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JP5859327B2 - Undulating wave breaker - Google Patents

Undulating wave breaker Download PDF

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JP5859327B2
JP5859327B2 JP2012020405A JP2012020405A JP5859327B2 JP 5859327 B2 JP5859327 B2 JP 5859327B2 JP 2012020405 A JP2012020405 A JP 2012020405A JP 2012020405 A JP2012020405 A JP 2012020405A JP 5859327 B2 JP5859327 B2 JP 5859327B2
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door body
wave
water bottom
laying member
bottom laying
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JP2013159912A (en
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英明 半田
英明 半田
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株式会社丸島アクアシステム
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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
    • 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

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Description

本発明は、起伏式防波装置に関する。   The present invention relates to an undulating wavebreaker.

従来、防波提上に、略水平面に沿い歩廊として使用可能な倒伏姿勢と、上方に突出して波浪を防ぐ起立姿勢との間で、防波堤上に固定した回転支持部により起伏自在な防波板(ゲート)を設ける。そして、この防波板を倒伏姿勢と起立姿勢との間で起伏させる起伏駆動装置を設けた起伏式防波装置がある(特許文献1参照)。   Conventionally, a wave breaker plate that can be raised and lowered by a rotating support part fixed on the breakwater between a lying posture that can be used as a walkway along a substantially horizontal plane and a standing posture that protrudes upward to prevent waves. (Gate) is provided. And there exists a undulation type wave-proof device provided with the undulation drive device which raises and lowers this wave-breaking plate between a lying posture and an upright posture (refer to patent documents 1).

また、津波の進行を阻止しようとする地点の海底に軸水平に揺動できる揺動支持部(ヒンジ)を持つ基礎を設ける。そして、この基礎上の揺動支持部と組み合わせることで機能する揺動支持部(ヒンジ)を備える止水板(ゲート)を揺動支持部のある側を陸地側として配置する。さらに、止水板起立時の安定をはかる止水板起立姿勢保持機構(引き止めベルト等)を設けた津波防波堤がある(特許文献2参照)。   In addition, a foundation having a swinging support portion (hinge) that can swing horizontally in the axis is provided on the seabed at a point where the progress of the tsunami is to be prevented. And the water stop board (gate) provided with the rocking | fluctuation support part (hinge) which functions by combining with the rocking | fluctuation support part on this foundation is arrange | positioned by making the side with a rocking | fluctuation support part into a land side. Furthermore, there is a tsunami breakwater provided with a water stop plate standing posture holding mechanism (such as a retaining belt) that stabilizes the water stop plate when standing (see Patent Document 2).

特許文献1の起立式防波装置は、防波板を回転支持部(ヒンジ)で起伏自在に支持しているから、防波板側と防波堤側に複数個のヒンジ金具をそれぞれ取り付け、これら両金具を連結するヒンジ軸も必要とするので、ヒンジ構造が複雑で、部品点数も多くなるという問題がある。また、防波板の起伏を油圧シリンダ等の起伏駆動装置で行うから、装置コストが高くなり、停電時のバックアップ等も必要になるという問題がある。   Since the standing wave breaker of Patent Document 1 supports the wave breaker plate by a rotation support portion (hinge) so that it can be raised and lowered, a plurality of hinge fittings are respectively attached to the wave breaker side and the breakwater side. Since a hinge shaft for connecting both metal fittings is also required, there is a problem that the hinge structure is complicated and the number of parts increases. In addition, since the undulation of the wave preventing plate is performed by an undulation drive device such as a hydraulic cylinder, there is a problem that the cost of the device is increased and a backup at the time of a power failure is also required.

引用文献2の津波防波堤は、平常時には止水板が海底付近に倒伏し、津波到来時には、津波の波力で止水板が自動的に起立するから、引用文献1のような起伏駆動装置が不要である。しかし、止水板を揺動支持部(ヒンジ)で起伏自在に支持しているから、引用文献1と同様に、ヒンジ構造が複雑で、部品点数も多くなるという問題がある。また、津波水流が倒伏時の止水板下方に流入しやすくするために、止水板展開始動用基礎側突起で、止水板の仰角を保持する必要がある。この基礎側突起を省略するために、止水板の下面に隙間を形成して、津波水流を止水板下方に流入しやすくする技術が開示されているが、その構造上、押し波方向だけにしか対応できないという問題がある。   In the tsunami breakwater of Cited Reference 2, the waterstop plate falls near the seabed in normal times, and when the tsunami arrives, the waterstop plate automatically stands up due to the wave force of the tsunami. It is unnecessary. However, since the water stop plate is supported by the swing support portion (hinge) so as to be raised and lowered, there is a problem that the hinge structure is complicated and the number of parts is increased as in the case of the cited document 1. Moreover, in order to make it easy for the tsunami water flow to flow below the water stop plate at the time of lodging, it is necessary to maintain the elevation angle of the water stop plate by the base side protrusion for starting the water stop plate. In order to omit this foundation side protrusion, a technique is disclosed in which a gap is formed on the lower surface of the water stop plate to facilitate the flow of the tsunami water flow below the water stop plate. There is a problem that can only deal with.

このような問題を解消するために、本出願人は、扉体(ゲート)のヒンジ金具等を不要にして(ヒンジレス式)、部品点数が少ない簡単な支持構造とするとともに、押し波にも引き波にも対応可能な起伏式防波装置を提案した(特許文献3)。   In order to solve such a problem, the present applicant eliminates the need for a hinge fitting of the door body (gate) (hingeless type), makes a simple support structure with a small number of parts, and pulls even a push wave. An undulating wave breaker capable of handling waves was proposed (Patent Document 3).

かかる起伏式防波装置は、図16(a)(b)に示すように、略水平なフラット面である水底面2に対して略平行状態で倒れる倒伏位置Dと、水底面2に対して略垂直状態で起き上がる起立位置U1〔図17(a)(b)参照〕,U2〔図18(a)(b)参照〕とに揺動可能である扉体1を備えている。   As shown in FIGS. 16 (a) and 16 (b), the undulation-type wave breaker has a lying position D that falls in a substantially parallel state with respect to the water bottom surface 2 that is a substantially horizontal flat surface, and a water bottom surface 2. A door body 1 is provided that can swing in a standing position U1 (see FIGS. 17A and 17B) and U2 [see FIGS. 18A and 18B] that rise in a substantially vertical state.

この扉体1は、押し波方向aの波力を受ける一端部1aと引き波方向bの波力を受ける他端部1bとがそれぞれ水底面2よりも上方に設定され、この各端部1a,1bから水底面2に接触する下面1dとの間が、側面視で下向き略円弧状若しくは略台形状に形成されている。なお、各図では、上面1cも側面視で上向き略円弧状若しくは略台形状に形成されている(側面視で木の葉状)。   In the door body 1, one end portion 1 a that receives wave force in the pushing wave direction a and the other end portion 1 b that receives wave force in the pulling wave direction b are set above the water bottom surface 2, respectively. , 1b and the lower surface 1d contacting the water bottom surface 2 are formed in a substantially arcuate shape or a trapezoidal shape downward in a side view. In addition, in each figure, the upper surface 1c is also formed in the upward substantially arcuate shape or the substantially trapezoidal shape in a side view (a leaf shape in a side view).

また、押し波方向aの水底面2に一端4aが連結され、他端4bが扉体1の他端部1b付近に連結されて、扉体1の他端部1bを揺動可能に支持する第1の固定ベルト4が設けられている。   Further, one end 4a is connected to the water bottom 2 in the push wave direction a, and the other end 4b is connected to the vicinity of the other end 1b of the door body 1 to support the other end 1b of the door body 1 so as to be swingable. A first fixing belt 4 is provided.

さらに、引き波方向bの水底面2に一端5aが連結され、他端5bが扉体1の一端部1a付近に連結されて、扉体1の一端部1aを揺動可能に支持する第2の固定ベルト5が設けられている。   Further, one end 5a is connected to the bottom surface 2 in the wave pulling direction b, and the other end 5b is connected to the vicinity of the one end 1a of the door body 1 to support the one end 1a of the door body 1 so as to be swingable. The fixed belt 5 is provided.

また、扉体1を押し波方向aの波力に抗して起立位置U1に保持する第1の保持部材(引き止めベルト)6と、扉体1を引き波方向bの波力に抗して起立位置U2に保持する第2の保持部材(引き止めベルト)とが設けられている。   Further, the first holding member (holding belt) 6 that holds the door body 1 in the standing position U1 against the wave force in the pushing wave direction a and the door body 1 against the wave force in the drawing wave direction b. A second holding member (holding belt) that is held at the standing position U2 is provided.

この起伏式防波装置によれば、扉体1(ゲート)は、図16(a)(b)の平常時には水底面2の倒伏位置D(水底面に対して例えば約0度。以下同様。)に倒れているから、船舶(図4の符号34参照)の航行等に影響を与えない。   According to this undulation type wave breaker, the door body 1 (gate) is in the normal position of FIGS. 16 (a) and 16 (b). ), The navigation of the ship (see reference numeral 34 in FIG. 4) is not affected.

そして、津波、高潮、副振動等で押し波が発生すると、図17(a)(b)のように、押し波方向aの波力が扉体1の一端部1aと水底面2との間の隙間(仰角)f〔図16(b)参照〕に流入することで、扉体1の一端部1aには上向き、他端部1bには下向きの偶力が発生する。   When a push wave is generated by a tsunami, storm surge, secondary vibration, etc., the wave force in the push wave direction a is between the one end 1a of the door body 1 and the bottom surface 2 as shown in FIGS. Flows into the gap (elevation angle) f [see FIG. 16 (b)], a couple of forces is generated upward at one end 1a of the door body 1 and downward at the other end 1b.

このとき、扉体1の下面1dが略円弧状であるから、扉体1は、二点鎖線の倒伏位置Dから支点と重心が徐々に他端部1b方向に移動することで、下面1dが水底面2を転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点と重心が他端部1bに移動すると、この他端部1bは第1の固定ベルト4に連結されているから、扉体1は他端部1bを中心に回転するようになる(矢印Q参照)。つまり、扉体1は、倒伏位置Dから所定角度まで転動した後に、起立位置(例えば約90度)U1まで回転するようになる。また、扉体1は、第1の保持部材6で押し波方向aの波力に抗して起立位置U1に保持されるようになる。この結果、押し波は、起立位置U1の扉体1で抑制されるようになる。   At this time, since the lower surface 1d of the door body 1 is substantially arcuate, the fulcrum and the center of gravity of the door body 1 gradually move in the direction of the other end portion 1b from the fall position D of the two-dot chain line. It naturally rises up to a predetermined standing angle (for example, about 30 degrees) while rolling on the water bottom 2. When the fulcrum and the center of gravity move to the other end portion 1b, the other end portion 1b is connected to the first fixing belt 4, so that the door body 1 rotates around the other end portion 1b ( (See arrow Q). That is, the door body 1 rotates to the standing position (for example, about 90 degrees) U1 after rolling from the lying position D to a predetermined angle. Further, the door body 1 is held at the standing position U1 against the wave force in the pushing wave direction a by the first holding member 6. As a result, the push wave is suppressed by the door body 1 at the standing position U1.

一方、押し波が終わり、ついで引き波が発生すると、図18(a)(b)のように、扉体1は水底面2の倒伏位置Dに倒れる。そして、引き波方向bの波力が扉体1の他端部1bと水底面2との間の隙間(仰角)fに流入することで、扉体1の他端部1bには上向き、一端部1aには下向きの偶力が発生する。   On the other hand, when the push wave ends and a pulling wave is generated, the door body 1 falls to the lying position D on the bottom surface 2 as shown in FIGS. Then, the wave force in the pulling direction b flows into the gap (elevation angle) f between the other end 1b of the door body 1 and the water bottom surface 2 so that the other end 1b of the door body 1 faces upward, A downward couple is generated in the portion 1a.

このとき、扉体1の下面1dが略円弧状であるから、扉体1は、二点鎖線の倒伏位置Dから支点と重心が徐々に一端部1a方向に移動することで、下面1dが水底面2を転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点と重心が一端部1aに移動すると、この一端部1aは第2の固定ベルト5に連結されているから、扉体1は一端部1aを中心に回転するようになる(矢印R参照)。つまり、扉体1は、倒伏位置Dから所定角度まで転動した後に、起立位置(例えば約90度)U2まで回転するようになる。また、扉体1は、第2の保持部材7で引き波方向bの波力に抗して起立位置U2に保持されるようになる。この結果、引き波は、起立位置U2の扉体1で抑制されるようになる。   At this time, since the lower surface 1d of the door body 1 is substantially arcuate, the fulcrum and the center of gravity of the door body 1 gradually move in the direction of the one end 1a from the fall position D of the two-dot chain line, so that the lower surface 1d It naturally rises up to a predetermined standing angle (for example, about 30 degrees) while rolling on the bottom surface 2. When the fulcrum and the center of gravity move to the one end 1a, the one end 1a is connected to the second fixing belt 5, so that the door body 1 rotates around the one end 1a (see arrow R). ). That is, the door body 1 rotates to the standing position (for example, about 90 degrees) U2 after rolling from the lying position D to a predetermined angle. Further, the door body 1 is held at the standing position U2 against the wave force in the pulling direction b by the second holding member 7. As a result, the pulling wave is suppressed by the door body 1 at the standing position U2.

このような起伏式防波装置を港湾の固定防波堤(図4の符号30参照)で仕切られた出入口(水路)(図4の符号31参照)に設置すれば、津波等の押し波で港湾内の潮位が急激に上がるのを抑制でき、津波等の引き波で港湾内の潮位が急激に下がるのを抑制できるようになる等の効果を奏することができる。   If such a undulating wave breaker is installed at an entrance (water channel) (see reference numeral 31 in FIG. 4) partitioned by a fixed breakwater (see reference numeral 30 in FIG. 4), As a result, it is possible to suppress the rapid rise of the tide level and to suppress the sudden drop of the tide level in the harbor due to a tsunami or other pulling wave.

特開2003−239243号公報JP 2003-239243 A 特開2006−342653号公報JP 2006-342653 A 特開2010−265618号公報JP 2010-265618 A

ここで、特許文献3の起伏式防波装置において、流速が遅くても早く起立する、つまり津波等の押し波や引き波に対する起立感度をより向上させて、津波等による被害をより軽減させたいという要望があった。   Here, in the undulation type wave breaker disclosed in Patent Document 3, it is desired to stand up quickly even when the flow velocity is low, that is, to improve the standing sensitivity to pushing waves and pulling waves such as tsunamis, and to further reduce damage caused by tsunamis and the like. There was a request.

本発明は、前記要望に応えるためになされたもので、津波等の押し波や引き波に対する起立感度をより向上させて、津波等による被害をより軽減させることができる起伏式防波装置を提供することを目的とするものである。   The present invention has been made to meet the above-mentioned demand, and provides a undulation type wave breaker capable of further improving the standing sensitivity to a push wave or a pulling wave such as a tsunami and further reducing damage caused by the tsunami or the like. It is intended to do.

前記課題を解決するために、本発明は、水底用敷き部材に対して略平行状態で倒れる倒伏位置と、前記水底用敷き部材に対して略垂直状態で起き上がる起立位置とに揺動可能であって、倒伏位置において、押し波方向の波力を受ける一端部と引き波方向の波力を受ける他端部とがそれぞれ前記水底用敷き部材よりも上方に設定され、この各端部から前記水底用敷き部材に接触する下面との間が、側面視で下向き略円弧状若しくは略台形状に形成されている扉体と、押し波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の他端部付近に連結されて、前記扉体の他端部を揺動可能に支持する第1の固定ベルトと、引き波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体の一端部を揺動可能に支持する第2の固定ベルトと、前記扉体を押し波方向の波力に抗して起立位置に保持する第1の保持部材と、前記扉体を引き波方向の波力に抗して起立位置に保持する第2の保持部材とを備えた起伏式防波装置において、第1の保持部材は、押し波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体を押し波方向の波力に抗して起立位置に保持する第1の引き止めベルトであり、第2の保持部材は、引き波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体を引き波方向の波力に抗して起立位置に保持する第2の引き止めベルトであり、前記水底用敷き部材における前記扉体の下面に対向する上面の少なくとも押し波方向側が、側面視で上向き略円弧状若しくは略台形状に形成され、前記水底用敷き部材の上面と前記扉体の下面との少なくとも一方には、前記ベルトが位置する部分に、このベルトが嵌まり込み可能な凹部が形成されているものである。 In order to solve the above-mentioned problems, the present invention is swingable between a lying position that falls in a substantially parallel state with respect to the bottom member and a standing position that rises in a substantially vertical state with respect to the bottom member. In the lying down position, one end that receives the wave force in the pushing wave direction and the other end that receives the wave force in the pulling wave direction are respectively set above the water bottom laying member. One end is connected to the water bottom laying member in the pushing wave direction, and the other end is connected to the door body formed in a substantially arc shape or a substantially trapezoidal shape downward in a side view between the lower surface contacting the laying member. One end is connected to the vicinity of the other end portion of the door body, and one end is connected to the first bottom belt for swingably supporting the other end portion of the door body; The end is connected to the vicinity of one end of the door body, and the one end of the door body is A second fixing belt that is movably supported; a first holding member that holds the door body in an upright position against wave force in a pushing wave direction; and the door body that resists wave force in a pulling wave direction. In the undulation type wave breaker provided with the second holding member that holds in the upright position, one end of the first holding member is connected to the water bottom laying member in the push wave direction, and the other end is the door. A first retaining belt connected near one end of the body to hold the door body in an upright position against the wave force in the pushing wave direction, and the second holding member is the water bottom in the wave drawing direction A second retaining belt having one end connected to the flooring member and the other end connected to the vicinity of one end of the door body to hold the door body in an upright position against wave force in a pulling direction. , at least press-wave side of the upper surface opposite the lower surface of the door body in the sea bed for laying member, side In is formed in an upward substantially arc-shaped or substantially trapezoidal, to at least one of the lower surface of the upper surface and the door body of the sea bed for laying member, the portion where the belt is located, Mari included recess capable this belt fitted Is formed .

請求項2のように、前記水底用敷き部材の上面は、押し波方向側と引き波方向側の双方が、側面視で上向き略円弧状若しくは略台形状に形成されている構成とすることができる。   According to a second aspect of the present invention, the upper surface of the water bottom laying member has a configuration in which both the pushing wave direction side and the drawing wave direction side are formed in a substantially arc shape or a substantially trapezoidal shape upward in a side view. it can.

請求項3のように、前記水底用敷き部材の上面は、押し波方向側が、側面視で上向き略円弧状若しくは略台形状に形成され、引き波方向側が、略水平若しくは上向き傾斜のフラット面に形成されている構成とすることができる。   According to a third aspect of the present invention, the bottom surface of the water bottom laying member is formed in a substantially arcuate or substantially trapezoidal shape with the pushing wave direction side upward in a side view, and the drawing wave side is a substantially horizontal or upwardly inclined flat surface. It can be set as the formed structure.

請求項4のように、前記扉体は、一端部と他端部との間の下面が、側面視で下向き略円弧状若しくは略台形状に形成され、上面が、フラット状に形成されている構成とすることができる。   According to a fourth aspect of the present invention, the lower surface between the one end and the other end of the door body is formed in a substantially arc shape or a trapezoid shape downward in a side view, and the upper surface is formed in a flat shape. It can be configured.

請求項のように、前記水底用敷き部材の上面は、前記扉体の揺動方向に、この扉体の下面の一部が接触可能なレール状に形成されていること構成とすることができる。 According to a fifth aspect of the present invention, the upper surface of the water bottom laying member is formed in a rail shape in which a part of the lower surface of the door body can be contacted in the swinging direction of the door body. it can.

請求項のように、前記扉体は、横並び状で複数個が配列され、隣り合う扉体の間に、扉体の横方向移動を規制するガイド板が設けられている構成とすることができる。 As in claim 6 , a plurality of the door bodies are arranged side by side, and a guide plate for restricting the lateral movement of the door bodies is provided between the adjacent door bodies. it can.

請求項ように、前記扉体は中空状に形成され、この中空部に液体が充填されている構成とすることができる。 According to a seventh aspect of the present invention, the door body may be formed in a hollow shape, and the hollow portion may be filled with a liquid.

本発明によれば、扉体(ゲート)は、平常時には水底用敷き部材の倒伏位置(水底用敷き部材に対して例えば約0度。以下同様)に倒れているから、船舶の航行等に影響を与えない。   According to the present invention, since the door body (gate) normally falls to the fall position of the water bottom laying member (for example, about 0 degrees with respect to the water bottom laying member, the same applies hereinafter), it affects the navigation of the ship. Not give.

そして、津波、高潮、副振動等で押し波が発生すると、押し波方向の波力が扉体の一端部と水底用敷き部材との間の隙間(仰角)に流入することで、扉体の一端部には上向き、他端部には下向きの偶力が発生する。   When a push wave is generated due to a tsunami, storm surge, secondary vibration, etc., wave force in the push wave direction flows into the gap (elevation angle) between one end of the door body and the bottom laying member. An upward force is generated at one end and a downward force is generated at the other end.

このとき、扉体の下面が略円弧状であれば、扉体は、支点と重心が徐々に他端部方向に移動することで、下面が水底用敷き部材を転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点と重心が他端部に移動すると、この他端部は第1の固定ベルトに連結されているから、扉体は他端部を中心に回転するようになる。つまり、扉体は、倒伏位置から所定角度まで転動した後に、起立位置(例えば約90度)まで回転するようになる。また、扉体は、第1の保持部材で押し波方向の波力に抗して起立位置に保持されるようになる。この結果、押し波は、起立位置の扉体で抑制されるようになる。   At this time, if the lower surface of the door body is substantially arc-shaped, the fulcrum and the center of gravity gradually move toward the other end portion of the door body, so that the lower surface rolls the water bottom laying member and a predetermined standing angle. It gets up naturally (for example, about 30 degrees). And if a fulcrum and a gravity center move to the other end part, since this other end part is connected with the 1st fixed belt, a door will come to rotate centering on the other end part. That is, the door body rolls to a standing position (for example, about 90 degrees) after rolling from a lying position to a predetermined angle. Further, the door body is held at the standing position against the wave force in the pushing wave direction by the first holding member. As a result, the push wave is suppressed by the door body in the standing position.

一方、押し波が終わり、ついで引き波が発生すると、扉体は水底用敷き部材の倒伏位置に倒れる。そして、引き波方向の波力が扉体の他端部と水底用敷き部材との間の隙間(仰角)に流入することで、扉体の他端部には上向き、一端部には下向きの偶力が発生する。   On the other hand, when the push wave ends and a pulling wave is generated, the door body falls to the lying position of the water bottom laying member. Then, the wave force in the pulling direction flows into the gap (elevation angle) between the other end portion of the door body and the water bottom laying member, so that the other end portion of the door body is directed upward and the one end portion is directed downward. Couples are generated.

このとき、扉体の下面が略円弧状であれば、扉体は、支点と重心が徐々に一端部方向に移動することで、下面が水底用敷き部材を転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点と重心が一端部に移動すると、この一端部は第2の固定ベルトに連結されているから、扉体は一端部を中心に回転するようになる。つまり、扉体は、倒伏位置から所定角度まで転動した後に、起立位置(例えば約90度)まで回転するようになる。また、扉体は、第2の保持部材で引き波方向の波力に抗して起立位置に保持されるようになる。この結果、引き波は、起立位置の扉体で抑制されるようになる。   At this time, if the lower surface of the door body is substantially arc-shaped, the fulcrum and the center of gravity of the door body gradually move toward one end, so that the lower surface rolls the water bottom laying member and a predetermined standing angle ( It gets up naturally up to about 30 degrees). And if a fulcrum and a gravity center move to one end part, since this one end part is connected with the 2nd fixed belt, a door will come to rotate centering on one end part. That is, the door body rolls to a standing position (for example, about 90 degrees) after rolling from a lying position to a predetermined angle. Further, the door body is held in the standing position against the wave force in the pulling direction by the second holding member. As a result, the pulling wave is suppressed by the door body in the standing position.

ここで、水底用敷き部材が特許文献3の水底面のように略水平なフラット面であれば、扉体の一端部(若しくは他端部)と水底用敷き部材との間に波力が流入するための隙間(仰角)を確保するために、水底用敷き部材から扉体の一端部(若しくは他端部)までの高さを高く設定する必要がある。これにより、扉体の厚みが厚くなることで、扉体の水中重量が重くなる結果、押し波(若しくは引き波)の流速が遅いときは起立速度が遅くなって、起立感度が悪くなる。   Here, if the water bottom laying member is a substantially horizontal flat surface such as the water bottom surface of Patent Document 3, wave force flows between one end (or the other end) of the door body and the water bottom laying member. In order to ensure a clearance (elevation angle) for this purpose, it is necessary to set the height from the water bottom laying member to one end (or the other end) of the door body high. Thereby, when the thickness of the door is increased, the underwater weight of the door is increased. As a result, when the flow velocity of the push wave (or the pulling wave) is low, the rising speed is slowed and the standing sensitivity is deteriorated.

これに対して、水底用敷き部材における扉体の下面に対向する上面の少なくとも押し波方向側を、側面視で上向き略円弧状若しくは略台形状に形成しているから、扉体の一端部〔若しくは他端部(請求項2のように、水底用敷き部材の上面の押し波方向側と引き波方向側の双方が、側面視で上向き略円弧状若しくは略台形状に形成されている場合に限る。以下同様。)〕と水平面(特許文献3の水底面2に相当。以下同様。)との間の隙間(仰角)に加えて、この水平面と水底用敷き部材の上面との間にも隙間(仰角)が確保されるために、水平面から扉体の一端部(若しくは他端部)までの高さを高く設定する必要がなくなる。これにより、扉体の厚みを薄くできることで、扉体の水中重量が軽くなる結果、押し波(若しくは引き波)の流速が遅くても起立速度が早くなって、起立感度がより向上するから、津波等による被害がより軽減できるようになる。   On the other hand, since at least the push wave direction side of the upper surface facing the lower surface of the door body in the water bottom laying member is formed in a substantially arc shape or a substantially trapezoidal shape upward in a side view, one end portion of the door body [ Or the other end (when the both sides of the pushing wave direction and the wave drawing direction side of the upper surface of the water bottom laying member are formed in a substantially arc shape or a substantially trapezoidal shape upward in a side view. In addition to the gap (elevation angle) between the horizontal plane (corresponding to the bottom surface 2 of Patent Document 3 and the same below), and between the horizontal plane and the top surface of the bottom-floor laying member. Since the clearance (elevation angle) is ensured, it is not necessary to set the height from the horizontal plane to one end (or the other end) of the door body high. As a result, the weight of the door body can be reduced by reducing the thickness of the door body.As a result, the standing speed is increased even when the flow velocity of the push wave (or the pulling wave) is slow, and the standing sensitivity is further improved. Damage caused by tsunami can be reduced.

前記のように起伏式防波装置を港湾の防波堤で仕切られた出入口(水路)に設置すれば、押し波で港湾内の潮位が急激に上がるのを抑制でき、引き波で港湾内の潮位が急激に下がるのを高感度で抑制できるようになる。また、河川の河口に設置すれば、押し波が河川を遡行して上流側の堤防等から溢水するのを高感度で抑制できる。なお、河川の河口に設置した場合、引き波の対策は特に必要ないので、このような場合には、第2の保持部材で、扉体を倒伏位置方向の適当な位置に保持することもできる。   If the undulating wave breaker is installed at the entrance (waterway) partitioned by the harbor breakwater as described above, the tide level in the harbor can be prevented from rising suddenly by the push wave, and the tide level in the harbor can be reduced by the pulling wave. It is possible to suppress a sudden drop with high sensitivity. Moreover, if it is installed at the river mouth, it is possible to suppress with high sensitivity that the push wave goes back up the river and overflows from the upstream bank. In addition, when installed at the river mouth, there is no particular need for countermeasures against pulling waves. In such a case, the door can be held at an appropriate position in the lying position direction by the second holding member. .

このように、扉体は、第1の固定ベルトで扉体の他端部を揺動可能に支持し、第2の固定ベルトで扉体の一端部を揺動可能に支持しているから、背景技術のような複数個のヒンジ金具やヒンジ軸が不要になるので(ヒンジレス式)、支持構造が簡単で、部品点数も少なくなる(ヒンジレスゲート)。   Thus, the door body supports the other end portion of the door body in a swingable manner with the first fixing belt, and supports the one end portion of the door body in a swingable manner with the second fixing belt. Since there is no need for multiple hinge fittings and hinge shafts as in the background art (hingeless type), the support structure is simple and the number of parts is reduced (hingeless gate).

また、第1の固定ベルトは、押し波方向の水底用敷き部材に一端を連結し、他端を扉体の他端部付近に連結している。第2の固定ベルトは、引き波方向の水底用敷き部材に一端を連結し、他端を扉体の一端部付近に連結している。したがって、扉体は、第1の固定ベルトと第2の固定ベルトとで、倒伏位置において、押し波方向または引き波方向の何れの方向にもずれ動かないように位置規制される。   The first fixed belt has one end connected to the water bottom laying member in the push wave direction and the other end connected to the vicinity of the other end of the door body. The second fixed belt has one end connected to the water bottom laying member in the wave direction and the other end connected to the vicinity of one end of the door. Therefore, the position of the door body is restricted by the first fixing belt and the second fixing belt so that the door body does not move in either the pushing wave direction or the pulling wave direction at the lying down position.

さらに、特許文献1,2のようなヒンジ式の場合には、倒伏位置からの起立開始時には、扉体の自重による抵抗モーメントが最大で、起立に伴って抵抗モーメントが徐々に減少する。したがって、倒伏位置からの起立開始に際しては、空気力等を利用して、扉体をある程度の角度まで起き上がらせる機構を必要とする。これに対して、本発明のヒンジレス式では、押し波、引き波のいずれに対しても、倒伏位置からの起立開始時には、上述した偶力によって、所定の起立角度(例えば約30度)までは自然に起き上がり、その後は、波力で起立位置に自然に起き上がるようになる。したがって、倒伏位置からの起立開始時には、扉体の自重による抵抗モーメントがゼロ(0)で、起立に伴って抵抗モーメントが徐々に増加することから、ヒンジ式と比べて、空気力等の起き上がらせる機構が不要であり、波力だけでも容易に起立するようになる。また、波力が無くなった時には、ゆっくりと倒伏するようになる。   Further, in the case of the hinge type as disclosed in Patent Documents 1 and 2, the resistance moment due to the dead weight of the door body is maximum at the start of standing from the lying down position, and the resistance moment gradually decreases with standing. Therefore, when starting to stand from the lying down position, a mechanism for raising the door to a certain angle by using aerodynamic force or the like is required. On the other hand, in the hingeless type of the present invention, at the start of standing from the lying position for both the push wave and the pulling wave, the above-described couple forces up to a predetermined standing angle (for example, about 30 degrees). It gets up naturally, and then gets up to the standing position by wave force. Therefore, at the start of standing from the lying position, the resistance moment due to the weight of the door body is zero (0), and the resistance moment gradually increases with standing, so that aerodynamic force and the like are raised compared to the hinge type. No mechanism is required, and it can stand up easily only with wave power. Also, when wave power disappears, it will slowly fall down.

このように、扉体は、押し波・引き波に対して無動力で自動的に起立するから、ライフライン(停電等)の影響を受けることがない。また、水底基礎地盤(水底面敷き部材)と扉体との取り合いに自由度があるので、地震による地盤変動の影響を受けにくい。特に水底面敷き部材との間に流木等の異物が挟まったとしても、扉体は、異物の上に乗り上げながらでも起立するようになる。さらに、据付けが容易で、設置工事期間が短く、船舶航行への影響が少ない。
また、各保持部材を引き止めベルトとしたから、各固定ベルトと同じベルト素材を共用できるので、製造や管理が容易になる。なお、引き波の対策は特に必要ない場合には、第2の引き止めベルトを予め短くしておけば、扉体を倒伏位置付近に保持することもできる。
また、扉体が倒伏位置にある通常時はもちろん、扉体が倒伏位置から起立位置に起きあがる押し波・引き波の到来時にも、凹部にベルトが嵌り込むことで、ベルトが扉体の下面と水底面敷き部材の上面との間に挟み込まれない。したがって、扉体の水中重量(扉体の大きさにもよるが、数トン〜数10トン)がベルトに作用しないので、ベルトの損傷が防止できるようになる。
As described above, the door body automatically stands up with no power with respect to the push wave / pulling wave, and thus is not affected by the lifeline (power failure or the like). In addition, since there is a degree of freedom in the contact between the water bottom foundation ground (water bottom laying member) and the door body, it is not easily affected by ground deformation due to the earthquake. In particular, even if a foreign object such as driftwood is sandwiched between the water bottom laying member, the door body comes to stand while riding on the foreign object. In addition, installation is easy, installation work period is short, and there is little influence on ship navigation.
Further, since each holding member is a retaining belt, the same belt material as that of each fixed belt can be shared, which facilitates manufacture and management. If there is no particular need for countermeasures against pulling waves, the door body can be held near the fall position by shortening the second retaining belt in advance.
In addition, when the door body is in the lying position, as well as when a push wave or pulling wave that rises from the lying position to the standing position, the belt fits into the recess, so that the belt is attached to the lower surface of the door body. It is not sandwiched between the upper surface of the water bottom laying member. Therefore, the underwater weight of the door (depending on the size of the door, several tons to several tens of tons) does not act on the belt, so that the belt can be prevented from being damaged.

請求項2によれば、水底用敷き部材の上面を、押し波方向側と引き波方向側の双方が、側面視で上向き略円弧状若しくは略台形状に形成すれば、扉体の下面と水底用敷き部材の上面と間の隙間(仰角)が押し波時と引き波時で同じにできる。したがって、押し波時と引き波の双方の起立感度がより向上するようになる。   According to claim 2, if the upper surface of the water bottom laying member is formed in a substantially arc shape or a substantially trapezoidal shape in which both the pushing wave direction side and the pulling wave direction side are upward in a side view, the lower surface of the door body and the water bottom The gap (elevation angle) between the top surface of the laying member can be made the same during pushing and pulling. Therefore, the standing sensitivity of both the pushing wave and the pulling wave is further improved.

請求項3によれば、水底用敷き部材の上面を、押し波方向側が側面視で上向き略円弧状若しくは略台形状に形成し、引き波方向側が略水平若しくは上向き傾斜のフラット面に形成すれば、扉体の下面と水底用敷き部材の上面と間の隙間(仰角)が、押し波時に対して引き波時を狭くして起立感度を低くできる。したがって、港湾内等に入った海水は、引き波時に、起き上がり感度を低下させた扉体の上方を通過して港湾外に早く排出(内水排除)されるので、港湾内の水位を早く下げることが可能になる。   According to claim 3, when the upper surface of the water bottom laying member is formed in a substantially arcuate or substantially trapezoidal shape in which the pushing wave direction side is upward in a side view, and the pulling wave direction side is formed in a flat surface that is substantially horizontal or inclined upward. The gap (elevation angle) between the lower surface of the door body and the upper surface of the waterbed laying member can narrow the pulling time with respect to the pushing wave, thereby reducing the standing sensitivity. Therefore, seawater that enters the harbor, etc., rises at the time of a pulling wave and passes above the door body that has reduced sensitivity, and is quickly discharged out of the harbor (excludes internal water), so the water level in the harbor is lowered quickly. It becomes possible.

請求項4によれば、扉体の下面だけを下向き略円弧状若しくは略台形状に形成し、上面をフラット状に形成すれば(略三日月形状)、水平面から扉体の一端部(若しくは他端部)までの高さをより低く設定することができ、これにより、扉体の厚みをより薄くできることで、扉体の水中重量がより軽くなる結果、押し波(若しくは引き波)の流速が遅くても起立速度が早くなって、起立感度がより向上するようになる。   According to claim 4, if only the lower surface of the door body is formed in a substantially arcuate or trapezoidal shape downward and the upper surface is formed in a flat shape (substantially crescent shape), one end (or the other end) of the door body from the horizontal plane Part) can be set lower, and as a result, the thickness of the door body can be made thinner, resulting in a lighter weight of the door body underwater, resulting in a slower flow rate of the push wave (or pulling wave). However, the rising speed is increased and the standing sensitivity is further improved.

請求項によれば、水底用敷き部材の上面を扉体の下面の一部が接触可能なレール状に形成しているから、略円弧状若しくは略台形状の部分が一部でよいので、全部とする場合に比べて上面の製造コストが大幅(略1/3〜1/4程度)に低減する。また、上面に対する貝類(扉体の揺動の障害となるおそれがある。)の付着量も減るので、付着防止材の塗布コストも低減する。 According to claim 5 , since the upper surface of the water bottom laying member is formed in a rail shape in which a part of the lower surface of the door body can be contacted, a substantially arc-shaped or substantially trapezoidal portion may be a part. The manufacturing cost of the upper surface is greatly reduced (about 1/3 to 1/4) compared to the case where all are provided. In addition, since the amount of shellfish attached to the upper surface (which may be an obstacle to the swinging of the door) is reduced, the application cost of the adhesion preventing material is also reduced.

請求項によれば、ガイド板で、横並び状の扉体の横方向移動を確実に規制することができる。 According to the sixth aspect , the lateral movement of the side-by-side doors can be reliably restricted by the guide plate.

請求項によれば、扉体は中空状であるから、製造時や搬送時は軽量であって、取扱いが容易であるとともに、設置現場で、液体(その現場の海水や川水等)を中空部に充填すると、その場で水底用敷き部材の上部に設置できるから、設置作業が容易になる。 According to claim 7 , since the door body is hollow, it is lightweight at the time of manufacture and transportation, and is easy to handle, and liquid (such as sea water or river water at the site) can be used at the installation site. When the hollow portion is filled, it can be installed on the bottom of the water bottom laying member on the spot, so that the installation work becomes easy.

本発明の実施形態の起伏式防波装置であり、(a)は平常時の平面図、(b)は側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the undulation type | formula wave breaker of embodiment of this invention, (a) is a top view at normal time, (b) is a side view. 本発明の実施形態の起伏式防波装置であり、(a)は押し波時の平面図、(b)は側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the undulation type | formula wave breaker of embodiment of this invention, (a) is a top view at the time of pushing wave, (b) is a side view. 本発明の実施形態の起伏式防波装置であり、(a)は引き波時の平面図、(b)は側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the undulation type | formula wave breaker of embodiment of this invention, (a) is a top view at the time of a drawing wave, (b) is a side view. 図1(b)に対応する起伏式防波装置の平常時の斜視図である。FIG. 2 is a perspective view of the undulating wave breaker corresponding to FIG. 図2(b)に対応する起伏式防波装置の押し波時の斜視図である。It is a perspective view at the time of pushing wave of the undulation type wave breaker corresponding to FIG. 図3(b)に対応する起伏式防波装置の引き波時の斜視図である。FIG. 4 is a perspective view of the undulating wave breaker corresponding to FIG. 扉体と水底用敷き部材の分解斜視図である。It is a disassembled perspective view of a door body and a floor-laying member. (a)(b)は本実施形態の扉体と特許文献3の扉体の隙間(仰角)をそれぞれ示した側面図である。(A) (b) is the side view which each showed the clearance gap (elevation angle) of the door body of this embodiment, and the door body of patent document 3. FIG. (a)(b)は本実施形態の扉体と特許文献3の扉体の揺動限界起立角度をそれぞれ示した側面図である。(A) and (b) are the side views which showed the rocking | fluctuation limit standing angle of the door body of this embodiment, and the door body of patent document 3, respectively. (a)〜(c)扉体の変形例の側面図、(d)(e)は水底用敷き部材の変形例の側面図である。(A)-(c) The side view of the modification of a door body, (d) (e) is a side view of the modification of the floor member for water bottoms. (a)はH桁タイプの凹部の有る水底用敷き部材の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図である。(A) is a plan view of a water bottom laying member having an H-girder type recess, (b) is an enlarged sectional view taken along line II of (a), and (c) is an II line of (a) of a modification. It is an expanded sectional view. (a)は箱桁タイプの凹部の有る水底用敷き部材の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図、(d)は変形例の箱桁タイプの凹部の有る水底用敷き部材の(a)のI−I線拡大断面図、(e)は(d)の変形例の(a)のI−I線拡大断面図である。(A) is a plan view of a water bottom laying member having a box girder type recess, (b) is an enlarged sectional view taken along line II of (a), and (c) is an II line of (a) of a modification. An enlarged sectional view, (d) is an enlarged sectional view taken along the line II of (a) of a water bottom laying member having a box girder type concave portion of a modified example, and (e) is a modified example of (a) of (a). It is an II line expanded sectional view. (a)は凹部の無い箱桁タイプの水底用敷き部材の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図である。(A) is a plan view of a floor girder type water bottom laying member without a recess, (b) is an enlarged cross-sectional view taken along line II of (a), and (c) is an II line of (a) of the modification. It is an expanded sectional view. (a)は上面が上向き略円弧状の水底用敷き部材の側面図、(b)は上面が上向き略台形状の水底用敷き部材の側面図、(c)は水底用敷き部材を水底に固定する要領の側面図、(d)は凹部の有る扉体の側面図、(e)は(d)の要部正面断面図である。(A) is a side view of a water bottom laying member whose upper surface is generally arcuate upward, (b) is a side view of a waterbed laying member whose upper surface is upwardly upward, and (c) is a water bottom laying member fixed to the water bottom. The side view of the point to do, (d) is a side view of the door body with a recessed part, (e) is principal part front sectional drawing of (d). (a)は引き波方向側の上面を略水平のフラット面にした水底用敷き部材の側面図、(b)は引き波方向側の上面を上向き傾斜のフラット面にした水底用敷き部材の側面図である。(A) is a side view of a water bottom laying member having a substantially horizontal flat surface on the top surface in the wave direction, and (b) is a side surface of the water bottom laying member in which the top surface on the wave direction side is an upwardly inclined flat surface. FIG. 特許文献3の起伏式防波装置であり、(a)は平常時の平面図、(b)は側面図である。It is the undulation type wave breaker of patent document 3, (a) is a top view in normal times, (b) is a side view. 特許文献3の起伏式防波装置であり、(a)は押し波時の平面図、(b)は側面図である。It is the undulation type wave breaker of patent document 3, (a) is a top view at the time of a pushing wave, (b) is a side view. 特許文献3の起伏式防波装置であり、(a)は引き波時の平面図、(b)は側面図である。It is the undulation type wave breaker of patent document 3, (a) is a top view at the time of a wave drawing, (b) is a side view.

以下、本発明を実施するための形態について、図面を参照しながら詳細に説明する。なお、特許文献3の図16〜図18と同一構成・作用の箇所は、同一番号を付して詳細な説明を省略する。   Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings. In addition, the location of the same structure and effect | action as FIG. 16-18 of patent document 3 attaches | subjects the same number, and abbreviate | omits detailed description.

図1〜図3および図4〜図6は、本発明にかかる起伏式防波装置(若しくは揺動式防波堤)である。図1(a)は平常時(押し波や引き波の無い時)の平面図、図1(b)は側面図、図4は図1(b)に対応する平常時の斜視図である。図2(a)は押し波時の平面図、図2(b)は側面図、図5は図2(b)に対応する押し波時の斜視図である。図3(a)は引き波時の平面図、同(b)は側面図、図6は図3(b)に対応する引き波時の斜視図である。   1 to 3 and FIGS. 4 to 6 are undulating wave breakers (or rocking breakwaters) according to the present invention. FIG. 1A is a plan view in a normal state (when there is no pushing wave or pulling wave), FIG. 1B is a side view, and FIG. 4 is a perspective view in a normal state corresponding to FIG. 2A is a plan view at the time of pushing waves, FIG. 2B is a side view, and FIG. 5 is a perspective view at the time of pushing waves corresponding to FIG. 2B. FIG. 3A is a plan view at the time of drawing, FIG. 6B is a side view, and FIG. 6 is a perspective view at the time of drawing corresponding to FIG.

図1および図4のように、扉体(ゲート)11は、港湾の固定防波堤30で仕切られた出入口(水路)31や河川の河口等の水底33に敷設された水底用敷き部材12の上部に設置されている。   As shown in FIGS. 1 and 4, the door body (gate) 11 is an upper part of the bottom water laying member 12 laid on the water bottom 33 such as an entrance (water channel) 31 or a river estuary partitioned by the fixed breakwater 30 of the harbor. Is installed.

扉体11は、図7を参照すれば、平面視では、出入口31等の幅方向に延在する略長方形状である。出入口31等の幅が広い場合には、図4〜図6に示したように、その幅をカバーできるように、横並び状で複数台(本例では3台)が配列されることになる。扉体11は、実際には、例えば、1台の幅Wが60m、高さTが20m、後述する略円弧状の最大厚さJ1が1.2mである。   Referring to FIG. 7, the door body 11 has a substantially rectangular shape extending in the width direction such as the entrance 31 in a plan view. When the width of the entrance / exit 31 is wide, as shown in FIGS. 4 to 6, a plurality of units (three in this example) are arranged side by side so as to cover the width. In practice, for example, one door W has a width W of 60 m, a height T of 20 m, and a substantially arcuate maximum thickness J1 described later of 1.2 m.

扉体11は、水底用敷き部材12に対して略平行状態で倒れる倒伏位置D〔図1(b)参照〕と、水底用敷き部材12に対して略垂直状態で起き上がる起立位置U1,U2〔図2(b)、図3(b)参照〕とに揺動可能となっている。   The door body 11 is a lying position D (see FIG. 1B) that falls in a substantially parallel state with respect to the water bottom laying member 12, and standing positions U1, U2 that rise in a substantially vertical state with respect to the water bottom laying member 12. 2 (b) and 3 (b)].

扉体11は、平常時の倒伏位置Dにおいて、押し波方向aの波力を受ける一端部11aと、引き波方向bの波力を受ける他端部11bとが、それぞれ水底用敷き部材12よりも上方に設定されている。そして、少なくとも各端部11a,11bから水底用敷き部材12に接触する下面11dとの間が、側面視で略円弧状に形成されている。具体的には、一端部11aと他端部11bとの間の下面11dが側面視で下向き略円弧状に形成され、上面11cがフラット状に形成されている(略三日月形状)。   The door body 11 has an end portion 11a that receives a wave force in the pushing wave direction a and an other end portion 11b that receives a wave force in the pulling wave direction b from the water bottom laying member 12 in the normal lying position D, respectively. Is also set upward. A space between at least the end portions 11a and 11b and the lower surface 11d in contact with the water bottom laying member 12 is formed in a substantially arc shape in a side view. Specifically, the lower surface 11d between the one end portion 11a and the other end portion 11b is formed in a substantially arc shape downward in a side view, and the upper surface 11c is formed in a flat shape (substantially crescent shape).

扉体11は、ステンレス鋼板等の上下面11c,11dと両側面11e,11fとを組み合わせて溶接することで中空状に形成され、この中空部内に適量の液体が充填されている。これにより、扉体11に浮力が生じないので、水底用敷き部材12の上部に倒伏位置Dで設置することが可能となる。なお、液体に代えて固体(鉄塊等)を充填することも可能である。   The door body 11 is formed into a hollow shape by combining upper and lower surfaces 11c, 11d and both side surfaces 11e, 11f such as stainless steel plates and welded, and an appropriate amount of liquid is filled in the hollow portion. Thereby, since buoyancy does not arise in the door body 11, it becomes possible to install in the fall position D on the upper part of the floor member 12 for water bottoms. It is also possible to fill a solid (iron lump etc.) instead of the liquid.

水底用敷き部材12は、図7を参照すれば、ステンレス鋼板等の上面12aと、これを支持する柱部や梁部となる鋼材等を組み合わせて溶接することで、ユニット化された状態で水底33に設置されている。具体的には、図4のように、水底面敷き部材12は、水底33に形成した凹部33aの底に設置され、この水底面敷き部材12の上部に設置した扉体11は、倒伏位置Dの扉体11の上面11cが水底33よりも上方に大きく突出しないように設定して、船舶34の航行等に支障が生じないようにしている。   Referring to FIG. 7, the water bottom laying member 12 is a unitized state by welding a combination of a top surface 12a such as a stainless steel plate and a steel material or the like that supports the column or beam to support the water bottom. 33. Specifically, as shown in FIG. 4, the water bottom covering member 12 is installed at the bottom of the concave portion 33 a formed in the water bottom 33, and the door body 11 installed on the top of the water bottom covering member 12 is in the lying position D. The upper surface 11c of the door body 11 is set so as not to protrude greatly above the water bottom 33 so that navigation of the ship 34 and the like is not hindered.

水底用敷き部材12における扉体11の下面11dに対向する上面12aは、側面視で上向き略円弧状に形成されている。   The upper surface 12a facing the lower surface 11d of the door body 11 in the water bottom laying member 12 is formed in a substantially arc shape upward in a side view.

すなわち、図1(b)に示した水平面Kに対して、扉体11の下面11dと水底用敷き部材12の上面12aとは、略線対称で下向きと上向きの略円弧状に形成されていることになる。   That is, with respect to the horizontal plane K shown in FIG. 1B, the lower surface 11d of the door body 11 and the upper surface 12a of the water bottom laying member 12 are formed in a substantially arcuate shape that is substantially line symmetric and downward and upward. It will be.

これにより、扉体11の各端部11a,11bの下面11dと水底用敷き部材12の上面12aとの間に、扉体11の一端部(若しくは他端部11b)11aと水平面Kとの間の波力が流入するための隙間(仰角)fに加えて、この水平面Kと水底用敷き部材12の上面12aとの間にも、波力が流入するための隙間(仰角)fが自然に形成されるようになる。   Thereby, between the lower surface 11d of each edge part 11a, 11b of the door body 11, and the upper surface 12a of the bottom member 12 for water bottoms, between the one end part (or other end part 11b) 11a and the horizontal surface K of the door body 11 is provided. In addition to the gap (elevation angle) f for the wave force to flow in, the gap (elevation angle) f for the wave force to flow naturally also exists between the horizontal plane K and the upper surface 12a of the bottom laying member 12. Will be formed.

扉体11に対しては、複数本(本例では幅方向に所定の間隔を隔てて2本)の可撓性の第1の固定ベルト4が設けられている。この第1の固定ベルト4は、押し波方向aの水底用敷き部材12に一端4aが連結され、扉体11の下面11dに沿って延在して、他端4bが扉体11の他端部11bに連結されている。   The door body 11 is provided with a plurality of flexible first fixing belts 4 (two in this example at a predetermined interval in the width direction). One end 4 a of the first fixed belt 4 is connected to the water bottom laying member 12 in the pushing wave direction a, extends along the lower surface 11 d of the door body 11, and the other end 4 b is the other end of the door body 11. It is connected to the part 11b.

第1の固定ベルト4は、扉体11の他端部11bを揺動可能に支持するようになる。第1の固定ベルト4は、扉体11が倒伏位置Dから右方向に転動した後に右回転Q〔図2(b)参照〕し、水底用敷き部材12に接する他端部11bを支点として、押し波方向aの起立位置U1に起き上がる程度の長さとする。   The first fixing belt 4 supports the other end portion 11b of the door body 11 so as to be swingable. The first fixed belt 4 rotates Q (see FIG. 2B) after the door body 11 rolls in the right direction from the lying position D, and uses the other end 11b in contact with the water bottom laying member 12 as a fulcrum. The length is such that it rises to the standing position U1 in the push wave direction a.

各第1の固定ベルト4と同じ位置(図4〜図6のように幅方向にずらせることも可。)に、可撓性の第1の引き止めベルト(第1の保持部材)6が設けられている。この第1の引き止めベルト6は、押し波方向aの水底用敷き部材12に一端6aが連結され、押し波方向aと反対方向にループ状で延在して、他端6bが扉体11の一端部11aに連結されている。   A flexible first retaining belt (first holding member) 6 is provided at the same position as each first fixing belt 4 (it can be shifted in the width direction as shown in FIGS. 4 to 6). It has been. One end 6 a of the first retaining belt 6 is connected to the water bottom laying member 12 in the push wave direction a, extends in a loop shape in the direction opposite to the push wave direction a, and the other end 6 b is connected to the door body 11. It is connected to one end 11a.

第1の引き止めベルト6は、扉体11が倒伏位置Dから右方向に転動した後に右回転Qし、第1の固定ベルト4で押し波方向aの起立位置U1に起き上がった時、扉体11を押し波方向aの波力に抗して起立位置U1に保持する程度の長さとする。   When the first retaining belt 6 rolls clockwise Q after the door body 11 rolls in the right direction from the lying position D, the first retaining belt 6 rises to the standing position U1 in the pushing wave direction a by the first fixing belt 4. 11 is set to such a length as to hold the standing position U1 against the wave force in the pushing wave direction a.

なお、第1の固定ベルト4の一端4aと第1の引き止めベルト6の一端6aとを水底用敷き部材12に連結しているが、水底33に設置したアンカーブロックに連結することもできる。次述する第2の固定ベルト5の一端5aと第2の引き止めベルト7の一端7aも同様である。   Although one end 4a of the first fixing belt 4 and one end 6a of the first retaining belt 6 are connected to the water bottom laying member 12, they can be connected to an anchor block installed on the water bottom 33. The same applies to one end 5a of the second fixing belt 5 and one end 7a of the second retaining belt 7 described below.

扉体11に対しては、第1の固定ベルト4と重ならないように、複数本(本例では幅方向に所定の間隔を隔てて2本)の可撓性の第2の固定ベルト5が設けられ、この第2の固定ベルト5は、引き波方向bの水底用敷き部材12に一端5aが連結され、扉体11の下面11dに沿って延在して、他端5bが扉体11の一端部11aに連結されている。   A plurality of flexible second fixing belts 5 (in this example, two at a predetermined interval in the width direction) are provided to the door body 11 so as not to overlap the first fixing belt 4. The second fixing belt 5 is provided with one end 5a connected to the bottom member 12 for the water bottom in the wave pulling direction b, extending along the lower surface 11d of the door body 11, and the other end 5b being the door body 11. Is connected to one end 11a.

第2の固定ベルト5は、扉体11の一端部11aを揺動可能に支持するようになる。第2の固定ベルト5は、扉体11が倒伏位置Dから左方向に転動した後に左回転R〔図3(b)参照〕し、水底用敷き部材12に接する一端部11aを支点として、引き波方向bの起立位置U2に起き上がる程度の長さとする。   The 2nd fixed belt 5 comes to support the one end part 11a of the door body 11 so that rocking | fluctuation is possible. The second fixing belt 5 rotates left (see FIG. 3B) after the door body 11 rolls leftward from the lying position D (see FIG. 3B), and has one end 11a in contact with the water bottom laying member 12 as a fulcrum. The length is such that it rises to the standing position U2 in the pulling wave direction b.

各第2の固定ベルト5と同じ位置(図4〜図6のように幅方向にずらせることも可。)に、可撓性の第2の引き止めベルト(第2の保持部材)7が設けられている。この第2の引き止めベルト7は、引き波方向bの水底用敷き部材12に一端7aが連結され、引き波方向bと反対方向にループ状で延在して、他端7bが扉体11の他端部11bに連結されている。   A flexible second retaining belt (second holding member) 7 is provided at the same position as each second fixing belt 5 (it can be shifted in the width direction as shown in FIGS. 4 to 6). It has been. One end 7 a of the second retaining belt 7 is connected to the water bottom laying member 12 in the wave pulling direction b, extends in a loop shape in the opposite direction to the wave pulling direction b, and the other end 7 b is connected to the door body 11. It is connected to the other end 11b.

第2の引き止めベルト7は、扉体11が倒伏位置Dから左方向に転動した後に左回転R〔図3(b)参照〕し、第2の固定ベルト5で引き波方向bの起立位置U2に起き上がった時、扉体11を引き波方向bの波力に抗して起立位置U2に保持する程度の長さとする。   The second retaining belt 7 rotates left [see FIG. 3 (b)] after the door body 11 rolls leftward from the lying position D (see FIG. 3B), and the standing position in the pulling wave direction b by the second fixing belt 5. The length of the door 11 is such that the door 11 is held in the standing position U2 against the wave force in the pulling direction b when it gets up at U2.

各ベルト4〜7は、例えば、補強されたゴム製であることが好ましいが、可撓性の金属製であってもよい。   Each of the belts 4 to 7 is preferably made of, for example, reinforced rubber, but may be made of a flexible metal.

第1、第2引き止めベルト6,7に代えて、扉体11を押し波方向aの波力に抗して起立位置U1に保持するとともに、扉体11を引き波方向bの波力に抗して起立位置U2に保持するように、扉体11に対してストッパ部材(第1、第2の保持部材)を設けることも可能である。   Instead of the first and second retaining belts 6 and 7, the door body 11 is held at the standing position U <b> 1 against the wave force in the pushing wave direction a, and the door body 11 is resisted against the wave force in the pulling direction b. Thus, a stopper member (first and second holding members) can be provided on the door body 11 so as to be held at the standing position U2.

ここで、本実施形態の扉体11と水底用敷き部材12とによる隙間(仰角)fと、特許文献3の扉体1と水底面2とによる隙間(仰角)fとの関係を説明する。   Here, the relationship between the gap (elevation angle) f between the door body 11 and the water bottom laying member 12 of the present embodiment and the gap (elevation angle) f between the door body 1 and the water bottom surface 2 of Patent Document 3 will be described.

図8(a)は、扉体11と水底用敷き部材12とによる隙間(仰角)fを示した側面図、図9(a)は、扉体11の揺動限界起立角度αを示した側面図である。   FIG. 8A is a side view showing a gap (elevation angle) f between the door body 11 and the water bottom laying member 12, and FIG. 9A is a side view showing the swing limit standing angle α of the door body 11. FIG.

図8(b)は、扉体1と水底面2とによる隙間(仰角)fを示した側面図、図9(b)は、扉体1の揺動限界起立角度αを示した側面図である。   FIG. 8B is a side view showing the gap (elevation angle) f between the door body 1 and the water bottom surface 2, and FIG. 9B is a side view showing the swing limit rising angle α of the door body 1. is there.

図8(a)(b)のように、扉体11と扉体1の高さTはいずれも20mであり、扉体11の最大厚さJ1は1.2m、扉体1の最大厚さJ3は2.4mである。   As shown in FIGS. 8A and 8B, the height T of the door body 11 and the door body 1 are both 20 m, the maximum thickness J1 of the door body 11 is 1.2 m, and the maximum thickness of the door body 1. J3 is 2.4 m.

水底用敷き部材12の上面12aの最大厚さJ2は1.2mであり、水底面2の上面は略水平なフラット面である。   The maximum thickness J2 of the upper surface 12a of the water bottom laying member 12 is 1.2 m, and the upper surface of the water bottom surface 2 is a substantially horizontal flat surface.

すなわち、水底面2の上面が略水平なフラット面である特許文献3では、隙間(仰角)fを確保するために、扉体1の最大厚さJ3は2.4mが必要となる。   That is, in Patent Document 3 in which the upper surface of the water bottom surface 2 is a substantially horizontal flat surface, the maximum thickness J3 of the door body 1 is required to be 2.4 m in order to ensure a gap (elevation angle) f.

これに対して、水底用敷き部材12の上面12aが略円弧状で、最大厚さJ2が1.2mである本実施形態では、特許文献3と同じ隙間(仰角)fを確保するために、扉体11の最大厚さJ1を1.2m(特許文献3の半分)とすることができる。   On the other hand, in the present embodiment in which the upper surface 12a of the water bottom laying member 12 is substantially arc-shaped and the maximum thickness J2 is 1.2 m, in order to ensure the same gap (elevation angle) f as in Patent Document 3, The maximum thickness J1 of the door body 11 can be 1.2 m (half of Patent Document 3).

このように、略円弧状の上面12aを有する水底用敷き部材12を組み合わせた本実施形態の扉体11と、略水平なフラット面である上面を有する水底面2を組み合わせた特許文献3の扉体1とは、隙間(仰角)fがほぼ同じとなる。   Thus, the door of patent document 3 which combined the door body 11 of this embodiment which combined the bottom member 12 for the water bottom which has the substantially circular arc-shaped upper surface 12a, and the water bottom 2 which has the upper surface which is a substantially horizontal flat surface. The gap (elevation angle) f is substantially the same as that of the body 1.

そこで、次に、本実施形態の扉体11と特許文献3の扉体1との揺動限界起立角度αの関係を説明する。ここで、揺動限界起立角度αとは、本実施形態の扉体11では、下面11dが水底用敷き部材12の略円弧状の上面12aを転動しながら所定の起立角度(例えば約30度)まで自然に起き上がる角度のことであり、特許文献3の扉体1では、下面1dが水底面2の略水平なフラット面である上面を転動しながら所定の起立角度(例えば約30度)まで自然に起き上がる角度のことである。   Then, next, the relationship of the rocking | fluctuation limit standing angle (alpha) of the door body 11 of this embodiment and the door body 1 of patent document 3 is demonstrated. Here, the swing limit standing angle α is a predetermined standing angle (for example, about 30 degrees) while the lower surface 11d rolls on the substantially arc-shaped upper surface 12a of the water bottom laying member 12 in the door body 11 of the present embodiment. In the door body 1 of Patent Document 3, the lower surface 1d rolls on the upper surface, which is a substantially horizontal flat surface of the water bottom surface 2, and a predetermined standing angle (for example, about 30 degrees). It is the angle that naturally rises up to.

図9(a)のように、扉体11の倒伏位置Dでは、支点Hと重心Gは、高さHの中間位置(最大厚さJ1の位置)にある。また、扉体11の傾きは、水底用敷き部材12に対して例えば約0度である。なお、図9(b)は扉体1を示すもので、図9(a)の扉体11と同様であるので、説明を省略する。   As shown in FIG. 9A, at the lying position D of the door body 11, the fulcrum H and the center of gravity G are at an intermediate position of the height H (position of the maximum thickness J1). Moreover, the inclination of the door body 11 is, for example, about 0 degree with respect to the water bottom laying member 12. FIG. 9B shows the door body 1 and is the same as the door body 11 of FIG.

そして、押し波方向aの波力(引き波方向bの波力でも同様。)が扉体11の一端部11aと水底用敷き部材12の上面12aとの間の隙間(仰角)fに流入することで、扉体11の一端部11aには上向き、他端部11bには下向きの偶力Pが発生する。   Then, the wave force in the pushing wave direction a (the same applies to the wave force in the pulling wave direction b) flows into the gap (elevation angle) f between the one end portion 11a of the door body 11 and the upper surface 12a of the water bottom laying member 12. Thus, a couple P is generated upward at one end 11a of the door body 11 and downward at the other end 11b.

このとき、扉体11は、倒伏位置Dにあると、支点Hと重心Gは0°の位置にあるが、偶力Pで例えば5°傾くと、支点Hと重心Gは5°の位置に移動する。同様に、10°、15°、20°、25°、30°傾くと、支点Hと重心Gは、それぞれ10°、15°、20°、25°、30°の位置に移動する。   At this time, when the door body 11 is in the lying position D, the fulcrum H and the center of gravity G are at a position of 0 °. However, if the door 11 is tilted by, for example, 5 °, the fulcrum H and the center of gravity G are at a position of 5 °. Moving. Similarly, when tilted by 10 °, 15 °, 20 °, 25 °, and 30 °, the fulcrum H and the center of gravity G move to positions of 10 °, 15 °, 20 °, 25 °, and 30 °, respectively.

この結果、扉体11は、支点Hと重心Gが徐々に他端部11bの方向に移動することで、下面11dが水底用敷き部材12の上面12aを転動しながら所定の起立角度(例えば約30度…揺動限界起立角度α)まで自然に起き上がるのである。   As a result, the fulcrum H and the center of gravity G gradually move in the direction of the other end 11b, so that the lower surface 11d rolls on the upper surface 12a of the waterbed laying member 12 and the door body 11 has a predetermined standing angle (for example, It rises naturally up to about 30 degrees… the swing limit standing angle α).

そして、支点Hと重心Gが他端部11bに移動すると、この他端部11bは第1の固定ベルト4に連結されているから、扉体11は他端部11bを中心(支点Hとして)に回転するのである。   And if the fulcrum H and the gravity center G move to the other end part 11b, since this other end part 11b is connected with the 1st fixing belt 4, the door body 11 centers on the other end part 11b (as fulcrum H). It will rotate.

図9(a)の本実施形態の扉体11と図9(b)の特許文献3の扉体1とを対比すれば、隙間(仰角)fがほぼ同じとなる結果、揺動限界起立角度αもほぼ同じとなることが分かる。   When the door body 11 of the present embodiment in FIG. 9A is compared with the door body 1 of Patent Document 3 in FIG. 9B, the gap (elevation angle) f is substantially the same, and as a result, the swing limit standing angle is increased. It can be seen that α is almost the same.

このことから、本実施形態の扉体11の最大厚さJ1は、図9(b)の特許文献3の扉体1の最大厚さJ3と比較して、約半分に薄くできるので、扉体11の水中重量を軽くできるのである。   From this, the maximum thickness J1 of the door body 11 of the present embodiment can be reduced by about half compared to the maximum thickness J3 of the door body 1 of Patent Document 3 in FIG. 11 underwater weight can be reduced.

前記のように構成した起伏式防波装置であれば、扉体11は、図1または図4のように、平常時には水底用敷き部材12の倒伏位置D(水底用敷き部材12に対して例えば約0度。以下同様)に倒れているから、船舶34の航行等に影響を与えない。この平常時の波の流れでは、扉体11は僅かに揺れ動く程度である。   In the case of the undulating wave breaker configured as described above, the door body 11 is in the normal position, as shown in FIG. 1 or FIG. Since it falls to about 0 degrees (the same applies hereinafter), it does not affect the navigation of the ship 34 or the like. In this normal wave flow, the door body 11 is slightly swung.

そして、図2または図5に示すように、津波、高潮、副振動等で押し波が発生すると、押し波方向aの波力が扉体11の一端部11aと水底用敷き部材12との間の隙間(仰角)fに流入することで、扉体11の一端部11aには上向き、他端部11bには下向きの偶力Pが発生する。   As shown in FIG. 2 or 5, when a push wave is generated by a tsunami, a storm surge, a secondary vibration, etc., the wave force in the push wave direction a is between the one end portion 11 a of the door body 11 and the water bottom laying member 12. Flows into the gap (elevation angle) f, and a couple P is generated at the one end 11a of the door body 11 upward and at the other end 11b.

このとき、扉体11の下面11dと水底用敷き部材12の上面12aとが略円弧状であるから、扉体11は、支点Hと重心Gが徐々に他端部11bの方向に移動することで、下面11dが水底用敷き部材12の上面12aを転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点Hと重心Gが他端部11bに移動すると、この他端部11bは第1の固定ベルト4に連結されているから、扉体11は他端部11bを中心に回転するようになる。つまり、扉体11は、倒伏位置Dから所定角度まで転動した後に、起立位置(例えば約90度)U1まで回転するようになる。   At this time, since the lower surface 11d of the door body 11 and the upper surface 12a of the water bottom laying member 12 are substantially arc-shaped, the fulcrum H and the center of gravity G of the door body 11 gradually move toward the other end portion 11b. Thus, the lower surface 11d naturally rises up to a predetermined standing angle (for example, about 30 degrees) while rolling on the upper surface 12a of the water bottom laying member 12. When the fulcrum H and the center of gravity G move to the other end portion 11b, the other end portion 11b is connected to the first fixing belt 4, so that the door body 11 rotates around the other end portion 11b. Become. That is, the door 11 rotates from the lying position D to a predetermined angle and then rotates to the standing position (for example, about 90 degrees) U1.

一方、図3または図5に示すように、押し波が終わり、ついで引き波が発生すると、扉体11は水底用敷き部材12の上面12aの倒伏位置Dに倒れる。そして、引き波方向bの波力が扉体11の他端部11bと水底用敷き部材12の上面12aとの間の隙間fに流入することで、扉体11の他端部11bには上向き、一端部11aには下向きの偶力Pが発生する。   On the other hand, as shown in FIG. 3 or FIG. 5, when the pushing wave ends and then the pulling wave is generated, the door body 11 falls to the fall position D on the upper surface 12 a of the water bottom laying member 12. The wave force in the pulling direction b flows upward into the other end portion 11b of the door body 11 by flowing into the gap f between the other end portion 11b of the door body 11 and the upper surface 12a of the water bottom laying member 12. The downward couple P is generated at the one end portion 11a.

このとき、扉体11の下面11dと水底用敷き部材12の上面12aとが略円弧状であるから、扉体11は、支点Hと重心Gが徐々に一端部11a方向に移動することで、下面11dが水底用敷き部材12の上面12aを転動しながら所定の起立角度(例えば約30度)まで自然に起き上がるようになる。そして、支点Hと重心Gが一端部11aに移動すると、この一端部11aは第2の固定ベルト5に連結されているから、扉体11は一端部11aを中心に回転するようになる。つまり、扉体11は、倒伏位置Dから所定角度まで転動した後に、起立位置(例えば約90度)U2まで回転するようになる。   At this time, since the lower surface 11d of the door body 11 and the upper surface 12a of the water bottom laying member 12 are substantially arc-shaped, the door body 11 is such that the fulcrum H and the center of gravity G gradually move toward the one end 11a. The lower surface 11d naturally rises up to a predetermined standing angle (for example, about 30 degrees) while rolling on the upper surface 12a of the water bottom laying member 12. And if the fulcrum H and the gravity center G move to the one end part 11a, this one end part 11a is connected with the 2nd fixing belt 5, Therefore The door body 11 comes to rotate centering on the one end part 11a. That is, the door body 11 rotates to the standing position (for example, about 90 degrees) U2 after rolling from the lying position D to a predetermined angle.

したがって、図2に示したように、押し波が発生したとき、扉体11の他端部11bは第1の固定ベルト4に連結されているから、扉体11は右方向に転動した後に他端部11bを中心に右回転Qする。そして、扉体11の一端部11aは第1の引き止めベルト6に連結されているから、扉体11は押し波方向aの波力に抗して起立位置U1に保持されるようになる。この結果、押し波は、起立位置U1の扉体11で抑制されるようになる。   Therefore, as shown in FIG. 2, when a push wave is generated, the other end portion 11 b of the door body 11 is connected to the first fixing belt 4, so that the door body 11 rolls in the right direction. Right-turn Q around the other end 11b. And since the one end part 11a of the door body 11 is connected with the 1st retention belt 6, the door body 11 comes to be hold | maintained in the standing position U1 against the wave force of the pushing wave direction a. As a result, the push wave is suppressed by the door body 11 at the standing position U1.

また、図3に示したように、押し波が終わり、ついで引き波が発生したとき、扉体11の一端部11aは第2の固定ベルト5に連結されているから、扉体11は左方向に転動した後に一端部11aを中心に左回転Rする。そして、扉体11の他端部11bは第2の引き止めベルト7に連結されているから、扉体11は引き波方向bの波力に抗して起立位置U2に保持されるようになる。この結果、引き波は、起立位置U2の扉体11で抑制されるようになる。   Also, as shown in FIG. 3, when the push wave is finished and then the pulling wave is generated, the one end portion 11a of the door body 11 is connected to the second fixing belt 5, so that the door body 11 is directed leftward. Rotate counterclockwise around the one end 11a. Since the other end portion 11b of the door body 11 is connected to the second retaining belt 7, the door body 11 is held at the standing position U2 against the wave force in the wave pulling direction b. As a result, the pulling wave is suppressed by the door body 11 at the standing position U2.

ここで、水底用敷き部材12が特許文献3の水底面2のように略水平なフラット面Kであれば、扉体11の一端部(若しくは他端部11b)11aと水底用敷き部材12との間に波力が流入するための隙間(仰角)fを確保するために、水底用敷き部材12から扉体11の一端部(若しくは他端部11b)11aまでの高さを高く設定する必要がある。これにより、扉体11の厚みが厚くなることで、扉体11の水中重量が重くなる結果、押し波(若しくは引き波)の流速が遅いときは起立速度が遅くなって、起立感度が悪くなる。   Here, if the water bottom laying member 12 is a substantially horizontal flat surface K like the water bottom 2 of Patent Document 3, one end (or the other end 11b) 11a of the door 11 and the water bottom laying member 12 In order to secure a gap (elevation angle) f for wave force to flow in between, it is necessary to set the height from the bottom member 12 to the one end (or the other end 11b) 11a of the door body 11 high. There is. Thereby, when the thickness of the door body 11 is increased, the underwater weight of the door body 11 is increased. As a result, when the flow velocity of the push wave (or the pulling wave) is slow, the standing speed is slowed and the standing sensitivity is deteriorated. .

これに対して、水底用敷き部材12における扉体11の下面11dに対向する上面12aを、側面視で上向き略円弧状(若しくは略台形状)に形成しているから、扉体11の一端部(若しくは他端部11b)11aと水平面Kとの間の隙間(仰角)fに加えて、この水平面Kと水底用敷き部材12の上面12aとの間にも隙間(仰角)fが確保されるために、水平面Kから扉体11の一端部(若しくは他端部11b)11aまでの高さを高く設定する必要がなくなる。これにより、扉体11の厚みを薄くできることで、扉体11の水中重量が軽くなる結果、押し波(若しくは引き波)の流速が遅くても起立速度が早くなって、起立感度がより向上するから、津波等による被害がより軽減できるようになる。   On the other hand, since the upper surface 12a facing the lower surface 11d of the door body 11 in the water bottom laying member 12 is formed in a substantially arc shape (or substantially trapezoidal shape) upward in a side view, one end portion of the door body 11 is formed. (Or the other end portion 11b) In addition to the gap (elevation angle) f between the horizontal surface K and the horizontal surface K, a gap (elevation angle) f is also secured between the horizontal surface K and the upper surface 12a of the water bottom laying member 12. Therefore, it is not necessary to set the height from the horizontal plane K to one end (or the other end 11b) 11a of the door body 11 high. Thereby, the thickness of the door body 11 can be reduced, so that the weight of the door body 11 in water is reduced. As a result, even when the flow velocity of the push wave (or the pulling wave) is slow, the rising speed is increased and the standing sensitivity is further improved. Therefore, damage caused by tsunamis can be reduced.

このように、起伏式防波装置を港湾の固定防波堤30で仕切られた出入口(水路)31に設置すれば、押し波で港湾内の潮位が急激に上がるのを抑制でき、引き波で港湾内の潮位が急激に下がるのを抑制できるようになる。   In this way, if the undulating wave breaker is installed at the entrance / exit (water channel) 31 partitioned by the fixed breakwater 30 of the port, it is possible to suppress a sudden rise in the tide level in the port due to the push wave, and in the port due to the pulling wave It will be possible to suppress the sudden drop in the tide level.

また、河川の河口に設置すれば、押し波が河川を遡行して上流側の堤防等から溢水するのを抑制できる。なお、河川の河口に設置した場合、引き波の対策は特に必要ないので、この場合には、第2の引き止めベルト7を予め短くしておけば、扉体11を倒伏位置D方向の適当な位置に保持しておくことができる。   Moreover, if it is installed at the river mouth, it is possible to prevent the push waves from going back up the river and overflowing from the upstream bank. Note that when installed at the river mouth, there is no particular need for countermeasures against pulling waves. In this case, if the second retaining belt 7 is shortened in advance, the door body 11 is moved to an appropriate position in the lying position D. Can be held in place.

前記のように構成すれば、扉体11は、第1の固定ベルト4で扉体11の他端部11bを揺動可能に支持し、第2の固定ベルト5で扉体11の一端部11aを揺動可能に支持しているから、背景技術のような複数個のヒンジ金具やヒンジ軸が不要になるので(ヒンジレス式)、支持構造が簡単で、部品点数も少なくなる(ヒンジレスゲート)。   If comprised as mentioned above, the door body 11 will support the other end part 11b of the door body 11 by the 1st fixed belt 4 so that rocking | fluctuation is possible, and the one end part 11a of the door body 11 with the 2nd fixed belt 5 will be described. Since it is supported so that it can swing, there is no need for multiple hinge brackets and hinge shafts as in the background art (hingeless type), so the support structure is simple and the number of parts is reduced (hingeless gate). .

また、第1の固定ベルト4は、押し波方向aの水底用敷き部材12に一端4aを連結し、他端4bを扉体11の他端部11b付近に連結している。第2の固定ベルト5は、引き波方向bの水底用敷き部材12に一端5aを連結し、他端5bを扉体11の一端部11a付近に連結している。したがって、扉体11は、第1の固定ベルト4と第2の固定ベルト5とで、倒伏位置Dにおいて、押し波方向aまたは引き波方向bの何れの方向にもずれ動かないように位置規制される。   Further, the first fixed belt 4 has one end 4 a connected to the water bottom laying member 12 in the push wave direction a, and the other end 4 b connected to the vicinity of the other end 11 b of the door body 11. The second fixed belt 5 has one end 5 a connected to the water bottom laying member 12 in the pulling direction b and the other end 5 b connected to the vicinity of the one end 11 a of the door body 11. Therefore, the position of the door 11 is restricted so that the door 11 does not move in either the pushing wave direction a or the pulling wave direction b at the lying position D between the first fixing belt 4 and the second fixing belt 5. Is done.

また、各引き止めベルト6,7は、各固定ベルト4,5と同じベルト素材を共用できるので、製造や管理が容易になる。   Further, since each of the retaining belts 6 and 7 can share the same belt material as that of each of the fixed belts 4 and 5, manufacture and management are facilitated.

さらに、扉体11の下面11dだけを下向き略円弧状若しくは略台形状に形成し、上面11cをフラット状に形成しているから(略三日月形状)、水平面Kから扉体11の一端部(若しくは他端部11b)11aまでの高さをより低く設定することができ、これにより、扉体11の厚みをより薄くできることで、扉体11の水中重量がより軽くなる結果、押し波(若しくは引き波)の流速が遅くても起立速度が早くなって、起立感度がより向上するようになる。   Furthermore, since only the lower surface 11d of the door body 11 is formed in a substantially arcuate or substantially trapezoidal shape downward and the upper surface 11c is formed in a flat shape (substantially crescent shape), one end of the door body 11 from the horizontal plane K (or The height to the other end portion 11b) 11a can be set lower, and as a result, the thickness of the door body 11 can be made thinner, so that the underwater weight of the door body 11 becomes lighter. Even if the wave velocity is low, the rising speed is increased, and the rising sensitivity is further improved.

また、扉体11は中空状であるから、製造時や搬送時は軽量であって、取扱いが容易であるとともに、設置現場で、液体(その現場の海水や川水等)を中空部13に充填すると、その場で水底用敷き部材12の上部に設置できるから、設置作業が容易になる。   Further, since the door body 11 is hollow, it is lightweight during manufacture and transportation, and is easy to handle, and at the installation site, liquid (such as sea water or river water) is supplied to the hollow portion 13. When filled, it can be installed on the bottom of the water bottom laying member 12 on the spot, so that the installation work becomes easy.

このように、扉体11は、押し波・引き波に対して無動力で自動的に起立するから、ライフライン(停電等)の影響を受けることがない。また、水底基礎地盤(水底面敷き部材12)と扉体11との取り合いに自由度があるので、地震による地盤変動の影響を受けにくい。特に水底面敷き部材12との間に流木等の異物が挟まったとしても、扉体11は、異物の上に乗り上げながらでも起立するようになる。さらに、据付けが容易で、設置工事期間が短く、船舶航行への影響が少ない。   In this way, the door body 11 automatically stands up with no power with respect to the push wave / pulling wave, and thus is not affected by the lifeline (power failure or the like). Moreover, since there is a degree of freedom in the contact between the water bottom foundation ground (water bottom laying member 12) and the door body 11, it is difficult to be affected by ground fluctuation caused by an earthquake. In particular, even if a foreign object such as driftwood is sandwiched between the water bottom laying member 12, the door body 11 comes to stand while riding on the foreign object. In addition, installation is easy, installation work period is short, and there is little influence on ship navigation.

前記実施形態では、扉体11の下面11dを側面視で下向き略円弧状に形成し、上面11cをフラットに形成しているが(略三日月形状)、図10(a)のように、扉体11の上下面11c,11dの双方を略円弧状に形成することもできる。   In the above embodiment, the lower surface 11d of the door body 11 is formed in a substantially arcuate shape downward in a side view and the upper surface 11c is formed in a flat shape (substantially crescent shape). However, as shown in FIG. Both the upper and lower surfaces 11c and 11d of the electrode 11 can be formed in a substantially arc shape.

また、図10(c)(d)のように、扉体11の下面11d、または扉体11の下面11cと上面11cの双方を側面視で略台形状に形成することもできる。   10C and 10D, the lower surface 11d of the door body 11 or both the lower surface 11c and the upper surface 11c of the door body 11 can be formed in a substantially trapezoidal shape in a side view.

前記実施形態では、水底用敷き部材12の上面12aを側面視で上向き略円弧状に形成しているが、図10(d)(e)のように、水底用敷き部材12の上面12aを側面視で略台形(傾斜)状に形成することもできる。   In the above-described embodiment, the upper surface 12a of the water bottom laying member 12 is formed in a substantially arc shape upward in a side view. However, as shown in FIGS. It can also be formed in a substantially trapezoidal (tilted) shape as viewed.

前記実施形態では、水底用敷き部材12の上面12aを、押し波方向a側と引き波方向b側の双方が、側面視で上向き略円弧状若しくは略台形状に形成したものである。このようにすれば、扉体11の下面11dと水底用敷き部材12の上面12aと間の隙間(仰角)fが押し波時と引き波時で同じにできるから、押し波時と引き波の双方の起立感度がより向上するようになる。   In the embodiment, the upper surface 12a of the water bottom laying member 12 is formed so that both the pushing wave direction a side and the drawing wave direction b side are substantially arcuate or trapezoidal upward in a side view. In this way, the gap (elevation angle) f between the lower surface 11d of the door body 11 and the upper surface 12a of the water bottom laying member 12 can be made the same at the time of the pushing wave and at the time of the pulling wave. Both standing-up sensitivities are improved.

これに対して、図15(a)のように、水底用敷き部材12の上面12aは、押し波方向a側が、側面視で上向き略円弧状若しくは略台形状に形成し、引き波方向b側が、略水平なフラット面12f’に形成することもできる。これにより、引き波方向b側の隙間(仰角)f’は、押し波a方向側の隙間(仰角)fの約半分の狭さになる。   On the other hand, as shown in FIG. 15 (a), the upper surface 12a of the water bottom laying member 12 is formed in a substantially arc shape or a substantially trapezoidal shape in the pushing wave direction a side upward in a side view, and the drawing wave direction b side is Alternatively, it can be formed on a substantially horizontal flat surface 12f ′. As a result, the gap (elevation angle) f ′ on the side of the pulling wave direction b becomes about half as narrow as the gap (elevation angle) f on the side of the push wave a.

このようにすれば、押し波時は、所定の起立角度(揺動限界起立角度α)までの起き上がり感度は、前記実施形態と同じであるが、その後の起立速度はやや遅くなる。その反面、引き波時は、隙間(仰角)fが狭いので、所定の起立角度(揺動限界起立角度α)までの起き上がり感度は、前記実施形態の約半分に低くなるが、その後の起立速度は同じである。   In this way, at the time of the push wave, the rising sensitivity up to a predetermined rising angle (swing limit rising angle α) is the same as that in the above embodiment, but the subsequent rising speed is somewhat slow. On the other hand, since the gap (elevation angle) f is narrow at the time of the pulling wave, the rising sensitivity up to a predetermined standing angle (swing limit rising angle α) is reduced to about half that of the above embodiment, but the rising speed thereafter. Are the same.

したがって、押し波時に起立した扉体11の上部を越流等して港湾内に入った海水は、引き波時に、起き上がり感度を低下させた扉体11の上方を通過して港湾外に早く排出(内水排除)されるので、港湾内の水位を早く下げることが可能になる。   Therefore, the seawater that entered the harbor by overflowing the upper part of the door body 11 standing at the time of the push wave passes through the upper part of the door body 11 whose sensitivity has been lowered and is quickly discharged out of the harbor at the time of the pulling wave. Because (internal water is excluded), the water level in the port can be lowered quickly.

図12(b)は、図12(a)のような略水平なフラット面12f’ではなく、上向き傾斜のフラット面12f’’としたものである。   FIG. 12B shows a flat surface 12 f ″ inclined upward instead of the substantially horizontal flat surface 12 f ′ as shown in FIG.

このようにすれば、隙間(仰角)f’’は、図12(a)の隙間(仰角)f’よりもさらに狭くなるので、引き波時の所定の起立角度(揺動限界起立角度α)までの起き上がり感度を、図12(a)の実施形態よりもさらに低くすることが可能になる。   In this way, the gap (elevation angle) f ″ is further narrower than the gap (elevation angle) f ′ in FIG. 12A, so that a predetermined standing angle (oscillation limit standing angle α) at the time of the pulling wave is obtained. It is possible to make the rising sensitivity up to that in the embodiment of FIG.

前記実施形態では、水底用敷き部材12の上面12aの全面を、側面視で上向き略円弧状(若しくは略台形状)に形成しているが、図11(a)〜(c)のH桁タイプ(後述)ように、水底用敷き部材12の上面12aの各ベルト4〜7が位置する部分に、このベルト4〜7がそれぞれ嵌まり込み可能な凹部12bを、扉体11の揺動方向に形成することができる。なお、図12(a)〜(e)の箱桁タイプ(後述)も同様な凹部12bを形成している。   In the above embodiment, the entire upper surface 12a of the water bottom laying member 12 is formed in a substantially arcuate shape (or substantially trapezoidal shape) upward in a side view, but the H-digit type of FIGS. 11 (a) to 11 (c). As will be described later, the recesses 12b into which the belts 4 to 7 can be respectively fitted in the portions where the belts 4 to 7 are located on the upper surface 12a of the water bottom laying member 12 in the swinging direction of the door body 11. Can be formed. In addition, the box girder type (described later) in FIGS. 12A to 12E also has a similar recess 12b.

また、水底用敷き部材12の上面12aの凹部12bに代えて、図14(d)(e)のように、扉体11の下面11dの各ベルト4〜7が位置する部分に、このベルト4〜7がそれぞれ嵌まり込み可能な凹部11gを扉体11の揺動方向に形成することができる。   Further, in place of the recess 12b on the upper surface 12a of the water bottom laying member 12, as shown in FIGS. 11 g can be formed in the swinging direction of the door body 11.

なお、水底用敷き部材12の上面12aと扉体11の下面11dの双方に凹部12b,11gをそれぞれ形成することも可能である。   It is also possible to form the recesses 12b and 11g on both the upper surface 12a of the water bottom laying member 12 and the lower surface 11d of the door body 11, respectively.

このように、水底用敷き部材12の上面12aと扉体11の下面11dとの少なくとも一方のベルト4〜7が位置する部分に、このベルト4〜7が嵌まり込み可能な凹部12b,11gを扉体11の揺動方向に形成すれば、扉体11が倒伏位置Dにある通常時はもちろん、扉体11が倒伏位置Dから起立位置U1,U2に起きあがる押し波・引き波の到来時にも、凹部12b,11gにベルト4〜7が嵌り込むことで、ベルト4〜7が扉体11の下面11dと水底面敷き部材12の上面12aとの間に挟み込まれない。したがって、扉体11の水中重量(扉体11の大きさにもよるが、数トン〜数10トン)がベルト4〜7に作用しないので、ベルト4〜7の損傷が防止できるようになる。   In this way, the recesses 12b and 11g into which the belts 4 to 7 can be fitted are provided in the portions where at least one of the belts 4 to 7 of the upper surface 12a of the floor member 12 and the lower surface 11d of the door body 11 is located. If it is formed in the swinging direction of the door body 11, not only when the door body 11 is in the lying position D, but also when the door body 11 rises from the lying position D to the standing positions U1 and U2, and when a push wave / pulling wave arrives. Since the belts 4 to 7 are fitted into the recesses 12b and 11g, the belts 4 to 7 are not sandwiched between the lower surface 11d of the door body 11 and the upper surface 12a of the water bottom laying member 12. Therefore, since the underwater weight of the door body 11 (depending on the size of the door body 11, several tons to several tens tons) does not act on the belts 4 to 7, the belts 4 to 7 can be prevented from being damaged.

また、図11(a)〜(c)のH桁タイプの水底用敷き部材12のように、上面12aは、扉体11の揺動方向に、この扉体11の下面11dの一部が接触可能なレール状に形成されている構成とすることができる。   11A to 11C, the upper surface 12a is in contact with a part of the lower surface 11d of the door body 11 in the swinging direction of the door body 11. As shown in FIG. It can be set as the structure currently formed in the shape of a possible rail.

図11(a)は凹部12bの有るH桁タイプの水底用敷き部材12の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図である。図14(a)は上面12aが上向き略円弧状の水底用敷き部材12の側面図、(b)は上面12aが上向き略台形状の水底用敷き部材12の側面図である。   FIG. 11A is a plan view of an H-girder type water bottom laying member 12 having a recess 12b, FIG. 11B is an enlarged sectional view taken along the line II of FIG. 11A, and FIG. It is an II line expanded sectional view. FIG. 14A is a side view of the water bottom laying member 12 whose upper surface 12a is upward and substantially arc-shaped, and FIG. 14B is a side view of the water bottom laying member 12 whose upper surface 12a is upward and substantially trapezoidal.

この水底用敷き部材12は、扉体11の幅Wと高さTに相当する略長方形状の土台フレーム12Aを備えている。この土台フレーム12Aが水底33に形成した凹部33a(図4参照)の底に設置されることになる。この土台フレーム12Aの高さh1は、上面12aの最低高さh1の下端部と略同じ高さh1に設定されている。   The water bottom laying member 12 includes a substantially rectangular base frame 12 </ b> A corresponding to the width W and height T of the door body 11. The base frame 12A is installed at the bottom of a recess 33a (see FIG. 4) formed in the water bottom 33. The height h1 of the base frame 12A is set to substantially the same height h1 as the lower end portion of the minimum height h1 of the upper surface 12a.

土台フレーム12Aには、ベルト4〜7が嵌まり込み可能な凹部12bを隔てた2本一対のH桁12Bが幅方向の左右位置にそれぞれ溶接固定されている。そして、このH桁12Bの上面12aのみを上向き略円弧状(若しくは上向き略台形状)に形成している。つまり、2本一対のH桁12Bの上部にレール状の上面12aが形成されることになる。   On the base frame 12A, two pairs of H girders 12B with a recess 12b into which the belts 4 to 7 can be fitted are respectively welded and fixed at left and right positions in the width direction. And only the upper surface 12a of this H beam 12B is formed in the upward substantially circular arc shape (or upward substantially trapezoidal shape). That is, the rail-shaped upper surface 12a is formed on the upper part of the pair of H beams 12B.

土台フレーム12Aには、短辺方向の縦補強材12cと長辺方向の横補強材12dとが溶接固定され、さらに、斜め方向の斜め補強材12eが溶接固定されることで、補強されるようになっている。   The base frame 12A is reinforced by welding the vertical reinforcing material 12c in the short side direction and the horizontal reinforcing material 12d in the long side direction and further fixing the diagonal reinforcing material 12e in the diagonal direction by welding. It has become.

ここで、短辺方向の縦補強材12cは、土台フレーム12Aの高さh1と略同じ高さh1に設定されている。また、長辺方向の横補強材12dは、H桁12Bの上部の上面12aの最大高さh2の頂部と略同じ高さh2に設定されている。   Here, the vertical reinforcing member 12c in the short side direction is set to a height h1 that is substantially the same as the height h1 of the base frame 12A. Further, the lateral reinforcing material 12d in the long side direction is set to a height h2 that is substantially the same as the top of the maximum height h2 of the upper surface 12a of the upper part of the H beam 12B.

そして、長辺方向の横補強材12dの高さh2を高く設定することで、押し波方向aの波力と引き波方向bの波力が横補強材12dでブロックされて、上面12aの下方を素通りしにくくなるので、上向きの偶力Pが減少しにくくなる。   Then, by setting the height h2 of the lateral reinforcing material 12d in the long side direction to be high, the wave force in the pushing wave direction a and the wave force in the pulling direction b are blocked by the lateral reinforcing material 12d, and below the upper surface 12a. , The upward couple P is less likely to decrease.

このように、2本一対のH桁12Bで水底用敷き部材12の上面12aを、扉体11の下面11dの一部が接触可能なレール状に形成しているから、水底用敷き部材12に略円弧状若しくは略台形状の部分が一部でよいので、図7のような全部とする場合に比べて、上面12aの製造コストが大幅(略1/3〜1/4程度)に低減する。また、上面12aに対する貝類(扉体11の揺動の障害となるおそれがある。)の付着量も減るので、付着防止材の塗布コストも低減する。なお、上面12aを鏡面とし、または上面12aに合成樹脂材をコーティングすれば、貝類の付着量をさらに減少させることができる。   In this way, since the upper surface 12a of the bottom member 12 is formed in a rail shape in which a part of the lower surface 11d of the door body 11 can come into contact with the pair of H girders 12B, Since the substantially arc-shaped or substantially trapezoidal portion may be a part, the manufacturing cost of the upper surface 12a is greatly reduced (about 1/3 to 1/4) compared to the case of the whole as shown in FIG. . In addition, since the amount of shellfish (which may be an obstacle to swinging of the door body 11) with respect to the upper surface 12a is reduced, the application cost of the adhesion preventing material is also reduced. If the upper surface 12a is a mirror surface or the upper surface 12a is coated with a synthetic resin material, the amount of shellfish attached can be further reduced.

図11(c)のように、2本一対のH桁12Bの間を補強材12fでさらに補強することができる。この場合、補強材12fは、ベルト4〜7が凹部12bに深く入り込まないように規制する規制材としも機能するようになる。なお、凹部12bは、ベルト4〜7が引っ掛からないようなU字状に形成することが好ましい。   As shown in FIG. 11C, the space between the pair of H beams 12B can be further reinforced with the reinforcing material 12f. In this case, the reinforcing member 12f also functions as a restricting member that restricts the belts 4 to 7 from entering the recess 12b. The recess 12b is preferably formed in a U shape so that the belts 4 to 7 are not caught.

図12(a)は凹部12bの有る箱桁タイプの水底用敷き部材12の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図、(d)は変形例の凹部12bの有る箱桁タイプの水底用敷き部材12の(a)のI−I線拡大断面図、(e)は(d)の変形例の(a)のI−I線拡大断面図である。   12A is a plan view of a box girder type water bottom laying member 12 having a recess 12b, FIG. 12B is an enlarged sectional view taken along line II of FIG. 12A, and FIG. FIG. 4D is an enlarged sectional view taken along line II, FIG. 4D is an enlarged sectional view taken along line II of FIG. 5A, and FIG. 4E is a modified version of FIG. It is the II sectional expanded sectional view of the example (a).

図12(b)の凹部12bの有る箱桁タイプの水底用敷き部材12は、H桁12Bの両側に補強板12gをそれぞれ溶接固定することで、2本一対の箱桁12Cとしたものである。図12(c)は、2本一対の箱桁12Cの間を補強材12fでさらに補強したものである。箱桁タイプはH桁と比べて強度がアップする。   The box girder type water bottom laying member 12 having the recess 12b in FIG. 12 (b) is formed as a pair of box girders 12C by welding and fixing reinforcing plates 12g on both sides of the H girders 12B. . FIG. 12C is a diagram in which the space between two pairs of box girders 12C is further reinforced by a reinforcing material 12f. The box girder type is stronger than the H girder.

図12(d)はH桁12Bを用いずに、水底用敷き部材12の上面12aとなる上部材12jと下部材12kの両側に補強板12gをそれぞれ溶接固定することで、2本一対の箱桁12Cとしたものである。図12(e)は、2本一対の箱桁12Cの間を補強材12fでさらに補強したものである。   FIG. 12D shows a pair of boxes by welding and fixing the reinforcing plates 12g on both sides of the upper member 12j and the lower member 12k which are the upper surface 12a of the water bottom laying member 12 without using the H beam 12B. The digit 12C is used. FIG. 12E shows a further reinforcement between the pair of box girders 12C with a reinforcing material 12f.

図13(a)は凹部12bの無い箱桁タイプの水底用敷き部材12の平面図、(b)は(a)のI−I線拡大断面図、(c)は変形例の(a)のI−I線拡大断面図である。   13 (a) is a plan view of a box girder type water bottom laying member 12 having no recess 12b, FIG. 13 (b) is an enlarged sectional view taken along line II of FIG. 13 (a), and FIG. It is an II line expanded sectional view.

図13(a)の凹部12bの無い箱桁タイプの水底用敷き部材12は、水底用敷き部材12の上面12aとなる上部材12jと下部材12kの両側に補強板12gをそれぞれ溶接固定することで、1本の幅広な箱桁12Cとしたものである。図13(c)は、1本の幅広な箱桁12Cの内部を補強材12gでさらに補強したものである。   In the box girder type water bottom laying member 12 having no recess 12b in FIG. 13 (a), the reinforcing plates 12g are welded and fixed to both sides of the upper member 12j and the lower member 12k which are the upper surface 12a of the water bottom laying member 12, respectively. Thus, a wide box girder 12C is formed. FIG. 13C is a diagram in which the inside of one wide box girder 12C is further reinforced with a reinforcing material 12g.

図13(a)〜(c)の水底用敷き部材12は、凹部12bを形成していないから、図14(d)(e)に示したように、下面11dにベルト4〜7がそれぞれ嵌まり込み可能な凹部11gを形成した扉体11と組み合わせて用いることが好適である。   Since the water bottom laying member 12 in FIGS. 13A to 13C does not have the recess 12b, the belts 4 to 7 are fitted on the lower surface 11d as shown in FIGS. 14D and 14E. It is suitable to use in combination with the door body 11 in which the recessed portion 11g capable of being stuck is formed.

図14(c)のように、水底用敷き部材12の固定桁12mは、水底33のコンクリートアンカーブロック35に、ライナー36で高さを調整しながら複数本のアンカーボルト37で固定されるようになる。   As shown in FIG. 14 (c), the fixed girder 12 m of the water bottom laying member 12 is fixed to the concrete anchor block 35 of the water bottom 33 with a plurality of anchor bolts 37 while adjusting the height with the liner 36. Become.

前記実施形態では、1枚の扉体11について説明したが、図4〜図6のように、港湾の固定防波堤30で仕切られた出入口31等の幅が広い場合には、扉体11は、その幅をカバーできるように、横並び状で複数個が配列されることになる。   In the said embodiment, although the one door body 11 was demonstrated, when the width | variety of the entrance / exit 31 etc. which were partitioned off by the fixed breakwater 30 of a harbor is wide like FIGS. A plurality are arranged side by side so that the width can be covered.

この場合、隣り合う扉体11の間に、扉体11の横方向移動を規制するガイド板14〔図3(a)参照〕を設けることが好ましい。このガイド板14によって、横並び状の扉体11の横方向移動を確実に規制することができる。   In this case, it is preferable to provide a guide plate 14 (see FIG. 3A) that restricts the lateral movement of the door body 11 between the adjacent door bodies 11. The guide plate 14 can reliably restrict the lateral movement of the horizontally aligned door bodies 11.

前記実施形態では、扉体11の中空部13内に適量の液体または固体(鉄塊等)を充填することで、扉体11を水底用敷き部材12に倒伏位置Dで設置するようにしたが、特許文献3と同様に、扉体11の中空部13に、液体を給排可能な液体用バルブと気体を給排可能な気体用バルブを設けることで、扉体11の起伏状態を制御することもできる。また、扉体11の中空部13を一端部11aと他端部11bとの間で2室に仕切って、各室の中空部に液体用バルブと気体用バルブをそれぞれ設けることで、扉体11の起伏状態を制御することもできる。さらに、扉体11の一端部11aと他端部11bにブイを取付けることで、水面上で扉体11の倒伏位置D、起立位置U1,U2を容易に確認することもできる。   In the above-described embodiment, the door 11 is installed on the water bottom laying member 12 at the lying position D by filling the hollow portion 13 of the door 11 with an appropriate amount of liquid or solid (iron lump etc.). Similarly to Patent Document 3, the undulation state of the door body 11 is controlled by providing a liquid valve capable of supplying and discharging liquid and a gas valve capable of supplying and discharging gas in the hollow portion 13 of the door body 11. You can also. Moreover, the hollow part 13 of the door body 11 is divided into two chambers between the one end part 11a and the other end part 11b, and a liquid valve and a gas valve are respectively provided in the hollow part of each chamber, whereby the door body 11 is provided. It is also possible to control the undulation state. Further, by attaching buoys to the one end portion 11a and the other end portion 11b of the door body 11, it is possible to easily confirm the lying position D and the standing positions U1, U2 of the door body 11 on the water surface.

前記実施形態の起伏式防波装置は、港湾の固定防波堤30で仕切られた出入口(水路)11や河川の河口等の水底に、水底用敷き部材12と扉体11を設置することを前提としたが、これらに限られるものではない。例えば、港湾や河川の防波堤等の上面(押し波や引き波で水がくれば、水底用敷き部材となる。)に設置することも可能である。また、水門、樋門、防潮堤の防潮扉等に代えて設置することも可能である。   The undulation-type wave breaker of the above embodiment is based on the premise that the water bottom laying member 12 and the door body 11 are installed on the water bottom such as the entrance / exit (water channel) 11 or river estuary partitioned by the fixed breakwater 30 of the harbor. However, it is not limited to these. For example, it can be installed on the upper surface of a breakwater or the like in a harbor or a river (if water is generated by pushing waves or pulling waves, it becomes a floor member for the bottom of the water). It can also be installed in place of sluice gates, sluice gates, tide doors of seawalls, etc.

4 第1の固定ベルト
5 第2の固定ベルト
6 第1の引き止めベルト(第1の保持部材)
7 第2の引き止めベルト(第2の保持部材)
11 扉体
11a 一端部
11b 他端部
11c 上面
11d 下面
11g 凹部
12 水底用敷き部材
12a 上面
12b 凹部
13 中空部
a 押し波方向
b 引き波方向
f 隙間(仰角)
D 倒伏位置
K 水平面
U1,U2 起立位置
4 First fixing belt 5 Second fixing belt 6 First retaining belt (first holding member)
7 Second retaining belt (second holding member)
11 Door 11a One end 11b Other end 11c Upper surface 11d Lower surface 11g Recess 12 Water bottom laying member 12a Upper surface 12b Recess 13 Hollow portion a Pushing wave direction b Pulling wave direction f Clearance (elevation angle)
D Lodging position K Horizontal plane U1, U2 Standing position

Claims (7)

水底用敷き部材に対して略平行状態で倒れる倒伏位置と、前記水底用敷き部材に対して略垂直状態で起き上がる起立位置とに揺動可能であって、倒伏位置において、押し波方向の波力を受ける一端部と引き波方向の波力を受ける他端部とがそれぞれ前記水底用敷き部材よりも上方に設定され、この各端部から前記水底用敷き部材に接触する下面との間が、側面視で下向き略円弧状若しくは略台形状に形成されている扉体と、
押し波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の他端部付近に連結されて、前記扉体の他端部を揺動可能に支持する第1の固定ベルトと、
引き波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体の一端部を揺動可能に支持する第2の固定ベルトと、
前記扉体を押し波方向の波力に抗して起立位置に保持する第1の保持部材と、
前記扉体を引き波方向の波力に抗して起立位置に保持する第2の保持部材とを備えた起伏式防波装置において、
第1の保持部材は、押し波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体を押し波方向の波力に抗して起立位置に保持する第1の引き止めベルトであり、
第2の保持部材は、引き波方向の前記水底用敷き部材に一端が連結され、他端が前記扉体の一端部付近に連結されて、前記扉体を引き波方向の波力に抗して起立位置に保持する第2の引き止めベルトであり、
前記水底用敷き部材における前記扉体の下面に対向する上面の少なくとも押し波方向側が、側面視で上向き略円弧状若しくは略台形状に形成され
前記水底用敷き部材の上面と前記扉体の下面との少なくとも一方には、前記ベルトが位置する部分に、このベルトが嵌まり込み可能な凹部が形成されていることを特徴とする起伏式防波装置。
It is swingable between a lying position that falls in a substantially parallel state with respect to the water bottom laying member and a standing position that rises in a substantially vertical state with respect to the water bottom laying member. And the other end receiving the wave force in the direction of the pulling wave are set above the water bottom laying member, and the space between the bottom surface contacting the water bottom laying member from each end, A door formed in a substantially arcuate or substantially trapezoidal shape downward in a side view;
A first fixed belt having one end connected to the water bottom laying member in the direction of the push wave and the other end connected to the vicinity of the other end of the door body so as to swingably support the other end of the door body. When,
A second fixed belt, one end of which is connected to the water bottom laying member in the wave direction, the other end is connected to the vicinity of one end of the door body, and the one end of the door body is swingably supported;
A first holding member that holds the door body in an upright position against wave force in a pushing wave direction;
In the undulating wavebreaker comprising the second holding member that holds the door body in the standing position against the wave force in the pulling wave direction,
The first holding member has one end connected to the water bottom laying member in the push wave direction, and the other end connected to the vicinity of one end of the door body to resist the wave force in the push wave direction. A first retaining belt that is held in an upright position,
The second holding member has one end connected to the water bottom laying member in the wave pulling direction and the other end connected to the vicinity of one end of the door body to resist the wave force in the wave pulling direction. A second retaining belt that holds in an upright position,
At least the push wave direction side of the upper surface facing the lower surface of the door body in the water bottom laying member is formed in a substantially arc shape or a substantially trapezoidal shape upward in a side view ,
At least one of the upper surface of the water bottom laying member and the lower surface of the door body is formed with a concave portion into which the belt can be fitted at a portion where the belt is located. Wave equipment.
前記水底用敷き部材の上面は、押し波方向側と引き波方向側の双方が、側面視で上向き略円弧状若しくは略台形状に形成されていることを特徴とする請求項1に記載の起伏式防波装置。 2. The undulation according to claim 1, wherein an upper surface of the water bottom laying member is formed in a substantially arcuate shape or a substantially trapezoidal shape in an upward direction in a side view in both a pushing wave direction side and a drawing wave direction side. Type wave breaker. 前記水底用敷き部材の上面は、押し波方向側が、側面視で上向き略円弧状若しくは略台形状に形成され、引き波方向側が、略水平若しくは上向き傾斜のフラット面に形成されていることを特徴とする請求項1に記載の起伏式防波装置。 The top surface of the water bottom laying member is formed in a substantially arcuate or substantially trapezoidal shape with the pushing wave direction side upward in a side view, and the drawing wave side is formed on a flat surface that is substantially horizontal or inclined upward. The undulating wave breaker according to claim 1. 前記扉体は、一端部と他端部との間の下面が、側面視で下向き略円弧状若しくは略台形状に形成され、上面が、フラット状に形成されていることを特徴とする請求項1〜3のいずれか一項に記載の起伏式防波装置 The lower surface between the one end portion and the other end portion of the door body is formed in a substantially arc shape or a substantially trapezoidal shape downward in a side view, and the upper surface is formed in a flat shape. The undulation type wave breaker according to any one of 1 to 3 . 前記水底用敷き部材の上面は、前記扉体の揺動方向に、この扉体の下面の一部が接触可能なレール状に形成されていることを特徴とする請求項1〜のいずれか一項に記載の起伏式防波装置。 Upper surface of the sea bed for laying member, the swinging direction of the door body, claim 1-4, wherein a portion of the lower surface of the door body is formed in a shape capable of contacting rail The undulating wave breaker according to one item. 前記扉体は、横並び状で複数個が配列され、隣り合う扉体の間に、扉体の横方向移動を規制するガイド板が設けられていることを特徴とする請求項1〜のいずれか一項に記載の起伏式防波装置。 The door has a plurality are arranged side by side form, between the door body adjacent any of claims 1-5, characterized in that the guide plate for restricting the lateral movement of the door body is provided The undulating wave breaker according to claim 1. 前記扉体は中空状に形成され、この中空部に液体が充填されていることを特徴とする請求項1〜のいずれか一項に記載の起伏式防波装置。 The undulating wavebreaker according to any one of claims 1 to 6 , wherein the door body is formed in a hollow shape, and the hollow portion is filled with a liquid.
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