JP2013014993A - Floating body type flap gate - Google Patents

Floating body type flap gate Download PDF

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JP2013014993A
JP2013014993A JP2011150175A JP2011150175A JP2013014993A JP 2013014993 A JP2013014993 A JP 2013014993A JP 2011150175 A JP2011150175 A JP 2011150175A JP 2011150175 A JP2011150175 A JP 2011150175A JP 2013014993 A JP2013014993 A JP 2013014993A
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water
door body
pit
opening
flap gate
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JP5631818B2 (en
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Zento Yamakawa
善人 山川
Toshiaki Morii
俊明 森井
Ryuta Yoshiki
竜太 吉識
Noboru Itagaki
暢 板垣
Yuichiro Kimura
雄一郎 木村
Masanori Inui
真規 乾
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Hitachi Zosen Corp
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Abstract

PROBLEM TO BE SOLVED: To prevent water from flowing into a living space or an underground space even when the speed of the water at the beginning of the inflow is so fast that the water flows over before a door body floats up.SOLUTION: A floating body type flap gate 1 is installed in a pit 2 formed on a road surface at an opening or a gate, and comprises a door body 3 whose tip side stands up and oscillates with the base end side as a pivot in a height-direction plane against the water inflow direction in order to close the opening or the gate when a water flows in. A drainage gutter 5 is arranged at a designated location in the downstream side of the pivot point along the flowing-in water for taking-in the water that has flowed over the door body 3. The drainage gutter 5 is connected to the pit 2 so that the water inside the drainage gutter 5 can be lead to the pit 2. Taking the flowed-over water into the drainage gutter enables prevention of the inflow into a living space or an underground space. The water taken in the drainage gutter is lead to the pit and can supplement the floating action of the door body.

Description

本発明は、例えば防波堤の開口部や建物の出入口に設置され、増水時、増水した水が生活空間や地下空間に流れ込まないように、扉体を浮上させて前記開口部又は出入口を遮断する浮体式フラップゲートに関するものである。   The present invention is installed at, for example, an opening of a breakwater or an entrance of a building, and when the water increases, a floating body that floats the door and blocks the opening or the entrance so that the increased water does not flow into the living space or the underground space It relates to a type flap gate.

増水時に、増水した水が生活空間や地下空間に流れ込まないように、流入しようとする水の浮力を利用して凹状のピット内に埋設された扉体を浮上させ、例えば建物の出入口を遮断する浮体式フラップゲートがある(例えば特許文献1の実施の形態−2)。   In order to prevent the increased water from flowing into the living space and underground space when the water increases, the buoyancy of the water that is going to flow in is used to float the door embedded in the concave pit, for example, to block the entrance of the building There is a floating flap gate (for example, Embodiment-2 of Patent Document 1).

しかしながら、特許文献1で開示された浮体式フラップゲートは、流入初期に床面を流れてくる水の移動速度が速い場合には、扉体の浮上動作が遅れて生活空間や地下空間に越流する問題がある。   However, the floating flap gate disclosed in Patent Document 1 overflows into the living space and underground space due to the delay in the floating operation of the door when the moving speed of the water flowing on the floor surface is high at the beginning of the inflow. There is a problem to do.

そこで、扉体を格納する扉体格納室の側壁に海側と貫通する導排水管を設け、この導排水管の高さ位置まで海水が上昇した段階から扉体格納室内に海水を導水し始めるように構成された、例えば防潮堤の開口部などに設置される浮体式フラップゲートが提案されている(例えば特許文献2)。   In view of this, a water drainage pipe penetrating the sea side is provided on the side wall of the door body storage chamber for storing the door body, and the seawater starts to be introduced into the door body storage chamber from the stage when the seawater rises to the height position of the water drainage pipe. For example, a floating-type flap gate that is installed at an opening of a seawall, for example, has been proposed (for example, Patent Document 2).

しかしながら、特許文献2で提案された浮体式フラップゲートのように、扉体格納室の側壁に海側と貫通する導排水管を設けた場合でも、水が導排水管を通って扉体格納室内に流れ込み扉体が起立動作を開始するまでには一定の時間を要する。そのため、流入初期の水の上昇速度が速い場合は、扉体が浮上し始める前に水が扉体の上部を越流し、防潮堤の後背地の生活空間側に流れ込むおそれが高くなる。   However, even in the case where a water guide pipe penetrating the sea side is provided on the side wall of the door housing chamber, as in the floating flap gate proposed in Patent Document 2, water passes through the water guide pipe and the door housing chamber. It takes a certain time for the door body to flow into and to start the standing operation. Therefore, when the rising speed of water at the beginning of the inflow is high, there is a high possibility that the water will overflow the upper part of the door body before the door body starts to float and flow into the living space behind the seawall.

特開2001−214425号公報JP 2001-214425 A 特開2006−257829号公報JP 2006-257829 A

本発明が解決しようとする問題点は、流入初期の水の速度が速い場合、扉体の浮上動作が遅れて生活空間や地下空間へ越流する点である。   The problem to be solved by the present invention is that when the speed of water at the beginning of inflow is high, the floating action of the door body is delayed and overflows into the living space or underground space.

本発明は、流入初期の水の速度が速い場合でも生活空間や地下空間へ越流することがなく、また、越流を防止している間、扉体の浮上動作を補助することが可能な浮体式フラップゲートを提供することを目的としてなされたものである。   The present invention does not overflow into the living space or underground space even when the speed of water at the initial inflow is high, and can assist the floating operation of the door body while preventing overflow. The purpose is to provide a floating flap gate.

本発明の浮体式フラップゲートは、
開口部或いは出入口の路面に形成したピットに設置され、水が流入する際、前記開口部或いは前記出入口を遮断すべく、前記流入する水の方向に高さ方向の平面内で、基端側を支点として先端側が起立揺動する扉体を備えた浮体式フラップゲートであって、
前記支点よりも前記流入する水の下流側の所要の位置に、前記扉体を越流した水を取り込む排水溝を設けると共に、前記排水溝内の水を前記ピットへ導水可能なように、前記排水溝と前記ピットを連通させたことを最も主要な特徴としている。
The floating flap gate of the present invention is
Installed in a pit formed on the road surface of the opening or the entrance and exit, when water flows in, the base end side is placed in a plane in the height direction in the direction of the inflowing water to block the opening or the entrance and exit. It is a floating flap gate with a door body that swings upright as a fulcrum,
In a required position on the downstream side of the inflowing water from the fulcrum, a drainage groove for taking in the water that has overflowed the door body is provided, and the water in the drainage groove can be guided to the pit, The main feature is that the drainage channel and the pit communicated with each other.

上記の本発明では、扉体が浮上動作を開始する前に扉体の上部を越流した水は、排水溝に取り込むことができる。   In the present invention described above, the water that overflows the upper part of the door body before the door body starts the floating operation can be taken into the drainage groove.

上記本発明において、前記ピットから前記排水溝の開口への水の逆流を所要の位置で密閉する止水蓋を設けた場合は、扉体の先端側が浮上後、水が逆流し始めたときに前記止水蓋が逆止弁として作用するので、水が前記開口部から流出して後背地へ浸入するのを防止できる。   In the present invention, when a water stop lid is provided to seal the backflow of water from the pit to the opening of the drainage groove at a required position, the water starts to flow back after the front end side of the door body has floated. Since the water stop lid acts as a check valve, it is possible to prevent water from flowing out from the opening and entering the backland.

本発明では、扉体が浮上動作を開始する前に越流した水は排水溝に取り込むことができるので、流入初期の水の速度が速い場合でも生活空間や地下空間への流入を防止でき、防災設備としての信頼性が向上する。また、排水溝とピットが連通しているので、越流を防止している間に排水溝に取り込んだ水は、ピットに導水して、扉体の浮上動作を補助することができる。   In the present invention, since the water that overflowed before the door body started floating operation can be taken into the drainage ditch, even when the speed of water at the beginning of the inflow is high, it can be prevented from flowing into the living space and underground space, Reliability as disaster prevention equipment is improved. Further, since the drainage groove and the pit communicate with each other, the water taken into the drainage groove while preventing overflow can be guided to the pit to assist the floating operation of the door body.

本発明の浮体連結式フラップゲートを側面側から見た概略構成図で、(a)は全体図、(b)は排水溝の拡大図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the schematic block diagram which looked at the floating body connection type flap gate of this invention from the side surface side, (a) is a general view, (b) is an enlarged view of a drainage groove. 排水溝に止水蓋を設けた本発明の浮体連結式フラップゲートの前記止水蓋の作用を説明する側面方向から見た図で、(a)は排水溝に流れ込んだ越流水により止水蓋が浮上を開始する直前の図、(b)は排水溝からピットに水が導水され先端側の扉体ブロックが浮上し始めた状態の図、(c)はピットから排水溝の開口へ水が逆流し始めたときに、止水蓋の先端部が逆流する水の圧力と浮力によって一方の張出部と密着した状態の図である。It is the figure seen from the side direction explaining the effect | action of the said water stop of the floating body connection type flap gate of this invention which provided the water stop with the drain ditch, (a) is a water stop by the overflow water which flowed into the drain ditch. Figure (b) shows the state just before the start of levitation, (b) shows the state where water is introduced from the drainage groove to the pit, and the door block on the tip side starts to float, (c) shows water from the pit to the opening of the drainage groove. It is a figure of the state which the front-end | tip part of the water stop lid contact | adhered to one overhang | projection part by the pressure and buoyancy of the water which flows backward when it began to flow backward.

本発明は、流入初期の水の速度が速い場合でも生活空間や地下空間への越流を防止し、また、越流を防止している間、扉体の浮上動作を補助するという目的を、扉体の基端側の支点よりも流入する水の下流側の所要の位置に、扉体を越流した水を取り込む排水溝を設けると共に、この排水溝内の水をピットへ導水可能なように、排水溝とピットを連通させることで実現した。   The purpose of the present invention is to prevent overflow to living space and underground space even when the speed of water at the beginning of inflow is high, and to assist the floating operation of the door body while preventing overflow. A drainage groove is provided at the required position downstream of the water that flows in from the fulcrum on the base end side of the door body, and the water in the drainage groove is introduced to the pit. In addition, it was realized by connecting the drainage ditch and the pit.

以下、本発明を実施するための形態を、図1〜図2を用いて詳細に説明する。
図1は、扉体上面が路面と同じ高さとなるように埋設して設置される本発明の浮体連結式フラップゲートを側面から見た概略図である。
Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS.
FIG. 1 is a schematic view of a floating body-coupled flap gate of the present invention, which is embedded and installed so that the upper surface of the door body is at the same height as the road surface, as viewed from the side.

図1(a)において、1は例えば防波堤の開口部の路面rs1と基体6の上面rs2の間に形成された凹面を有したピット2に設置された浮体連結式フラップゲートである。この浮体連結式フラップゲート1は、海洋(或いは河川)から防波堤の後背地に向けて水wが矢印の方向に流入した際、流入した水の水圧と扉体3の浮力を利用して、扉体3の基端側の回転部4bを支点として先端側4cを起立させて開口部を水密状態に遮断するものである。   In FIG. 1A, reference numeral 1 denotes a floating body-connected flap gate installed in a pit 2 having a concave surface formed between a road surface rs1 of an opening of a breakwater and an upper surface rs2 of a base body 6, for example. This floating body-connected flap gate 1 uses the water pressure of the inflowing water and the buoyancy of the door body 3 when water w flows in the direction of the arrow from the ocean (or river) toward the backland of the breakwater. The distal end side 4c is erected with the rotating portion 4b on the proximal end side of the body 3 as a fulcrum to block the opening in a watertight state.

この浮体連結式フラップゲート1を構成する扉体3は、高さ方向に、例えば鋼製の中空構造である2個の扉体ブロックに分割した構成となされている。以下、これら2個の扉体ブロックを、起立状態にある場合の上方から、先端側の扉体ブロック3a、基端側の扉体ブロック3bと言う。   The door body 3 constituting the floating body connected flap gate 1 is divided in the height direction into two door body blocks having a hollow structure made of steel, for example. Hereinafter, these two door blocks are referred to as a front door block 3a and a base door block 3b from the upper side in the standing state.

そして、これら扉体ブロック3aと3bの間、及び、基端側の扉体ブロック3bと基体6の上面rs2の間を、高さ方向の平面内で、海洋(或いは河川)から流れ込もうとする水の方向に向けて例えば所定角度の回転が自在な、先端側の回転部4a及び基端側の回転部4bで連結している。扉体ブロック3a,3b間及び基端側の扉体ブロック3bと基体6の上面rs2の間は、水密ゴム(図示せず)によって水密状態となっている。また、扉体3の、防波堤の開口部に設けた戸当りと相対する側にも水密ゴム(図示せず)が設けられている。   Then, between these door body blocks 3a and 3b and between the door body block 3b on the base end side and the upper surface rs2 of the base body 6, an attempt is made to flow from the ocean (or river) in a plane in the height direction. For example, it is connected by a distal end side rotating portion 4a and a proximal end side rotating portion 4b that can freely rotate by a predetermined angle toward the direction of water to be discharged. Between the door body blocks 3a and 3b and between the door body block 3b on the base end side and the upper surface rs2 of the base body 6, watertight rubber (not shown) is in a watertight state. Further, watertight rubber (not shown) is provided on the side of the door body 3 facing the door stop provided at the opening of the breakwater.

また、本実施例では、先端側の扉体ブロック3aは流入する水と反対方向にも所定角度だけ回転が可能なように回転部4aを構成し、水の流入時に先行して浮上するようにしている。   Further, in this embodiment, the door block 3a on the front end side is configured to have a rotating portion 4a so as to be able to rotate by a predetermined angle in the direction opposite to the inflowing water so that it floats in advance when water flows in. ing.

図1に示す本発明の浮体連結式フラップゲート1は、基端側の回転部4bよりも流入する水の下流側に、まず回転部4bが連結される基体6を設け、次いで基体6に隣接させて扉体3を越流する水を取り込む開口5aを有した排水溝5を設けたものである。排水溝5の、流入する水と交差する方向の幅は、防波堤の開口部の幅と同じ長さとしている。   The floating body-connected flap gate 1 of the present invention shown in FIG. 1 is provided with a base 6 to which the rotating part 4b is connected first on the downstream side of the water flowing in from the rotating part 4b on the base end side, and then adjacent to the base 6 Thus, a drainage groove 5 having an opening 5a for taking in water flowing over the door body 3 is provided. The width of the drainage groove 5 in the direction intersecting with the inflowing water is the same as the width of the opening of the breakwater.

そして、排水溝5内に流れ込んだ水を、扉体3の倒伏状態における底面とピット2の底面の間へ導水可能なように、排水溝5とピット2は、これらを隔てる基体6に設けた通路6aによって、排水溝5の底面とピット2の底面が同一の平面で連続した状態となるように連通している。このような構成とすれば、排水溝5内に流れ込んだ水は、扉体3の倒伏状態における底面とピット2の底面の間へ速やかに導水できるので、扉体3の浮上開始時間を短縮できる。   And the drainage groove 5 and the pit 2 were provided in the base | substrate 6 which separates these so that the water which flowed in the drainage groove 5 can be led between the bottom face in the fall state of the door body 3, and the bottom face of the pit 2. The passage 6a communicates so that the bottom surface of the drainage groove 5 and the bottom surface of the pit 2 are continuous on the same plane. With such a configuration, the water that has flowed into the drainage groove 5 can be quickly introduced between the bottom surface of the door body 3 in the lying state and the bottom surface of the pit 2, so that the start time of the rising of the door body 3 can be shortened. .

排水溝5の開口5aは、内部に越流水を流入可能で、かつ、開口5aの上部を人や車両が安全に通行できるように、グレーチング7で覆われた状態としている。グレーチング7は、図1(b)に示すように、開口5aの近傍に設けた張出部5b,5cの上に載置している。なお、路面rs1、扉体3の上面、基体6の上面rs2、グレーチング7の上面、路面rs3はすべて高さを揃え、車両等の通行に支障をきたさないようにしている。   The opening 5a of the drainage groove 5 is covered with the grating 7 so that overflow water can flow into the interior and the upper part of the opening 5a can be safely passed by people and vehicles. As shown in FIG. 1B, the grating 7 is placed on the overhang portions 5b and 5c provided in the vicinity of the opening 5a. The road surface rs1, the upper surface of the door body 3, the upper surface rs2 of the base 6, the upper surface of the grating 7, and the road surface rs3 are all the same height so as not to hinder the passage of vehicles and the like.

8はフロートを有し、基端側の回転部8aを一方の張出部5bに回動可能に取り付けたフラップ式の止水蓋である。止水蓋8は、スイング式の逆止弁であり、開口5aからの越流水の流入は許容するが、ピット2から開口5aの方向に水が逆流し始めたときは先端部8bが他方の張出部5c側に密着して、開口5aから水が流出するのを防止する。以下、図2を参照して、この止水蓋8の作用について説明する。   Reference numeral 8 denotes a flap-type water-stopping lid having a float and having a base-side rotating portion 8a rotatably attached to one overhanging portion 5b. The water stop lid 8 is a swing type check valve, which allows inflow of overflow water from the opening 5a, but when the water starts to flow backward from the pit 2 toward the opening 5a, the tip 8b is the other end. Close contact with the overhanging portion 5c side prevents water from flowing out from the opening 5a. Hereinafter, with reference to FIG. 2, the operation of the water blocking lid 8 will be described.

図2(a)に示すように、流入初期に扉体3を越流した水wは、排水溝5の開口部5aを覆うグレーチング7を通過して排水溝5の内部に流れ込む。このとき、止水蓋8は流れ込む水の圧力によって先端部8bが下方に押し付けられた状態となっている。   As shown in FIG. 2A, the water w that has overflowed the door body 3 at the initial inflow passes through the grating 7 that covers the opening 5 a of the drainage groove 5 and flows into the drainage groove 5. At this time, the water stop lid 8 is in a state where the tip 8b is pressed downward by the pressure of the flowing water.

その後、排水溝5の内部に流れ込んだ水wによって止水蓋8は浮上するので、排水溝5に流れ込んだ水は、前記のとおり排水溝5とピット2を連通する通路6aから倒伏状態にある扉体3の底面とピット2の底面の間に導水される。つまり、本発明では、越流水は排水溝5から取り込まれて扉体3に浮力を生じさせ、扉体3の起立動作を補助する。   Thereafter, the water stop lid 8 is floated by the water w flowing into the drainage groove 5, so that the water flowing into the drainage groove 5 is lying down from the passage 6 a communicating the drainage groove 5 and the pit 2 as described above. Water is introduced between the bottom surface of the door body 3 and the bottom surface of the pit 2. That is, in the present invention, the overflow water is taken from the drainage groove 5 to cause buoyancy in the door body 3 and assists the standing operation of the door body 3.

このとき、本実施例では、扉体3を高さ方向に分割された扉体ブロック3a,3bによって構成し、図2(b)に示すように、先端側の扉体ブロック3aが基端側の扉体ブロック3bよりも先行して浮上し始めるようにしている。従って、開口部から流入した水を倒伏状態の扉体3の下方に効果的に導くことができる。   At this time, in this embodiment, the door body 3 is constituted by the door body blocks 3a and 3b divided in the height direction, and as shown in FIG. The door body block 3b is started to rise before the door block 3b. Therefore, the water flowing in from the opening can be effectively guided to the lower side of the door 3 in the lying state.

そして、先端側の扉体ブロック3aの先端部4cが浮上すると、越流は停止する一方、扉体3の底面側に水が流れ込むため、ピット2から排水溝5の開口5aの方向に水が逆流し始める。   Then, when the tip 4c of the door block 3a on the tip side rises, the overflow is stopped, but water flows into the bottom surface side of the door 3, so that water flows from the pit 2 toward the opening 5a of the drain groove 5. Start to flow backwards.

このとき、止水蓋8の先端部8bは、図2(c)に示すように、逆流する水の圧力と止水蓋8自体の浮力によって他方の張出部5cに密着するので、張出部5b,5c間が止水蓋8によって密閉される。従って、扉体3が起立した後、水が開口5aから流出して生活空間や地下空間へ浸入することを防止できる。   At this time, as shown in FIG. 2 (c), the tip 8b of the water stop lid 8 is in close contact with the other overhanging portion 5c by the pressure of the water flowing backward and the buoyancy of the water stop lid 8 itself. The space between the portions 5b and 5c is sealed by the water stop lid 8. Therefore, it is possible to prevent water from flowing out from the opening 5a and entering the living space or the underground space after the door body 3 stands.

本発明は、前記の例に限るものではなく、各請求項に記載した技術的思想の範疇であれば、適宜実施の形態を変更しても良いことは言うまでもない。   The present invention is not limited to the above examples, and it goes without saying that the embodiments may be changed as appropriate within the scope of the technical idea described in each claim.

例えば、本発明は、扉体が高さ方向に分割されておらず一体の浮体式フラップゲートにも適用できる。また、浮体連結式フラップゲート1に適用する場合、扉体3は2分割のものに限らず、例えば高さ方向に3分割した扉体ブロックが流入する水の水位に応じて基端側から順次起立するものであっても良い。   For example, the present invention can be applied to an integral floating flap gate in which the door body is not divided in the height direction. Moreover, when applying to the floating body connection type flap gate 1, the door body 3 is not limited to the one divided into two parts, for example, sequentially from the base end side according to the water level into which the door body block divided into three in the height direction flows. It may stand up.

また、遮断する防波堤の開口部の幅が広い場合は、浮体連結式フラップゲート1を構成する扉体3を開口部の幅方向に連結し、各扉体3間は扉間水密ゴムによって連結された構成としても良い。この場合、排水溝5は、開口部の幅方向に並設された扉体3ごとに夫々設けるか、あるいは、各扉体3の幅方向全域に対し1つの排水溝5を設けても良い。   Further, when the opening of the breakwater to be blocked is wide, the door body 3 constituting the floating body-connected flap gate 1 is connected in the width direction of the opening, and the door bodies 3 are connected by watertight rubber between the doors. It is good also as a composition. In this case, the drainage grooves 5 may be provided for each door body 3 arranged in parallel in the width direction of the opening, or one drainage groove 5 may be provided for the entire width direction of each door body 3.

また、止水蓋8は、フロート(浮体)を有したものである必要はなく、逆流する水の圧力のみを利用して開口5aを密閉するものでも良い。また、止水蓋8は、スイング式のものに限らず、例えばリフト式やウエハー式の逆止弁であっても良い。   Moreover, the water stop lid | cover 8 does not need to have a float (floating body), and may seal the opening 5a only using the pressure of the water which flows backward. The water stop lid 8 is not limited to a swing type, and may be a lift type or wafer type check valve, for example.

1 浮体連結式フラップゲート
2 ピット
3 扉体
4b 基端側の回転部(支点)
5 排水溝
5a 開口
8 止水蓋
DESCRIPTION OF SYMBOLS 1 Floating body connection type flap gate 2 Pit 3 Door 4b Rotation part (fulcrum) of base end side
5 Drainage channel 5a Opening 8 Water stop lid

Claims (2)

開口部或いは出入口の路面に形成したピットに設置され、水が流入する際、前記開口部或いは前記出入口を遮断すべく、前記流入する水の方向に高さ方向の平面内で、基端側を支点として先端側が起立揺動する扉体を備えた浮体式フラップゲートであって、
前記支点よりも前記流入する水の下流側の所要の位置に、前記扉体を越流した水を取り込む排水溝を設けると共に、前記排水溝内の水を前記ピットへ導水可能なように、前記排水溝と前記ピットを連通させたことを特徴とする浮体式フラップゲート。
Installed in a pit formed on the road surface of the opening or the entrance and exit, when water flows in, the base end side is placed in a plane in the height direction in the direction of the inflowing water to block the opening or the entrance and exit. It is a floating flap gate with a door body that swings upright as a fulcrum,
In a required position on the downstream side of the inflowing water from the fulcrum, a drainage groove for taking in the water that has overflowed the door body is provided, and the water in the drainage groove can be guided to the pit, A floating flap gate characterized in that a drainage channel and the pit are communicated.
前記ピットから前記排水溝の開口への水の逆流を所要の位置で密閉する止水蓋を設けたことを特徴とする請求項1に記載の浮体式フラップゲート。   The floating flap gate according to claim 1, further comprising a water stop lid that seals back flow of water from the pit to the opening of the drainage groove at a required position.
JP2011150175A 2011-07-06 2011-07-06 Floating flap gate Expired - Fee Related JP5631818B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102166934B1 (en) * 2020-04-03 2020-10-16 해전산업 주식회사 A Powerless Watergate structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10252043A (en) * 1997-03-12 1998-09-22 Kaisei Kogyo Kk Backflow prevention gate
JPH1161782A (en) * 1997-08-25 1999-03-05 Shinji Nagaoka Automatic roof weir
JP2002147106A (en) * 2000-11-09 2002-05-22 Shinichiro Hayashi Water cutoff device
JP2002167727A (en) * 2000-11-30 2002-06-11 Shinichiro Hayashi Water cutoff device
JP2011122375A (en) * 2009-12-11 2011-06-23 Taisei Corp Rising structure of tide preventive plate
GB2486245A (en) * 2010-12-09 2012-06-13 Geoffery Thomas Evans A flood barrier

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10252043A (en) * 1997-03-12 1998-09-22 Kaisei Kogyo Kk Backflow prevention gate
JPH1161782A (en) * 1997-08-25 1999-03-05 Shinji Nagaoka Automatic roof weir
JP2002147106A (en) * 2000-11-09 2002-05-22 Shinichiro Hayashi Water cutoff device
JP2002167727A (en) * 2000-11-30 2002-06-11 Shinichiro Hayashi Water cutoff device
JP2011122375A (en) * 2009-12-11 2011-06-23 Taisei Corp Rising structure of tide preventive plate
GB2486245A (en) * 2010-12-09 2012-06-13 Geoffery Thomas Evans A flood barrier

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102166934B1 (en) * 2020-04-03 2020-10-16 해전산업 주식회사 A Powerless Watergate structure

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