in a state of being inclined to the offshore side, and a plurality of hollow pipes 6 are integrated to stabilize the floating operation. As shown in FIGS. 3 and 4, for example, the wave receiving rail 7 has an insertion hole 8 for inserting the hollow pipe 6 inserted diagonally by several minutes of the hollow pipe 6 in the intermediate portion thereof. ..

波受け桟7の中空パイプ6群に対する固定方法は任意であるが、例えば、波受け桟7の裏面にボルト止めされるベース板9と、中空パイプ6の外径に対応する間隔でベース板9に固定される一対の折曲された挟持板10,11から成る固定手段を用いることができる。この固定手段を用いる場合、各中空パイプ6を、上下の挟持板10,11間を通して挿通孔8内に挿通し、そのまま所定位置までずらし動かした後、上下の挟持板10,11を多数のボルト12により締着する(図3,4)。かくして波受け桟7は、沖側に傾斜する状態で上半部が中空パイプ6群の上側に露出し、下半部がその下側に露出することになる。 The method of fixing the wave receiving rail 7 to the hollow pipe 6 group is arbitrary, but for example, the base plate 9 bolted to the back surface of the wave receiving rail 7 and the base plate 9 at intervals corresponding to the outer diameter of the hollow pipe 6 A fixing means consisting of a pair of bent holding plates 10 and 11 fixed to the can be used. When this fixing means is used, each hollow pipe 6 is inserted into the insertion hole 8 through the upper and lower holding plates 10 and 11, and after being moved to a predetermined position as it is, the upper and lower holding plates 10 and 11 are connected to a large number of bolts. Tighten by 12 (FIGS. 3 and 4). Thus, the upper half of the wave receiving rail 7 is exposed to the upper side of the hollow pipe group 6 in a state of being inclined to the offshore side, and the lower half is exposed to the lower side thereof.

スタンド4は、100~200m沖合の比較的浅瀬の水中に立設されて、浮動体1の沖側端部2を枢支する。スタンド4は、例えば、一対の支柱14,14と横材15をH型に組んで構成され、支柱14,14が海底に立設される(図5)。そして、スタンド4の支柱14,14間に、浮動体1の沖側端部2を固定支持する固定フレーム16が、揺動可能に取り付けられる。そのために、例えば、固定フレーム16の側板に軸孔17が開けられ、そこに、支柱14,14に取り付けた短軸18が嵌入される(図6)。 The stand 4 is erected in relatively shallow water 100 to 200 m offshore and pivotally supports the offshore end 2 of the floating body 1. The stand 4 is configured, for example, by assembling a pair of columns 14, 14 and a cross member 15 in an H shape, and the columns 14, 14 are erected on the seabed (FIG. 5). Then, a fixed frame 16 that fixedly supports and supports the offshore end portion 2 of the floating body 1 is swingably attached between the columns 14 and 14 of the stand 4. For this purpose, for example, a shaft hole 17 is formed in the side plate of the fixed frame 16, and a short shaft 18 attached to the columns 14 and 14 is fitted therein (FIG. 6).

固定フレーム16は、浮動体1の沖側端部2を固定する四角形枠で、その上面の端部と中間部に、押さえ枠20を介して中空パイプ6群が固定される。押さえ枠20は、中空パイプ6の径に対応する半円形の切り欠き21を並設したアングル材で(図5,7)、上方から配置して各切り欠き21に中空パイプ6の上半部を嵌合した後、押さえ枠20を、ボルト22により固定フレーム16にボルト止めする。必要に応じ、固定フレーム16の裏面端部に、錘材23が取り付けられる(図6)。この錘材23は、後述するように、中空パイプ6群の立ち上がりを助ける役目を果たす。 The fixed frame 16 is a quadrangular frame for fixing the offshore end portion 2 of the floating body 1, and the hollow pipes 6 groups are fixed to the end portion and the intermediate portion of the upper surface thereof via the holding frame 20. The holding frame 20 is an angle material in which semi-circular notches 21 corresponding to the diameter of the hollow pipe 6 are arranged side by side (FIGS. 5 and 7), and the upper half of the hollow pipe 6 is arranged in each notch 21 from above. After fitting, the holding frame 20 is bolted to the fixed frame 16 by the bolt 22. If necessary, the weight member 23 is attached to the back end of the fixed frame 16 (FIG. 6). As will be described later, the weight member 23 serves to assist the rise of the hollow pipe 6 group.

スタンド4における浮動体1の枢支位置は、浮動体1が小潮の干潮時に水平状態となる高さ位置に設定される。この高さは、沖合からの漂砂通過高さ、並びに、離岸流通過時の海面の高さに対応するものであり、浮動体1の枢支位置高さをこのようにすることにより、各浮遊式砂浜育成ユニットが水面上に露見して海の景観が損なわれることが極力防止される。この高さ調整は、支柱14,14の短軸18の設置位置を変更し、あるいは、支柱14,14の埋設深さを変更することによって行うことができる。 The pivotal position of the floating body 1 on the stand 4 is set to a height position at which the floating body 1 becomes horizontal at low tide. This height corresponds to the height of longshore drift from offshore and the height of the sea surface when passing offshore current, and by making the height of the pivot position of the floating body 1 in this way, each floating It is prevented as much as possible that the type sand beach cultivation unit is exposed on the surface of the water and the seascape is spoiled. This height adjustment can be performed by changing the installation position of the short shaft 18 of the columns 14, 14 or changing the burial depth of the columns 14, 14.

好ましい実施形態においては、スタンド4に、浮動体1の起立角度を規制して反転を防止するストッパー25が設けられる。例えば、ストッパー25は、固定フレーム16の下側の支柱14、14に、内向きに突設される(図1,5参照)。この場合浮動体1は、垂直状態に回動起立した際に、固定フレーム16がストッパー25に当たることにより、それ以上の回動が阻止される。 In a preferred embodiment, the stand 4 is provided with a stopper 25 that regulates the standing angle of the floating body 1 to prevent inversion. For example, the stopper 25 is projected inward from the columns 14 and 14 on the lower side of the fixed frame 16 (see FIGS. 1 and 5). In this case, when the floating body 1 rotates and stands up in a vertical state, the fixed frame 16 hits the stopper 25, so that further rotation is prevented.

また、浮動体1の陸側端部3の下側に、浮動体1の陸側部分を受けてその海底埋没を防止する受け台5が設置される。受け台5は、浮動体1の横幅より長い長さの倒コ字状のもので、その高さは、浮動体1の沖側端部2の枢支位置高さとほぼ同じにされ、浮動体1を大潮の干潮時における水位以上に保持する(図1)。その場合、浮動体1が受け台5によって受け止められることにより、常に浮動体1と海底間に、離岸流の通過を許容する空間が確保されるため、漂砂が陸地側へと運ばれる一方、離岸流は、浮動体1によって何ら妨げられることなく沖に流れる。 Further, on the lower side of the land side end portion 3 of the floating body 1, a cradle 5 for receiving the land side portion of the floating body 1 and preventing its burial on the seabed is installed. The pedestal 5 is an inverted U-shaped object having a length longer than the width of the floating body 1, and its height is almost the same as the pivot position height of the offshore end portion 2 of the floating body 1, and the floating body 5 is formed. Keep 1 above the water level at low tide of spring tide (Fig. 1). In that case, since the floating body 1 is received by the cradle 5, a space that allows the passage of the rip current is always secured between the floating body 1 and the seabed, so that the drift sand is carried to the land side. The rip current flows offshore without any hindrance by the float 1.

この点について更に詳述すると、海底傾斜を経て浅瀬に到来した波は、離岸流となって沖側に戻るが、各浮遊式砂浜育成ユニットの陸側の波は、勢いが殺がれているために、離岸流として戻る際には、各浮動体1の下側に確保される空間を静かに通過していく。ここでこのような空間が確保されていないと、そこにおいて離岸流が堰き止められて付近に渦巻流が発生し、海底の砂が浸食されていくことになり、砂浜の育成が困難となる。 To elaborate on this point in more detail, the waves that arrived in the shallows after the seafloor slope became rip currents and returned to the offshore side, but the waves on the land side of each floating sand beach cultivation unit lost their momentum. Therefore, when returning as a rip current, it quietly passes through the space secured under each floating body 1. If such a space is not secured here, the rip current will be blocked there, a swirl flow will occur in the vicinity, and the sand on the seabed will be eroded, making it difficult to grow sandy beaches. ..

更に浮動体1は、受け台5によって受け止められて海底埋没することが防止されることで、海底埋没に伴って海藻、貝類、漂着物等が絡み付き、その重みで浮上不可となって消波効果が薄れることが確実に防止される。また、受け台5が浮動体1を大潮の干潮時における水位以上に保持する高さに設置されるため、浮動体2の陸側端部3は、大潮の干潮時において海面上に晒されることになる。かくして、陸側端部3に絡み付いた海藻や貝類は(海底埋没時ほどではないが、浮遊する海藻等が多少絡み付く。)、乾燥して風によって吹き飛ばされるために、浮動体1の浮力が保持される。 Further, the floating body 1 is received by the cradle 5 and prevented from being buried in the seabed, so that seaweeds, shellfish, wreckage, etc. are entangled with the seabed burial, and the weight of the floating body 1 makes it impossible to ascend and has a wave-dissipating effect. Is surely prevented from fading. Further, since the cradle 5 is installed at a height that holds the floating body 1 above the water level at the low tide of the spring tide, the land side end portion 3 of the floating body 2 is exposed to the sea surface at the low tide of the spring tide. become. Thus, the seaweeds and shellfish entwined with the land side end 3 (although not as much as when buried in the seabed, some floating seaweeds and the like are entwined) are dried and blown away by the wind, so that the buoyancy of the floating body 1 is maintained. Will be done.

本発明に係る浮遊式砂浜育成装置は、上記構成の浮遊式砂浜育成ユニットを多数、それぞれ波の進行方向に対して、例えば、20~45度程度水平方向に傾斜するようにし、且つ、各ユニットの末端が直線状になるようにして適宜間隔置きに配設される(図8,9参照)。その設置位置は、沿岸部の沖合100~200mの水中で、深場と浅場の境の白波の立つ個所が好適である。なお、波の進行方向は、その海岸の海底地形等によって定まるものである。 The floating beach growing device according to the present invention has a large number of floating beach growing units having the above configuration, each of which is tilted horizontally by, for example, about 20 to 45 degrees with respect to the traveling direction of the wave, and each unit. Are arranged at appropriate intervals so that the ends of the above are linear (see FIGS. 8 and 9). The installation position is preferably a place where white waves stand on the boundary between deep and shallow areas in water 100 to 200 m offshore of the coast. The traveling direction of the wave is determined by the seafloor topography of the coast.

本発明に係る浮遊式砂浜育成ユニットを上記のようにして設置することにより、消波効果と同時に砂浜育成効果が得られる。即ち、各浮遊式砂浜育成ユニットに向かって到来する入射波w1は、各浮遊式砂浜育成ユニットに当たり、一部は該装置を通り抜けることで分散消波され、また、一部は約90度屈折して反射波w2となる(図9参照)。 By installing the floating sand beach growing unit according to the present invention as described above, a sand beach growing effect can be obtained at the same time as a wave-dissipating effect. That is, the incident wave w1 arriving toward each floating beach growing unit hits each floating beach growing unit, and a part of the incident wave is dispersed and extinguished by passing through the device, and a part of the wave is refracted by about 90 degrees. It becomes the reflected wave w2 (see FIG. 9).

しかるに、各浮遊式砂浜育成ユニットは、それぞれ波の進行方向に対して、例えば、20~45度程度水平方向に傾斜するように設置され、且つ、各ユニットの末端が直線状になるようにして設置されるために、入射波w1は、1つの浮遊式砂浜育成ユニットに対し、その全幅に亘って同時に当たる訳ではなく、一番沖側に位置する浮遊式砂浜育成ユニットに当たる時間(一番早い)と、一番陸側に位置する浮遊式砂浜育成ユニットに当たる時間(一番遅い)とに時間差ができる。即ち、入射波w1から反射波w2となる屈折部が、波の進行方向に対して傾斜している各ユニットに沿って移動していくことになり、その過程において消波作用が起こる。 However, each floating beach growing unit is installed so as to incline in the horizontal direction, for example, about 20 to 45 degrees with respect to the traveling direction of the wave, and the end of each unit is linear. In order to be installed, the incident wave w1 does not hit one floating beach growing unit at the same time over the entire width, but the time to hit the floating beach growing unit located on the most offshore side (earliest). ) And the time (latest) to hit the floating sand beach growing unit located on the most land side. That is, the refracting portion from the incident wave w1 to the reflected wave w2 moves along each unit inclined with respect to the traveling direction of the wave, and a wave-dissipating action occurs in the process.

上述したように入射波w1は、各浮遊式砂浜育成ユニットに当たり、その一部が、水流圧力の低い各ユニット間の隙間から陸地側に抜けるため、入射波w1は分散消波される。そして、この入射波w1の分散消波に伴い、浮遊式砂浜育成ユニットの陸側には、消波に伴う漂砂の淀み域が生じ、漂砂はそこに堆積していき、結果的に徐々に砂浜が育成されていくことになる。なお、浮動体1は、水位が上がればそれに追随して起立していくので、水位によって消波作用が失われることはない。 As described above, the incident wave w1 hits each floating sand beach growing unit, and a part of the incident wave w1 passes through the gap between the units having a low water flow pressure to the land side, so that the incident wave w1 is dispersed and extinguished. Then, along with the dispersed wave extinguishing of the incident wave w1, a stagnation area of drift sand due to the wave extinguishing occurs on the land side of the floating sand beach growing unit, and the drift sand accumulates there, and as a result, the beach gradually becomes sandy. Will be nurtured. Since the floating body 1 stands up following the rise in the water level, the wave-dissipating action is not lost depending on the water level.

特に、本発明に係る浮遊式砂浜育成ユニットの場合は、浮動体1の中間部に波受け桟7が存在し、この波受け桟7の浮動体1より下に露出している部分が、浮動体1の下側に到来する入射波w1を消波し、その際に入射波w1からの上昇力を受けて、沖側端部2が枢支されている浮動体1の揺動起立を促進する。また、波受け桟7はやや扁平なかまぼこ状で上面が曲面のため、その上を流れる波によって揚力が生ずるので、この揚力によっても起立が促進される。これに加えて更に、錘材23の作用で起立が助長されるので、浮動体1は、水位の上昇に呼応して確実に揺動起立して消波機能を発揮し続ける。 In particular, in the case of the floating sand beach growing unit according to the present invention, the wave receiving bar 7 exists in the middle portion of the floating body 1, and the portion exposed below the floating body 1 of the wave receiving bar 7 floats. The incident wave w1 coming to the lower side of the body 1 is extinguished, and at that time, the ascending force from the incident wave w1 is received to promote the swinging upright of the floating body 1 to which the offshore end portion 2 is pivotally supported. do. Further, since the wave receiving rail 7 has a slightly flattened semi-cylindrical shape and a curved upper surface, lift is generated by the waves flowing on the wave receiving rail 7, and the lift is also promoted. In addition to this, since the standing up is promoted by the action of the weight member 23, the floating body 1 surely swings upright in response to the rise in the water level and continues to exert the wave-dissipating function.

なお、海底の深場から浅場に至る傾斜面に当たった海水は、その傾斜面に沿って斜め上方に上昇する上昇波となる。波受け桟7はこの上昇波を下側から受けるので、浮動体1の揺動起立がより促進され、浮動体1は上方に回動しつつ、抵抗となって消波するよう作用する。また、この上昇波が本装置の沖側において上昇し、浮動体1上に砕け落ちる場合にも、浮動体1の抵抗によって波勢が減衰することになる。なお、陸側に向かう入射波w1は、この上昇波の影響を受けることによっても衰勢する。 The seawater that hits the slope from the deep seabed to the shallow water becomes an ascending wave that rises diagonally upward along the slope. Since the wave receiving rail 7 receives this rising wave from the lower side, the swinging upright of the floating body 1 is further promoted, and the floating body 1 acts as a resistance to extinguish the wave while rotating upward. Further, even when this rising wave rises offshore of the present device and shatters onto the floating body 1, the wave force is attenuated by the resistance of the floating body 1. The incident wave w1 heading toward the land side is also weakened by being affected by this rising wave.

本発明に係る浮遊式砂浜育成ユニット及びそれを用いた砂浜育成装置は上記のとおりのものであり、シンプル且つ堅牢な構成であって、耐久性に富み、波に呼応して揺動起立しつつ、波に対して強い抵抗力を発揮することで消波効果を奏し、以て、波勢によって海底が抉られることを防止すると共に、砂浜を育成することができる効果のあるものであり、その産業上の利用可能性は大である。 The floating sand beach growing unit and the sand beach growing device using the floating sand beach growing unit according to the present invention are as described above, have a simple and robust configuration, are highly durable, and swing and stand in response to waves. By exerting a strong resistance to the waves, it exerts a wave-dissipating effect, which prevents the seabed from being scooped out by the waves and has the effect of nurturing sandy beaches. The industrial applicability is great.

1 浮動体
2 沖側端部
3 陸側端部
4 スタンド
5 受け台
6 中空パイプ
7 波受け桟
8 挿通孔
9 ベース板
10,11 挟持板
12 ボルト
14 支柱
15 横材
16 固定フレーム
17 軸孔
18 短軸
20 押さえ枠
23 錘材
25 ストッパー
1 Floating body
2 Offshore end 3 Land side end 4 Stand 5 Stake 6 Hollow pipe 7 Wave receiving rail 8 Insertion hole 9 Base plate 10, 11 Holding plate 12 Bolt 14 Strut 15 Cross member 16 Fixed frame 17 Shaft hole 18 Short shaft 20 Holding frame 23 Weight material 25 Stopper

Claims (6)

沖側に向けられる沖側端部と陸側に向けられる陸側端部とを有していて、前記沖側端部が枢支されることにより海面の上下動に呼応して揺動する浮動体と、沿岸部の比較的浅瀬の水中に立設されて前記沖側端部を枢支するスタンドと、前記浮動体の前記陸側端部の下側に設置されて、前記浮動体の前記陸側端部を受けてその海底埋没を防止する受け台とから成り、
前記浮動体は複数本の中空パイプによって構成され、前記中空パイプ群は、その沖側端部が固定フレームを介して前記スタンドにおいて枢支され、中間部が波受け桟によって連結され、
前記波受け桟は、沖側に傾斜する状態で上半部が前記中空パイプ群の上側に露出し、下半部がその下側に露出することを特徴とする浮遊式砂浜育成ユニット。
It has an offshore end facing the offshore side and a land side end facing the land side, and when the offshore end is pivotally supported, it floats in response to the vertical movement of the sea surface. The body, a stand that stands in the water of a relatively shallow coastal area and pivotally supports the offshore end, and a stand that is installed below the land end of the float and said that the float. It consists of a cradle that receives the land-side end and prevents its submarine burial.
The floating body is composed of a plurality of hollow pipes, the offshore end of the hollow pipe group is pivotally supported by the stand via a fixed frame, and the intermediate portion is connected by a wave receiving rail.
The wave receiving rail is a floating sand beach growing unit characterized in that the upper half is exposed to the upper side of the hollow pipe group and the lower half is exposed to the lower side in a state of being inclined to the offshore side.
前記固定フレームの沖側端部に錘材が取り付けられる、請求項1に記載の浮遊式砂浜育成ユニット。 The floating sandy beach growing unit according to claim 1, wherein a weight member is attached to the offshore end of the fixed frame. 前記中空パイプは長さが10mほどのFRPコンポーズパイプである、請求項1又は2に記載の浮遊式砂浜育成ユニット。 The floating sandy beach growing unit according to claim 1 or 2, wherein the hollow pipe is an FRP compose pipe having a length of about 10 m. 前記波受け桟の上面は曲面である、請求項1乃至3のいずれかに記載の浮遊式砂浜育成ユニット。 The floating sand beach growing unit according to any one of claims 1 to 3, wherein the upper surface of the wave receiving rail is a curved surface. 前記スタンドは、前記浮動体の上方への回動端の規制手段を備える、請求項1乃至4のいずれかに記載の浮遊式砂浜育成ユニット。 The floating sandy beach growing unit according to any one of claims 1 to 4, wherein the stand includes means for regulating an upward rotating end of the floating body. 請求項1乃至5のいずれかに記載の浮遊式砂浜育成ユニットを複数、波の進行方向に対して傾斜させ、且つ、前記各ユニットの末端が直線状になるようにして適宜間隔置きに配設して成る浮遊式砂浜育成装置。 A plurality of floating beach growing units according to any one of claims 1 to 5 are inclined with respect to the traveling direction of the wave, and the ends of the units are arranged at appropriate intervals so as to be linear. Floating sandy beach growing device.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49113428U (en) * 1973-01-17 1974-09-27
JPH04277213A (en) * 1991-03-06 1992-10-02 Kiyohiro Tajima Wave calming body and wave calming device using the same
JP2014058812A (en) * 2012-09-18 2014-04-03 Ginjiro Onda Floating-type sand beach rearing system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4277213B2 (en) 2004-10-28 2009-06-10 三菱マテリアル株式会社 Method of firing silver or silver alloy clay

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS49113428U (en) * 1973-01-17 1974-09-27
JPH04277213A (en) * 1991-03-06 1992-10-02 Kiyohiro Tajima Wave calming body and wave calming device using the same
JP2014058812A (en) * 2012-09-18 2014-04-03 Ginjiro Onda Floating-type sand beach rearing system

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