JP2014040757A - Swing-type gate for storm surge - Google Patents

Swing-type gate for storm surge Download PDF

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JP2014040757A
JP2014040757A JP2012184739A JP2012184739A JP2014040757A JP 2014040757 A JP2014040757 A JP 2014040757A JP 2012184739 A JP2012184739 A JP 2012184739A JP 2012184739 A JP2012184739 A JP 2012184739A JP 2014040757 A JP2014040757 A JP 2014040757A
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door body
pit
land
door
sea
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JP5978066B2 (en
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Hideaki Handa
英明 半田
Tadao Ito
忠男 伊藤
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Marsima Aqua System Corp
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Marsima Aqua System Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a swing-type gate for a storm surge, which can reliably maintain standing performance by a simple structure.SOLUTION: A swing-type gate 10 for a storm surge is installed in a gateway 12 of revetment 11 and the like on land. A floating body-like door body 1 swingable to a brought-down position D and a raised position U is housed in a pit 13. The swing-type gate for the storm surge includes a first fixing belt 4 which inhibits the door body 1 from being moved to a land side and which serves as a supporting point when the gate is raised at a predetermined angle to the land side, a second fixing belt 5 which inhibits the door body 1 from being moved to a sea side, and an anchor belt 6 which keeps the door body 1 in the raised position U against stream flow pressure from the sea side.

Description

本発明は、揺動式高潮用ゲートに関する。   The present invention relates to an oscillating storm surge gate.

従来、陸上の護岸等の出入口に設置されて、海(河川)側からの高潮や津波が出入口から陸側に流入しようとする際に、出入口を閉鎖する高潮用ゲートがある(特許文献1参照)。   Conventionally, there is a storm surge gate that is installed at the entrance and exit of onshore revetments and closes the entrance and exit when storm surges and tsunamis from the sea (river) side try to flow from the entrance to the land side (see Patent Document 1) ).

特許文献1のゲートは、浮体連結式フラップゲートであり、複数の扉体ブロックを連結して、各扉体ブロックを浮力で順次に浮かすことで起立させて、出入口を閉鎖するものである。   The gate of patent document 1 is a floating body connection type flap gate, connects a plurality of door body blocks, raises each door body block sequentially by buoyancy, and closes the doorway.

特開2012−57401号公報JP2012-57401A

しかしながら、浮力で浮いた扉体ブロックだけで、出入口を水密に閉鎖する起立性能を維持することが困難であり、起立性能を維持するための機構を追加する必要があるから、実際の設置に際して構造が複雑になるという問題があった。   However, it is difficult to maintain the standing performance that closes the door in a watertight manner with only the door block floating due to buoyancy, and it is necessary to add a mechanism to maintain the standing performance. There was a problem that became complicated.

本発明は、前記問題を解消するためになされたもので、簡単な構造で起立性能を確実に維持できる揺動式高潮用ゲート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 solve the above problems, and an object of the present invention is to provide an oscillating storm surge gate that can reliably maintain the standing performance with a simple structure.

前記課題を解決するために、本発明は、陸上の護岸等の出入口に設置される揺動式高潮用ゲートであって、前記出入口の通路面に掘削されたピットと、前記ピット内に格納され、ピット底部に対して略平行状態で倒れて、上面が前記出入口の通路面と略平行となる倒伏位置と、前記ピット底部に対して陸側に所定の角度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、海側の一端部と陸側の他端部とがそれぞれ前記ピット底部よりも上方に設定され、この各端部から前記ピット底部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浮体状の扉体と、海側のピット底部に一端が連結され、他端が前記扉体の他端部付近に連結されて、前記扉体が陸側に移動するのを阻止するとともに、陸側に所定の角度で起き上がるときの支点となる第1固定ベルトと、陸側のピット底部に一端が連結され、他端が前記扉体の下面付近に連結されて、前記扉体が海側に移動するのを阻止する第2固定ベルトと、前記扉体を海側からの流水圧に抗して起立位置に保持する引き留めベルトとを備えたことを特徴とする揺動式高潮用ゲートを提供するものである。   In order to solve the above-described problems, the present invention provides a swing type storm surge gate installed at an entrance / exit such as a shore revetment, and a pit excavated in a passage surface of the entrance / exit, and stored in the pit. Can be tilted in a state of being substantially parallel to the bottom of the pit and swinging to a lying position where the top surface is substantially parallel to the passage surface of the entrance and exit and a standing position that rises at a predetermined angle on the land side with respect to the bottom of the pit And, in the lodging position, one end part on the sea side and the other end part on the land side are set above the pit bottom part, and the space between the bottom surface contacting the pit bottom part from each end part, One side is connected to the bottom of the pit on the sea side, and the other end of the door is connected to the vicinity of the other end of the door body. The door body is prevented from moving to the land side, and the land side One end is connected to the first fixed belt, which is a fulcrum when rising up at a predetermined angle, and the pit bottom on the land side, the other end is connected to the vicinity of the lower surface of the door body, and the door body moves to the sea side. A swing type storm surge gate characterized by comprising: a second fixed belt that prevents the movement and a retaining belt that holds the door body in a standing position against flowing water pressure from the sea side. It is.

請求項2のように、前記出入口の側面と前記扉体の側面の間をシールする側部シール部材と、前記ピット内部と前記扉体の他端部との間をシールする下部シール部材とが設けられている構成とすることができる。   As in claim 2, a side seal member that seals between the side surface of the doorway and the side surface of the door body, and a lower seal member that seals between the inside of the pit and the other end portion of the door body. It can be set as the structure provided.

請求項3のように、前記倒伏位置の扉体の一端側が上方に揺動しないように、ピット底部に係止するフック機構が設けられ、このフック機構に浮体部が設けられて、前記ピット内に海側からの流水が流入して前記浮体部が浮き上がったときに、前記フック機構による扉体の一端側の係止が解除されるようにするとともに、前記ピットに、前記倒伏位置の扉体の一端側が下方に揺動しないように、扉体の一端側若しくは他端側を当て止めるストッパー部が設けられている構成とすることができる。   According to a third aspect of the present invention, there is provided a hook mechanism for locking to the bottom of the pit so that one end side of the door body in the lying position does not swing upward, and a floating body is provided in the hook mechanism, When the flowing water from the sea side flows into the floating body and the floating body portion is lifted, the hook mechanism releases the locking of one end side of the door body, and the pit has the door body in the lying position. It can be set as the structure provided with the stopper part which contacts the one end side or other end side of a door body so that the one end side of this may not rock | fluctuate below.

請求項4のように、前記ピットの海側と陸側の略中間位置に、ピット側部と倒伏位置の扉体の側面との間を遮水する側部遮水部材と、前記ピット底部と倒伏位置の扉体の下面との間を遮水する下部遮水部材とが設けられている構成とすることができる。   As in claim 4, a side water-impervious member that shields water between the pit side and the side surface of the door in the lying position at a substantially intermediate position between the sea side and the land side of the pit, and the pit bottom It can be set as the structure provided with the lower water-impervious member which water-shields between the lower surfaces of the door body of a lying position.

本発明によれば、護岸等の出入口のピット内に格納した浮体状の扉体は、常時は自重で倒伏していて、この倒伏位置では扉体の上面を支障なく往来できるようになる。   According to the present invention, a floating door housed in a pit of an entrance / exit such as a seawall is normally lying down by its own weight, and the upper surface of the door body can be easily reached at this lying down position.

一方、高潮(津波)で海(河川)側の流水が出入口から陸側に流入しようとする際には、流水は、まずピット内に流入する。すると、扉体の一端側は、浮力で浮き上がるとともに、流水の流水圧が扉体の一端側とピット底部との間の隙間(仰角)に作用することで、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。このとき、扉体の下面が略円弧状であるから、扉体は、倒伏位置から支点と重心が徐々に他端部側に移動することで、下面がピット底部を転動しながら所定の起立角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60度)まで自然に回転するようになる。この結果、扉体は、引き留めベルトで流水の流水圧に抗して起立位置に保持されるようになり、高潮は、起立位置の扉体で阻止されて陸側に流入しなくなる。   On the other hand, when running water on the sea (river) side tries to flow into the land side from the entrance / exit due to storm surge (tsunami), the flowing water first flows into the pit. Then, the one end side of the door body is lifted by buoyancy, and the flowing water pressure acts on the gap (elevation angle) between the one end side of the door body and the pit bottom, so that the one end part of the door body faces upward. A downward couple is generated at the other end. At this time, since the lower surface of the door body has a substantially arc shape, the fulcrum and the center of gravity gradually move from the lying down position to the other end side, so that the lower surface rolls on the bottom of the pit and rises to a predetermined position. Get up to the angle naturally. 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 naturally rotates to the standing position (for example, about 60 degrees) after rolling from the lying position to a predetermined angle. As a result, the door body is held in the standing position against the flowing water pressure by the retaining belt, and the storm surge is blocked by the door body in the standing position and does not flow into the land side.

また、高潮が引く際には、扉体に流水の流水圧が作用しなくなるので、扉体は、流水が海側に引くのに追従して、倒伏位置に自然に倒れるようになる。   In addition, when the storm surge is pulled, the flowing water pressure does not act on the door body, so that the door body naturally falls to the lodging position following the pulling of the flowing water to the sea side.

このように、第1固定ベルトで扉体が陸側に移動するのを阻止し、第2固定ベルトで扉体が海側に移動するのを阻止しつつ、第1固定ベルトで扉体が陸側に起き上がるときの支点とし、引き留めベルトで扉体を起立位置に保持するものであるから、ベルトのみの簡単な構造で扉体の起立性能を確実に維持できるようになる。   In this way, the door body is prevented from moving to the land side by the first fixed belt, and the door body is landed by the first fixed belt while the door body is prevented from moving to the sea side by the second fixed belt. Since the door body is held in the upright position by the retaining belt as a fulcrum when rising to the side, the standing performance of the door body can be reliably maintained with a simple structure of only the belt.

また、扉体の起立は、高潮等の自然力だけで行えるから、人力やライフラインを利用しなくても、確実に起立させることができる。   Further, since the door body can be raised only by natural forces such as storm surges, the door body can be reliably raised without using human power or a lifeline.

請求項2よれば、扉体の倒伏位置では、海側からピット内に流入した流水が出入口の側面と扉体の側面との間の隙間から外部に排出されないので、扉体の一端側に浮力と流水圧とをより集中させることができる一方、扉体の起立位置では、扉体と出入口およびピットとの間の三方をシールできるので、これら隙間から流水が陸側に流入しなくなる。   According to claim 2, since the flowing water that has flowed into the pit from the sea side is not discharged to the outside through the gap between the side surface of the doorway and the side surface of the door body at the lying position of the door body, On the other hand, at the standing position of the door body, three sides between the door body and the entrance / exit and the pit can be sealed, so that the running water does not flow into the land side from these gaps.

請求項3によれば、扉体の下面が略円弧状であっても、フック機構により、倒伏位置の扉体の一端側が上方に揺動(扉体の他端側が下方に揺動)しないように係止でき、ストッパー部により、倒伏位置の扉体の一端側が下方に揺動(扉体の他端側が上方に揺動)しないように当て止めることができる。これにより、倒伏位置では扉体の上面を安全に支障なく往来できるようになる。   According to claim 3, even if the lower surface of the door body is substantially arc-shaped, the hook mechanism prevents one end side of the door body in the fall position from swinging upward (the other end side of the door body swinging downward). The stopper portion can be locked so that one end side of the door body in the lying position does not swing downward (the other end side of the door body swings upward). As a result, the upper surface of the door body can be safely and safely moved in the lying position.

また、高潮(津波)でピット内に海側からの流水が流入して浮体部が浮き上がったときに、フック機構による扉体の一端側の係止が解除されて、扉体が起立位置に揺動可能となるから、常時に扉体が起立位置に揺動するという不具合がなくなる。   In addition, when storm surge (tsunami) flows from the sea side into the pit and the floating body rises, the hook mechanism is unlocked on one end side of the door body, and the door body swings to the standing position. Since it can move, the problem that the door body always swings to the standing position is eliminated.

さらに、フック機構による係止の解除は、高潮等の自然力だけで行えるから、人力やライフラインを利用しなくても、確実にフック機構による係止を解除することができる。   Further, since the locking by the hook mechanism can be released only by natural forces such as storm surges, the locking by the hook mechanism can be reliably released without using human power or a lifeline.

請求項4によれば、側部遮水部材と下部遮水部材とで、ピット側部と扉体の側面との間、およびピット底部と扉体の下面との間を、それぞれ遮水できるから、海側からピット内に流入した流水を扉体の一端側に集中して貯留できるので、扉体の一端側に浮力と流水圧とが集中して、扉体の起立方向の揺動が迅速になる。因みに、側部遮水部材と下部遮水部材とが無いと、流水が扉体の一端側と他端側に略均等に流入することで、扉体の中央が浮力を受けて先に浮き上がるので、扉体の起立方向の揺動が遅れることになる。   According to the fourth aspect of the present invention, the side water-impervious member and the lower water-impervious member can shield water between the pit side and the side surface of the door body and between the pit bottom and the lower surface of the door body, respectively. Since running water flowing into the pit from the sea side can be concentrated and stored on one end of the door body, buoyancy and running water pressure are concentrated on one end side of the door body, and the door body swings quickly in the standing direction. become. By the way, if there is no side water-impervious member and lower water-impervious member, the center of the door body receives the buoyancy and floats first because the flowing water flows almost evenly into the one end side and the other end side of the door body. The swinging of the door body in the standing direction is delayed.

本発明の実施形態の揺動式高潮用ゲートの側面断面図である。It is side surface sectional drawing of the rocking | fluctuation type storm surge gate of embodiment of this invention. 図1の扉体を省略した平面図である。It is the top view which abbreviate | omitted the door body of FIG. (a)は図2のI−I線断面図、(b)は図2のII−II線断面図である。(A) is the II sectional view taken on the line of FIG. 2, (b) is the II-II sectional view taken on the line of FIG. 図3(a)のIII−III線断面図である。It is the III-III sectional view taken on the line of Fig.3 (a). 図3(a)のIV−IV線断面図である。It is the IV-IV sectional view taken on the line of Fig.3 (a). (a)は第1固定ベルトと扉体との関係を示す断面図、(b)は第2固定ベルトと扉体との関係を示す断面図、(c)はストッパー部の他の例の側面図である。(A) is sectional drawing which shows the relationship between a 1st fixing belt and a door body, (b) is sectional drawing which shows the relationship between a 2nd fixing belt and a door body, (c) is the side surface of the other example of a stopper part. FIG. 側部遮水部材と下部遮水部材であり、(a)は側面図、(b)は扉体が倒伏位置の正面図、(c)は扉体が起立方向に揺動したときの正面図、(d)はピットの変形例の要部側面断面図である。It is a side water-impervious member and a lower water-impervious member, (a) is a side view, (b) is a front view of the door body lying down, and (c) is a front view when the door body is swung in an upright direction. (D) is a principal part side surface sectional drawing of the modification of a pit.

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。図1は、本発明にかかる揺動式高潮用ゲート10の側面断面図である。図2は図1の扉体1を省略した平面図である。   Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings. FIG. 1 is a side sectional view of a rocking storm surge gate 10 according to the present invention. FIG. 2 is a plan view in which the door body 1 of FIG. 1 is omitted.

図3(a)は図2のI−I線断面図、図3(b)は図2のII−II線断面図である。図4は図3(a)のIII−III線断面図、図5は図3(a)のIV−IV線断面図である。   3A is a cross-sectional view taken along the line II of FIG. 2, and FIG. 3B is a cross-sectional view taken along the line II-II of FIG. 4 is a sectional view taken along line III-III in FIG. 3A, and FIG. 5 is a sectional view taken along line IV-IV in FIG.

揺動式高潮用ゲート10は、陸上の護岸11の出入口12や倉庫の出入口に設置されて、海(河川)側からの高潮や津波が出入口12から陸側に流入しようとする際に、出入口12を閉鎖するためのものである。   The oscillating storm surge gate 10 is installed at the entrance / exit 12 of the shore revetment 11 or the entrance / exit of the warehouse. 12 for closing.

出入口12の通路面12aは、人や車が往来するので、フラットになっていて、この通路面12aには、後述する倒伏位置Dの扉体1が格納されて、扉体1の上面1cが通路面12aと略平行(略面一)となる大きさと深さのピット13が掘削されている。   The passage surface 12a of the entrance / exit 12 is flat because people and vehicles come and go, and the passage surface 12a stores a door body 1 in a lying position D, which will be described later, and an upper surface 1c of the door body 1 is formed. A pit 13 having a size and a depth that is substantially parallel (substantially flush) with the passage surface 12a is excavated.

ピット13内に格納される扉体1は、ステンレス鋼板等の上下面1c,1dと両側面1e,1f(図5参照)とを組み合わせて溶接することで、内部が中空に形成された浮体状となっている。扉体1の上面1cの横幅に対して、扉体1の両側面1e,1fは、幅方向の内側にやや入り込んだ横幅に設定されて、上面1cの両側がフランジ状に形成されている。   The door body 1 housed in the pit 13 is a floating body in which the inside is formed hollow by welding by combining upper and lower surfaces 1c, 1d such as stainless steel plates and both side surfaces 1e, 1f (see FIG. 5). It has become. With respect to the lateral width of the upper surface 1c of the door body 1, both side surfaces 1e and 1f of the door body 1 are set to a lateral width that slightly enters inside in the width direction, and both sides of the upper surface 1c are formed in a flange shape.

この扉体1は、平面視が略長方形状で、ピット底部13aに対して略平行状態で倒れて、上面1dが出入口12の通路面12aと略平行となる倒伏位置D(図1の二点鎖線参照)と、ピット底部13aに対して陸側に所定の角度(例えば約60度)で起き上がる起立位置U(図1の実線参照)とに揺動可能になっている。   The door body 1 has a substantially rectangular shape in plan view, falls down in a substantially parallel state with respect to the pit bottom portion 13a, and a fall position D (two points in FIG. 1) where the upper surface 1d is substantially parallel to the passage surface 12a of the entrance / exit 12. And a standing position U (see a solid line in FIG. 1) that rises at a predetermined angle (for example, about 60 degrees) on the land side with respect to the pit bottom portion 13a.

扉体1は、倒伏位置Dにおいて、海側の一端部1aと陸側の他端部1bとがそれぞれピット底部13aよりも上方に設定され、この各端部1a,1bからピット底部13aの扉体レール30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。これにより、一端部1aからピット底部13aに接触する下面1dとの間に、海水(流水)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。   In the lying position D, the door body 1 is set such that one end 1a on the sea side and the other end 1b on the land side are set above the pit bottom 13a, and the doors of the pit bottom 13a are formed from these ends 1a and 1b. A space between the lower surface 1d and the lower surface 1d in contact with the body rail 30 is formed in a substantially arc shape or a substantially trapezoidal shape downward in a side view. Thus, a gap (elevation angle) f for allowing seawater (running water) to flow in is naturally formed between the one end 1a and the lower surface 1d that contacts the pit bottom 13a.

倒伏位置Dの扉体1の一端部1aと海側のピット前部13bとの間、および他端部1bと陸側のピット後部13cとの間には、大きな隙間t1,t2がそれぞれ形成され、扉体1の上面1cとピット側部13e(戸当たり26)との間には、小さな隙間t3がそれぞれ形成されている。   Large gaps t1 and t2 are formed between one end 1a of the door body 1 at the lying position D and the sea-side pit front 13b and between the other end 1b and the land-side pit rear 13c, respectively. A small gap t3 is formed between the upper surface 1c of the door body 1 and the pit side portion 13e (door stop 26).

扉体1に対しては、幅方向の中央寄り位置に、複数本(本例では幅方向に所定の間隔を隔てて2本)の第1固定ベルト4が設けられている。この可撓性の第1固定ベルト4は、海側のピット底部13a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ようになる。   For the door body 1, a plurality of first fixing belts 4 (two in the width direction with a predetermined interval in the width direction) are provided at positions closer to the center in the width direction. This flexible first fixed belt 4 has one end 4 a connected to the sea-side pit bottom 13 a and the other end 4 b connected to the vicinity of the other end 1 b of the door 1, and the other end of the door 1. 1b is supported to be swingable.

第1固定ベルト4は、扉体1が倒伏位置Dから陸側(左方向)に転動した後に左回転し、ピット底部13aの扉体レール30に接する他端部1bを支点として、起立位置Uに起き上がる程度の長さとする。なお、扉体1の他端部1bには、必要に応じて錘(ウェイト)35を内蔵することができ、この場合には、扉体1は、この錘35により重心が下がるので、他端部1bを支点として起立位置Uに起き上がりやすくなる。   The first fixed belt 4 is rotated to the left after the door body 1 rolls to the land side (leftward) from the lying position D, and the upright position with the other end 1b in contact with the door body rail 30 of the pit bottom 13a as a fulcrum. It should be long enough to get up in U. The other end portion 1b of the door body 1 can incorporate a weight (weight) 35 as necessary. In this case, the center of gravity of the door body 1 is lowered by the weight 35. It becomes easy to get up to the standing position U with the portion 1b as a fulcrum.

すなわち、第1固定ベルト4は、陸側に所定の角度(例えば約60度)で起き上がるときの支点となるとともに、扉体1が陸側に移動するのを阻止するものである。   In other words, the first fixed belt 4 serves as a fulcrum when rising to a land side at a predetermined angle (for example, about 60 degrees), and prevents the door body 1 from moving to the land side.

扉体1に対しては、第1固定ベルト4の幅方向の外側位置に、複数本(本例では幅方向に所定の間隔を隔てて2本)の第2固定ベルト5が設けられている。この可撓性の第2固定ベルト5は、陸側のピット底部13aに一端5aが連結され、他端5bが扉体1の下面1d付近に連結されて、扉体1が海側に移動するのを阻止するものである。   For the door body 1, a plurality of second fixing belts 5 (two in the width direction with a predetermined interval in the width direction) are provided at positions outside the first fixing belt 4 in the width direction. . The flexible second fixed belt 5 has one end 5a connected to the land-side pit bottom 13a and the other end 5b connected to the vicinity of the lower surface 1d of the door body 1 so that the door body 1 moves to the sea side. Is to prevent

扉体1に対しては、第2固定ベルト5の幅方向の外側位置に、複数本(本例では幅方向に所定の間隔を隔てて2本)の引き留めベルト6が設けられている。この可撓性の引き留めベルト6は、海側のピット底部13aに一端6aが連結され、他端6bが扉体1の一端部1a付近に連結されて、扉体1を海側からの海水(流水)圧に抗して起立位置Uに保持するものである。   With respect to the door body 1, a plurality of retaining belts 6 (two in the present example at a predetermined interval in the width direction) are provided at positions outside the second fixing belt 5 in the width direction. The flexible retaining belt 6 has one end 6a connected to the pit bottom 13a on the sea side, and the other end 6b connected to the vicinity of the one end 1a of the door body 1 so that the door 1 can be connected to seawater ( It is held in the standing position U against running water pressure.

この引き留めベルト6は、扉体1の倒伏位置Dでは、内向きU字状に折り曲げられて、扉体1の下面1dとピット底部13aとの間に収納されるようになる〔図3(b)参照〕。   The retaining belt 6 is folded inwardly in a U-shape at the fall position D of the door body 1 and is housed between the lower surface 1d of the door body 1 and the pit bottom portion 13a [FIG. )reference〕.

倒伏位置Dの扉体1の一端部1aとピット前部13bとの間の隙間t1の位置におけるピット底部13aには、倒伏位置Dの扉体1の一端側が上方に揺動しないように、ピット底部13aに係止するフック機構15が設けられている。   The pit bottom 13a at the position of the gap t1 between the one end 1a of the door body 1 at the lying position D and the pit front part 13b has a pit so that one end side of the door 1 at the lying position D does not swing upward. A hook mechanism 15 is provided to be engaged with the bottom portion 13a.

このフック機構15は、例えば引き留めベルト6の幅方向の外側位置で、ピット底部13aにブラケット16(図4参照)が固定され、このブラケット16に、略逆L字状のフック17がピン17aで前後揺動自在に支持されている。このフック17の後(左)揺動時〔図3(a)の実線参照〕、フック17の上端部が扉体1の下面1dの一端側附近の金具1gを係止することで、扉体1の一端側が上方に揺動しないようになる。   For example, the hook mechanism 15 has a bracket 16 (see FIG. 4) fixed to the pit bottom portion 13a at an outer position in the width direction of the retaining belt 6, and a substantially inverted L-shaped hook 17 is fixed to the bracket 16 with a pin 17a. It is supported so that it can swing back and forth. When the hook 17 is swung rearward (left) (see the solid line in FIG. 3A), the upper end of the hook 17 engages the metal fitting 1g near the one end of the lower surface 1d of the door 1 to thereby close the door. One end side of 1 does not swing upward.

フック17の後端部には浮体部17bが設けられ、前側の隙間t1からピット13内に海側から海水が流入して浮体部17bが浮き上がり、フック17が前(右)揺動すると、フック17の上端部による扉体1の金具1gの係止が解除されるようになる。   A floating portion 17b is provided at the rear end portion of the hook 17, and seawater flows from the sea side into the pit 13 through the front gap t1, the floating portion 17b is lifted, and the hook 17 swings forward (right). The locking of the metal fitting 1g of the door body 1 by the upper end portion 17 is released.

フック機構15のブラケット16には、倒伏位置Dの扉体1の一端側が下方に揺動しないように、扉体の下面1dの一端側附近のストッパー板1hを、緩衝ゴム16aを介して当て止めるストッパー部16bが設けられている。なお、図6(c)のように、ピット側部13e(戸当たり26)に、緩衝ゴム16aを介してストッパー板1hを当て止めるストッパー部16bを別に設けてもよい。なおまた、ピット後部13cに、扉体1の他端側が上方に揺動しないように、扉体1の他端側を当て止めるストッパーを設けてもよい。   A stopper plate 1h near the one end side of the lower surface 1d of the door body is held on the bracket 16 of the hook mechanism 15 via a buffer rubber 16a so that one end side of the door body 1 at the lying position D does not swing downward. A stopper portion 16b is provided. In addition, as shown in FIG. 6C, a stopper portion 16b that holds the stopper plate 1h through the buffer rubber 16a may be separately provided on the pit side portion 13e (door stop 26). In addition, a stopper that stops the other end of the door 1 may be provided at the pit rear portion 13c so that the other end of the door 1 does not swing upward.

ピット13の海側と陸側の略中間位置、具体的には、略中間位置よりも、やや陸側寄りの位置で、ピット側部13e(戸当たり26)には、倒伏位置Dの扉体の側面1e,1fとの間を遮水する可撓性の側部遮水部材20が取付けられ、ピット底部13aには、倒伏位置Dの扉体1の下面1dとの間を遮水する可撓性の下部遮水部材21が連なって設けられている。   The door body at the lying position D is located at a substantially intermediate position between the sea side and the land side of the pit 13, specifically at a position slightly closer to the land side than the substantially intermediate position. A flexible side water-impervious member 20 that shields water between the side surfaces 1e and 1f of the door 1 is attached, and the pit bottom portion 13a is capable of shielding water from the lower surface 1d of the door body 1 at the lying position D. A flexible lower water-impervious member 21 is provided continuously.

側部遮水部材20は、図7(a)〜(c)のように、扉体1が倒伏位置Dから起立位置Uの方向に半分程度の角度(約30度)で起立するまで、扉体1の側面1e,1fに接触することで、ピット側部13e(戸当たり26)と扉体1の側面1e,1fとの間を遮水する。また、下部遮水部材21は、図7(a)〜(c)のように、扉体1が倒伏位置Dから起立位置Uの方向に半分程度の角度(約30度)で起立するまで、扉体1の下面1dに撓みながら接触することで、ピット底部13aと扉体1の下面1dとの間を遮水する。これにより、海側からピット13内に流入した海水を扉体11の一端側に集中して貯留することができる。   As shown in FIGS. 7A to 7C, the side water-impervious member 20 is a door until the door body 1 stands at an angle of about half (about 30 degrees) from the lying position D to the standing position U. By contacting the side surfaces 1 e and 1 f of the body 1, water is shielded between the pit side portion 13 e (door stop 26) and the side surfaces 1 e and 1 f of the door body 1. In addition, as shown in FIGS. 7A to 7C, the lower water-impervious member 21, until the door body 1 stands at a half angle (about 30 degrees) in the direction from the lying position D to the standing position U, By contacting the lower surface 1d of the door body 1 while being bent, water is shielded between the pit bottom portion 13a and the lower surface 1d of the door body 1. Thereby, the seawater which flowed into the pit 13 from the sea side can be concentrated and stored on one end side of the door body 11.

倒伏位置Dの扉体1の一端部1aとピット前部13bとの間の隙間t1には、通水可能な落下防止蓋(グレーチング)23が取付けられている。   In a gap t1 between one end 1a of the door body 1 at the lying down position D and the pit front portion 13b, a fall prevention lid (grating) 23 capable of passing water is attached.

なお、図7(d)のように、ピット13にピット前部13bが無く、海側に開放されているタイプでは、海側のピット底部13aとの間に落下防止蓋23を斜めに掛け渡すようにすればよい。   As shown in FIG. 7D, in the case where the pit 13 does not have the pit front portion 13b and is open to the sea side, the fall prevention lid 23 is slanted between the pit bottom portion 13a on the sea side. What should I do?

また、扉体1の他端部1bには、ピット後部13cとの間の隙間t2をシールする下部シール部材24が取付けられている。なお、下部シール部材24の後端は、図3(a)(b)のように、ピット後部13cに固定してもよいが、図6(a)(b)のように、ピット後部13cに接触させるだけでもよい。ピット後部13cの上部には、下部シール部材24の上方をカバーするカバー板29が取付けられている。このカバー板29は、扉体1の倒伏位置Dで、人や車が隙間t2からピット3内に落ち込まないようにするものでもある。   A lower seal member 24 is attached to the other end 1b of the door body 1 to seal the gap t2 between the pit rear portion 13c. The rear end of the lower seal member 24 may be fixed to the pit rear portion 13c as shown in FIGS. 3 (a) and 3 (b). However, as shown in FIGS. 6 (a) and 6 (b), the rear end of the lower seal member 24 may be fixed to the pit rear portion 13c. You may just touch. A cover plate 29 that covers the upper portion of the lower seal member 24 is attached to the upper portion of the pit rear portion 13c. The cover plate 29 is also used to prevent a person or a vehicle from falling into the pit 3 from the gap t2 at the lying position D of the door body 1.

扉体1の両側面1e,1f側のフランジ状上面1cの下面には、ピット側部13eから出入口12の側面12bに至る戸当たり26との間の隙間t3をシールする側部シール部材25が取付けられている。   Side seal members 25 that seal a gap t3 between the pit side portion 13e and the door stop 26 from the pit side portion 13e to the side surface 12b of the doorway 12 are provided on the lower surface of the flange-like upper surface 1c on both side surfaces 1e and 1f of the door body 1. Installed.

前記のように揺動式高潮用ゲート10を構成すれば、図1の二点鎖線のように、護岸11の出入口12のピット13内に格納した浮体状の扉体1は、常時は自重で倒伏していて、この倒伏位置Dでは扉体1の上面1cを支障なく人や車が往来できるようになる。   If the oscillating storm surge gate 10 is configured as described above, the floating door body 1 stored in the pit 13 of the entrance / exit 12 of the revetment 11 is always under its own weight, as indicated by a two-dot chain line in FIG. A person or a vehicle can come and go on the upper surface 1c of the door body 1 without hindrance at the fall position D.

一方、高潮(津波)で海(河川)側の海水が出入口12から陸側に流入しようとする際には、海水は、倒伏位置Dの扉体1の一端部1aとピット前部13bとの間の隙間t1の落下防止蓋(グレーチング)23からピット13内に流入する〔図3(a)の矢印a参照〕。すると、扉体1の一端側は、浮力で浮き上がるとともに、海水の海水圧が扉体1の一端側とピット底部13aとの間の隙間(仰角)fに作用することで、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。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、倒伏位置Dから支点と重心が徐々に他端部1b側に移動することで、下面1dがピット底部13aの扉体レール30を転動しながら所定の起立角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。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60度)Dまで自然に回転するようになる。この結果、扉体1は、引き留めベルト6で海水の海水圧に抗して起立位置Uに保持されるようになり、高潮は、起立位置Uの扉体1で阻止されて陸側に流入しなくなる。   On the other hand, when sea water on the sea (river) side is going to flow into the land side from the entrance / exit 12 due to storm surge (tsunami), the sea water flows between the one end 1a of the door body 1 at the lodging position D and the pit front part 13b. It flows into the pit 13 from the fall prevention lid (grating) 23 in the gap t1 (see arrow a in FIG. 3A). Then, while the one end side of the door body 1 floats by buoyancy, the seawater pressure of seawater acts on the clearance (elevation angle) f between the one end side of the door body 1 and the pit bottom part 13a, thereby one end of the door body 1 An upward force is generated in the portion 1a and a downward force is generated in the other end portion 1b. At this time, since the lower surface 1d of the door body 1 is substantially arc-shaped, the lower surface 1d of the door body 1 is located on the bottom of the pit bottom 13a by gradually moving the fulcrum and the center of gravity from the lying position D to the other end 1b side. While rolling the door body rail 30, it naturally rises up to a predetermined standing angle. 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. That is, the door body 1 naturally rotates to the standing position (for example, about 60 degrees) D after rolling from the lying position D to a predetermined angle. As a result, the door body 1 is held at the standing position U against the seawater pressure of the seawater by the retaining belt 6, and the storm surge is blocked by the door body 1 at the standing position U and flows into the land side. Disappear.

また、高潮が引く際には、扉体1に海水の海水圧が作用しなくなるので、扉体1は、高潮が海側に引くのに追従して、倒伏位置Dに自然に倒れるようになる。   Further, when the storm surge is pulled, seawater pressure of seawater does not act on the door body 1, so that the door body 1 naturally falls to the lodging position D following the storm surge pulling to the sea side. .

このように、第1固定ベルト4で扉体1が陸側に移動するのを阻止し、第2固定ベルト5で扉体1が海側に移動するのを阻止しつつ、第1固定ベルト4で扉体1が陸側に起き上がるときの支点とし、引き留めベルト6で扉体1を起立位置Uに保持するものであるから、ベルト4,5,6のみの簡単な構造で扉体1の起立性能を確実に維持できるようになる。   As described above, the first fixing belt 4 prevents the door body 1 from moving to the land side by the first fixing belt 4 and prevents the door body 1 from moving to the sea side by the second fixing belt 5. The door body 1 is used as a fulcrum when the door body 1 rises to the land side, and the retaining body 6 holds the door body 1 in the standing position U. Therefore, the door body 1 can be erected with a simple structure using only the belts 4, 5, and 6. Performance can be maintained reliably.

また、扉体1の起立は、高潮(津波)という自然力だけで行えるから、人力やライフラインを利用しなくても、確実に起立させることができる。   Further, since the door body 1 can be raised only by natural force such as storm surge (tsunami), the door body 1 can be reliably raised without using human power or a lifeline.

さらに、扉体1の下面1dが略円弧状であっても、フック機構15により、倒伏位置Dの扉体1の一端側が上方に揺動(扉体1の他端側が下方に揺動)しないように係止でき、ストッパー部16bにより、倒伏位置Dの扉体1の一端側が下方に揺動(扉体1の他端側が上方に揺動)しないように当て止めることができる。これにより、倒伏位置Dでは扉体1の上面1cを安全に支障なく往来できるようになる。   Furthermore, even if the lower surface 1d of the door body 1 has a substantially arc shape, the hook mechanism 15 does not swing one end side of the door body 1 at the fall position D upward (the other end side of the door body 1 swings downward). The stopper portion 16b can hold the door body 1 so that one end side of the lying position D does not swing downward (the other end side of the door body 1 swings upward). As a result, the upper surface 1c of the door body 1 can be safely and safely traveled at the lying down position D.

また、高潮(津波)でピット13内に海側からの海水が流入して浮体部17bが浮き上がったときに、フック機構15による扉体1の一端側の係止が解除されて、扉体1が起立位置Uに揺動可能となるから、常時に扉体1が起立位置Uに揺動するという不具合がなくなる。   Further, when seawater from the sea side flows into the pit 13 due to a storm surge (tsunami) and the floating body portion 17b rises, the locking of the one end side of the door body 1 by the hook mechanism 15 is released, and the door body 1 Can swing to the standing position U, so that the problem that the door body 1 always swings to the standing position U is eliminated.

さらに、フック機構15による係止の解除は、高潮の自然力だけで行えるから、人力やライフラインを利用しなくても、確実にフック機構15による係止を解除することができる。   Further, since the locking by the hook mechanism 15 can be released only by natural forces of storm surges, the locking by the hook mechanism 15 can be reliably released without using human power or a lifeline.

また、側部遮水部材20と下部遮水部材21とで、ピット側部13e(戸当たり26)と扉体1の側面1e,1fとの間、およびピット底部13aと扉体1の下面1dとの間を、それぞれ遮水できるから、海側からピット13内に流入した海水を扉体1の一端側に集中して貯留できるので、扉体1の一端側に浮力と海水圧とが集中して、扉体1の起立方向の揺動が迅速になる。因みに、側部遮水部材20と下部遮水部材21とが無いと、海水が扉体1の一端側と他端側に略均等に流入することで、扉体1の中央が浮力を受けて先に浮き上がるので、扉体1の起立方向の揺動が遅れることになる。   Further, the side water-impervious member 20 and the lower water-impervious member 21 are provided between the pit side part 13e (door stop 26) and the side surfaces 1e and 1f of the door body 1, and the pit bottom part 13a and the lower surface 1d of the door body 1. Since the seawater flowing into the pit 13 from the sea side can be concentrated and stored on one end side of the door body 1, buoyancy and seawater pressure are concentrated on one end side of the door body 1. Thus, the swinging of the door body 1 in the standing direction becomes quick. Incidentally, if the side water-impervious member 20 and the lower water-impervious member 21 are not present, seawater flows into the one end side and the other end side of the door body 1 approximately evenly, so that the center of the door body 1 receives buoyancy. Since it floats first, the swinging of the door body 1 in the standing direction is delayed.

さらに、出入口12の側面12bと扉体1の側面1e,1fの間をシールする側部シール部材25と、ピット後部13cと扉体1の他端部1bとの間をシールする下部シール部材24とを設けることで、扉体1の倒伏位置Dでは、海側からピット13内に流入した海水が出入口12の側面12bと扉体1の側面1e,1fとの間の隙間t3から外部に排出されないので、扉体1の一端側に浮力と海水圧とをより集中させることができる。一方、扉体1の起立位置Uでは、扉体1と出入口12およびピット13との間の三方をシールできるので、これら隙間から海水が陸側に流入しなくなる。   Furthermore, a side seal member 25 that seals between the side surface 12b of the doorway 12 and the side surfaces 1e and 1f of the door body 1 and a lower seal member 24 that seals between the pit rear portion 13c and the other end portion 1b of the door body 1 are sealed. In the lying position D of the door body 1, the seawater that has flowed into the pit 13 from the sea side is discharged to the outside from the gap t3 between the side surface 12b of the doorway 12 and the side surfaces 1e and 1f of the door body 1. Therefore, buoyancy and seawater pressure can be more concentrated on one end side of the door body 1. On the other hand, at the standing position U of the door body 1, since the three sides between the door body 1 and the entrance 12 and the pit 13 can be sealed, seawater does not flow into the land from these gaps.

また、扉体1は、第1固定ベルト4で扉体1が陸側に移動するのを阻止し、第2固定ベルト5で扉体1が海側に移動するのを阻止しつつ、第1固定ベルト4で扉体1が陸側に起き上がるときの支点とし、引き留めベルト6で扉体1を起立位置Uに保持するものであるから、ヒンジ金具やヒンジ軸が不要であるので(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)。   In addition, the door body 1 prevents the door body 1 from moving to the land side by the first fixing belt 4, and prevents the door body 1 from moving to the sea side by the second fixing belt 5. Since the fixing belt 4 serves as a fulcrum when the door body 1 rises to the land side, and the retaining belt 6 holds the door body 1 in the upright position U, no hinge bracket or hinge shaft is required (hingeless type). The support structure is simple and the number of parts is reduced (hingeless gate).

さらに、ベルト4〜6は、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。   Furthermore, since the belts 4-6 can share the same belt material, manufacture and management become easy.

また、扉体1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から、設置作業が容易になる。   Moreover, since the door body 1 is hollow, it is lightweight during manufacture and transport, and is easy to handle, so installation work is facilitated.

1 扉体
1a 一端部
1b 他端部
1c 上面
1d 下面
4 第1固定ベルト
4a 一端
4b 他端
5 第2固定ベルト
5a 一端
5b 他端
6 引き留めベルト
6a 一端
6b 他端
10 揺動式高潮用ゲート
11 護岸
12 出入口
12a 通路面
12b 側面
13 ピット
13a ピット底部
13b ピット前部
13c ピット後部
13e ピット側部
15 フック機構
17 フック
17b 浮体部
16 ブラケット
16b ストッパー部
20 側部遮水部材
21 下部遮水部材
24 下部シール部材
25 側部シール部材
D 倒伏位置
U 起立位置
1 door 1a one end 1b other end 1c upper surface 1d lower surface 4 first fixed belt 4a one end 4b other end 5 second fixed belt 5a one end 5b other end 6 retaining belt 6a one end 6b other end 10 swinging storm surge gate 11 Revetment 12 Entrance 12a Passage surface 12b Side face 13 Pit 13a Pit bottom 13b Pit front part 13c Pit rear part 13e Pit side part 15 Hook mechanism 17 Hook 17b Floating part 16 Bracket 16b Stopper part 20 Side water shielding member 21 Lower water shielding member 24 Lower part Seal member 25 Side seal member D Lodging position U Standing position

Claims (4)

陸上の護岸等の出入口に設置される揺動式高潮用ゲートであって、
前記出入口の通路面に掘削されたピットと、
前記ピット内に格納され、ピット底部に対して略平行状態で倒れて、上面が前記出入口の通路面と略平行となる倒伏位置と、前記ピット底部に対して陸側に所定の角度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、海側の一端部と陸側の他端部とがそれぞれ前記ピット底部よりも上方に設定され、この各端部から前記ピット底部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浮体状の扉体と、
海側のピット底部に一端が連結され、他端が前記扉体の他端部付近に連結されて、前記扉体が陸側に移動するのを阻止するとともに、陸側に所定の角度で起き上がるときの支点となる第1固定ベルトと、
陸側のピット底部に一端が連結され、他端が前記扉体の下面付近に連結されて、前記扉体が海側に移動するのを阻止する第2固定ベルトと、
前記扉体を海側からの流水圧に抗して起立位置に保持する引き留めベルトとを備えたことを特徴とする揺動式高潮用ゲート。
It is a swing type storm surge gate installed at the entrance and exit of land protection,
A pit excavated in the passage surface of the entrance,
A fall position that is stored in the pit and falls in a state of being substantially parallel to the bottom of the pit, the upper surface of which is substantially parallel to the passage surface of the entrance, and a standing position that rises at a predetermined angle on the land side with respect to the bottom of the pit In the lying position, one end on the sea side and the other end on the land side are set above the bottom of the pit, and come into contact with the bottom of the pit from each end. A floating door body formed between the lower surface and the substantially arcuate or downward trapezoidal shape in a side view,
One end is connected to the bottom of the pit on the sea side, the other end is connected to the vicinity of the other end of the door body, and the door body is prevented from moving to the land side and rises at a predetermined angle on the land side. A first fixing belt which becomes a fulcrum of time,
A second fixed belt having one end connected to a land-side pit bottom and the other end connected to the vicinity of the lower surface of the door body to prevent the door body from moving to the sea side;
An oscillating storm surge gate comprising a retaining belt that holds the door body in a standing position against a flowing water pressure from the sea side.
前記出入口の側面と前記扉体の側面の間をシールする側部シール部材と、前記ピット内部と前記扉体の他端部との間をシールする下部シール部材とが設けられていることを特徴とする請求項1に記載の揺動式高潮用ゲート。   A side seal member that seals between the side surface of the doorway and the side surface of the door body, and a lower seal member that seals between the inside of the pit and the other end portion of the door body are provided. The swing type storm surge gate according to claim 1. 前記倒伏位置の扉体の一端側が上方に揺動しないように、ピット底部に係止するフック機構が設けられ、このフック機構に浮体部が設けられて、前記ピット内に海側からの流水が流入して前記浮体部が浮き上がったときに、前記フック機構による扉体の一端側の係止が解除されるようにするとともに、
前記ピットに、前記倒伏位置の扉体の一端側が下方に揺動しないように、扉体の一端側若しくは他端側を当て止めるストッパー部が設けられていることを特徴とする請求項1または2に記載の揺動式高潮用ゲート。
A hook mechanism that locks to the bottom of the pit is provided so that one end side of the door body in the lying position does not swing upward, and a floating body is provided in the hook mechanism so that running water from the sea side is in the pit. When the floating body portion is raised and the floating body portion is lifted, the hook mechanism is unlocked on one end side of the door body, and
The stopper is provided in the pit so as to stop one end side or the other end side of the door body so that one end side of the door body in the lying position does not swing downward. Swing type storm surge gate as described in.
前記ピットの海側と陸側の略中間位置に、ピット側部と倒伏位置の扉体の側面との間を遮水する側部遮水部材と、前記ピット底部と倒伏位置の扉体の下面との間を遮水する下部遮水部材とが設けら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揺動式高潮用ゲート。   A side water-impervious member that shields water between the pit side and the side surface of the door in the lying position at a substantially intermediate position between the sea side and the land side of the pit, and the lower surface of the door in the pit bottom and the lying position The oscillating storm surge gate according to any one of claims 1 to 3, further comprising a lower water-impervious member that shields water from each other.
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CN104452682A (en) * 2014-12-13 2015-03-25 天津大学前沿技术研究院有限公司 Automatic control type steel faceplate dam
FR3057882A1 (en) * 2016-10-25 2018-04-27 Conception Etude Paysage Genie Ecologique AUTOMATIC MECHANICAL CLUTCH PROVIDED FOR CLOSING A WATER PASSAGE FRAMED BY TWO WALLS
KR102024810B1 (en) * 2019-03-05 2019-09-24 (주)에스엔비 Water-blocking device combined path and construction method thereof
KR102091413B1 (en) * 2018-11-19 2020-03-20 해전산업 주식회사 A connection between a powerless water gate structure and multiple hydrologic structures
JP6814318B1 (en) * 2019-11-13 2021-01-13 コリア インスティテュート オブ オーシャン サイエンス テクノロジー Self-rotating storm surge and wave protection wall

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JP2001214425A (en) * 2000-02-02 2001-08-07 Nippon Frp Kk Float gate for shutting off inflow water at building entrance, and its lock device
JP2003253912A (en) * 2002-03-01 2003-09-10 Kumagai Gumi Co Ltd Water-level follow-up type rise-fall gate device
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452682A (en) * 2014-12-13 2015-03-25 天津大学前沿技术研究院有限公司 Automatic control type steel faceplate dam
FR3057882A1 (en) * 2016-10-25 2018-04-27 Conception Etude Paysage Genie Ecologique AUTOMATIC MECHANICAL CLUTCH PROVIDED FOR CLOSING A WATER PASSAGE FRAMED BY TWO WALLS
KR102091413B1 (en) * 2018-11-19 2020-03-20 해전산업 주식회사 A connection between a powerless water gate structure and multiple hydrologic structures
KR102024810B1 (en) * 2019-03-05 2019-09-24 (주)에스엔비 Water-blocking device combined path and construction method thereof
JP6814318B1 (en) * 2019-11-13 2021-01-13 コリア インスティテュート オブ オーシャン サイエンス テクノロジー Self-rotating storm surge and wave protection wall

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