JP2012172423A - Floating body connection type flap gate - Google Patents

Floating body connection type flap gate Download PDF

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JP2012172423A
JP2012172423A JP2011036185A JP2011036185A JP2012172423A JP 2012172423 A JP2012172423 A JP 2012172423A JP 2011036185 A JP2011036185 A JP 2011036185A JP 2011036185 A JP2011036185 A JP 2011036185A JP 2012172423 A JP2012172423 A JP 2012172423A
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water
floating body
block
intake tank
tip
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Masanori Inui
真規 乾
Yuichiro Kimura
雄一郎 木村
Toshiaki Morii
俊明 森井
Kyoichi Nakaho
京一 仲保
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Hitachi Zosen Corp
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Hitachi Zosen Corp
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Abstract

PROBLEM TO BE SOLVED: To prevent door body blocks on a front end side from floating due to minor flooding and eliminate hindrance to the passage of pedestrians and vehicles.SOLUTION: A floating body connection type flap gate 11 of a door body is constructed such that a plurality of door body blocks divided in the height direction are connected together to be rotatable in a height-direction plane toward a direction of flowing water, in order to block an opening or a gateway to which the water flows, and that only the door body blocks on a front side of the hight direction are rotatable by a predetermined angle also in a direction opposite to the inflow water direction. A front end floating body block 16 having a buoyancy adjustment function provided inside with a buoyancy chamber 16a and a water intake chamber 16b is installed in a range of the door body block 12a on the front side where pedestrians and vehicles can pass through. As to the water intake chamber 16b, a lid 16c with an opening formed for taking rain water or the inflow water is provided in a top face in the case of the front end floating body block 16 having a buoyancy adjustment function in a fallen state, and a drainage device 17 is provided in the front end part. Consequently, the passage of pedestrians and vehicles is not hindered in the case of minor flooding.

Description

本発明は、防潮堤の開口部や建物・地下空間の出入口等に設置され、増水時、増水した水が防潮堤の後背地や建物・地下空間に流れ込まないように、扉体を起立させて前記開口部や出入口を遮断する浮体連結式フラップゲートに関するものである。   The present invention is installed at the opening of a seawall, the entrance of a building / underground space, etc., and when the water is increased, the door body is erected so that the increased water does not flow into the backland of the seawall, the building / underground space. The present invention relates to a floating body connected flap gate that blocks the opening and the entrance.

増水時に、増水した水が防潮堤の後背地や、建物・地下空間に流れ込まないように、防潮堤の開口部や建物・地下空間の出入口に、浮体式フラップゲートが設置される場合がある(例えば特許文献1,2)。   Floating flap gates may be installed at the opening of the tide bank or at the entrance of the building / underground space so that the increased water does not flow into the backland of the tide bank or the building / underground space when the water increases ( For example, Patent Documents 1 and 2).

この種の浮体式フラップゲートは、扉体に単数個の大きな浮体を有し、前記開口部や出入口から流れ込む水の水圧と扉体自体の浮力を利用して扉体を起立させ、開口部や出入口を水密遮断するものである。   This type of floating-type flap gate has a single large floating body in the door body, and uses the water pressure flowing from the opening and the entrance and the buoyancy of the door body itself to erect the door body, The doorway is watertight.

しかしながら、従来の浮体式フラップゲートは、扉体が高さ方向に一体に形成されており、水位が一定の高さに到達した後に扉体が一気に起立するので、扉体の動揺が大きく、危険であった。反対に、倒伏時は、扉体が起立した水位まで水位が低下しても扉体は倒伏を開始せず、それよりも大きく水位が低下してから、扉体が一気に倒伏するので、扉体や扉体の格納部が損傷し易い。加えて、周囲に人がいた場合には危険である。   However, in the conventional floating flap gate, the door body is integrally formed in the height direction, and the door body stands up at a stretch after the water level reaches a certain height. Met. On the contrary, at the time of lodging, even if the water level drops to the water level where the door body stood up, the door body does not start lodging, and after the water level drops more than that, the door body falls down at a stretch. And the storage part of the door body is easily damaged. In addition, it is dangerous if there are people around.

そこで、出願人は、前記の問題を解決するために、扉体を高さ方向に例えば2分割し、これら2分割した扉体ブロックを、流入する水の方向に回転可能に連結した浮体連結式フラップゲートを提案した。   Therefore, in order to solve the above-mentioned problem, the applicant divides the door body into, for example, two parts in the height direction, and connects the two divided door body blocks so as to be rotatable in the direction of the flowing water. A flap gate was proposed.

この浮体連結式フラップゲートは、前記開口部或いは前記出入口から流入する水の水位に応じて、高さ方向に2分割した扉体ブロックが基端側から順次起立する。   In this floating body connection type flap gate, the door block divided into two in the height direction rises sequentially from the base end side in accordance with the water level flowing in from the opening or the entrance.

このような浮体連結式フラップゲートにおいて、高さ方向の先端側の扉体ブロックのみを前記開口部或いは前記出入口から流入する水と反対の方向にも所定角度だけ回転可能にした場合は、水の流入時に先行して浮上することになる。   In such a floating body connection type flap gate, when only the door block on the tip side in the height direction can be rotated by a predetermined angle in the direction opposite to the water flowing in from the opening or the entrance / exit, It will surface before the inflow.

従って、開口部或いは出入口から流入した水を倒伏状態の基端側の扉体ブロックの下方に効果的に導くことができ、開口部或いは出入口から水が流入し始める流入初期の扉体ブロックの浮上動作が速くなって、開口部或いは出入口からの水の流れ込みを防止できる。   Therefore, the water flowing in from the opening or the entrance / exit can be effectively led to the lower side of the door block on the base end side in the lying state, and the floating of the door block at the initial inflow starts to flow in from the opening or the entrance / exit. The operation becomes faster, and the flow of water from the opening or the entrance / exit can be prevented.

しかしながら、浮体式フラップゲートが設置される前記開口部や出入口等は、人や車両の通行量が多い。このような場所に、前記構成の浮体連結式フラップゲートを設置した場合、津波以外の要素、例えば豪雨等による軽度の浸水(20cm以下程度)でも、図9(b)に示すように、先端の扉体ブロック1aが浮上する。この場合、浮上した先端の扉体ブロック1aが人や車両の通行に支障をきたす。なお、図9(a)は通常の格納状態を示した図であり、1bは基端側の扉体ブロックを示す。   However, the opening and the entrance and the like where the floating flap gate is installed have a large amount of traffic for people and vehicles. When the floating-joint flap gate having the above-described configuration is installed in such a place, even if the element other than the tsunami, for example, a slight flood (about 20 cm or less) due to heavy rain or the like, as shown in FIG. The door block 1a rises. In this case, the door body block 1a at the tip that has surfaced hinders the passage of people and vehicles. FIG. 9A is a diagram showing a normal storage state, and 1b shows a door block on the base end side.

なお、上記問題点を解決するために、軽度の浸水で先端の扉体ブロックが浮上しないように先端の扉体ブロックの重量を増加すると、扉体の初期起立動作に遅れが生じ、津波や洪水などの重度の浸水初期の止水性能に問題が生じる。   In order to solve the above problems, if the weight of the door block at the tip is increased so that the door block at the tip does not rise due to slight water immersion, the initial standing motion of the door will be delayed, causing a tsunami or flood. Problems such as water stoppage performance in the early stage of heavy flooding.

特開2001−214425号公報JP 2001-214425 A 特開2003−253912号公報JP 2003-253912 A

本発明が解決しようとする問題点は、防潮堤の開口部や建物・地下空間の出入口等に浮体連結式フラップゲートを設置した場合、20cm以下程度の軽度の浸水でも、先端側の扉体ブロックが浮上して人や車両の通行に支障をきたすという点である。   The problem to be solved by the present invention is that when a floating body-connected flap gate is installed at the opening of a seawall or at the entrance / exit of a building / underground space, the door block on the front end side can be used even with light flooding of about 20 cm or less. Will rise and hinder the passage of people and vehicles.

本発明は、防潮堤の開口部や建物・地下空間の出入口等に浮体連結式フラップゲートを設置した場合に、20cm以下程度の軽度の浸水では先端側の扉体ブロックが浮上せず、人や車両の通行に支障をきたさないようにすることを目的としてなされたものである。   In the present invention, when a floating body-connected flap gate is installed at the opening of a seawall or at the entrance / exit of a building / underground space, the door block on the tip side does not float up in light flooding of about 20 cm or less. It was made for the purpose of preventing troubles in the passage of vehicles.

本発明の浮体連結式フラップゲートは、
開口部或いは出入口に設置され、水が流入する前記開口部或いは前記出入口を遮断すべく、高さ方向に分割した複数の扉体ブロックを、前記流入する水の方向に高さ方向の平面内で回転可能に連結した扉体の、高さ方向の先端側の扉体ブロックのみが前記流入する水と反対方向にも所定角度だけ回転可能に構成した浮体連結式フラップゲートであって、
前記先端側の扉体ブロックの人及び車両が通過できる範囲に、内部に浮力室と取水槽を設けた浮力調整機能付先端浮体ブロックを設置し、
前記取水槽は、浮力調整機能付先端浮体ブロックが倒伏状態にある場合の上面に、雨水或いは前記流入した水を取り込む開口を形成した蓋が設けられていると共に、先端部には排水装置が設けられていることを最も主要な特徴としている。
Floating body connected flap gate of the present invention,
A plurality of door blocks, which are installed at the opening or the entrance and are divided in the height direction so as to block the opening or the entrance through which the water flows, are arranged in a plane in the height direction in the direction of the flowing water. Floating body connected flap gates configured such that only the door block on the front end side in the height direction of the door body rotatably connected is rotatable by a predetermined angle in the direction opposite to the inflowing water,
In the range where the person and vehicle of the door block on the tip side can pass, a tip floating body block with a buoyancy adjustment function provided with a buoyancy chamber and a water intake tank inside is installed,
The water intake tank is provided with a lid formed with an opening for taking in rainwater or the inflowed water on the upper surface when the tip floating body block with a buoyancy adjustment function is in a lying state, and a drainage device is provided at the tip. The main feature is that

上記の本発明では、先端側の扉体ブロックの人及び車両が通過できる範囲に、内部に浮力室と取水槽を設けた浮力調整機能付先端浮体ブロックを設置したので、軽度の浸水は開口を形成した蓋から取水槽に取り込まれて浮力調整機能付先端浮体ブロックの浮上量が小さくなる。   In the present invention described above, since the tip floating body block with a buoyancy adjustment function in which a buoyancy chamber and a water intake tank are provided is installed in a range in which a person and a vehicle of the door block on the tip side can pass, an opening is provided for light flooding. The floating amount of the tip floating body block with a buoyancy adjustment function is reduced by being taken into the water intake tank from the formed lid.

本発明では、先端側の扉体ブロックの浮力調整機能付先端浮体ブロックを設置した範囲では、豪雨等の軽度の浸水は取水槽内に取り込んで浮上量が小さくなるので、人や車両の通行に支障がなくなる。   In the present invention, in the range where the front-end floating body block with a buoyancy adjustment function on the front-end side door block is installed, mild inundation such as heavy rain is taken into the intake tank and the floating amount is reduced, so that people and vehicles can pass There are no obstacles.

一方、津波襲来時や洪水等の重度の浸水が発生した場合は、浮力調整機能付先端浮体ブロックの起立に伴って取水槽内の水は蓋の開口から排水されて浮力が回復するので、起立動作の遅れが防止でき、防災設備としての信頼性を確保できる。   On the other hand, in the event of a severe inundation such as a tsunami or flood, the water in the water intake tank is drained from the lid opening as the tip floating body block with buoyancy adjustment function rises. Operation delay can be prevented, and reliability as disaster prevention equipment can be secured.

本発明の浮体連結式フラップゲートの倒伏状態の概略構成図で、(a)は平面図、(b)は(a)図のA−A方向から見た図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic block diagram of the falling state of the floating body connection type flap gate of this invention, (a) is a top view, (b) is the figure seen from the AA direction of (a) figure. 本発明の浮体連結式フラップゲートにおける先端側の扉体ブロックの人及び車両が通過できる範囲に設置する浮力調整機能付先端浮体ブロックの概略構成図で、(a)は倒伏状態における上面から見た図、(b)は(a)のA−A断面図、(c)〜(e)は(a)のB−B断面図で、(c)片ヒンジ型、(d)は逆止弁型、(e)は捩りばね付きの片ヒンジ型を示した図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic configuration diagram of a tip floating body block with a buoyancy adjustment function installed in a range in which a person and a vehicle of a tip side door body block can pass through a floating body-coupled flap gate of the present invention, and (a) is viewed from the upper surface in a lying state. (B) is an AA cross-sectional view of (a), (c) to (e) are BB cross-sectional views of (a), (c) a single hinge type, and (d) a check valve type. (E) is the figure which showed the single hinge type | mold with a torsion spring. (a)は片ヒンジ型の排水装置の拡大断面図、(b)〜(c)は動作イメージを示した図で、(b)は外部の水面が取水槽内の水面より高い場合、(c)は外部の水面が取水槽内の水面より低い場合、(d)は津波や洪水による作動時の図である。(A) is an enlarged cross-sectional view of a single hinge type drainage device, (b) to (c) are diagrams showing an operation image, and (b) is a case where the external water surface is higher than the water surface in the water intake tank. ) Is a diagram when the water surface of the outside is lower than the water surface in the intake tank, and FIG. (a)は逆止弁型の排水装置の拡大断面図、(b),(c)は動作イメージを示した図で、(b)は倒伏時の場合、(c)は津波や洪水による作動時の図である。(A) is an enlarged cross-sectional view of a check valve type drainage device, (b) and (c) are diagrams showing an image of operation, (b) in case of lodging, (c) is operated by tsunami and flood It is a figure of time. (a)は捩りばね付き片ヒンジ型の排水装置の拡大断面図、(b),(c)は動作イメージを示した図で、(b)は倒伏時の場合、(c)は津波や洪水による作動時の図である。(A) is an enlarged cross-sectional view of a single-hinged drainage device with a torsion spring, (b) and (c) are diagrams showing an operation image, (b) is when lying down, (c) is a tsunami or flood It is a figure at the time of the action | operation by. 軽度の浸水時における本発明の浮体連結式フラップゲートの倒伏時の状態を示した図である。It is the figure which showed the state at the time of the fall of the floating body connection type | mold flap gate of this invention at the time of slight water immersion. (a)〜(c)は浮力調整機能付先端浮体ブロックの浮力室と取水槽の他の配置例を示した図である。(A)-(c) is the figure which showed the other example of arrangement | positioning of the buoyancy chamber of a tip floating body block with a buoyancy adjustment function, and a water intake tank. 浮力調整機能付先端浮体ブロックの他の構成例を示した図で、(a)は倒伏時の場合、(b)は津波や洪水による作動時の図である。It is the figure which showed the other structural example of the front-end | tip floating body block with a buoyancy adjustment function, (a) is a figure at the time of lying down, (b) is a figure at the time of the action | operation by a tsunami or flood. 従来の浮体連結式フラップゲートの倒伏状態を示した図で、(a)は通常時、(b)は軽度の浸水時の図である。It is the figure which showed the fall state of the conventional floating body connection type | mold flap gate, (a) is a normal time, (b) is a figure at the time of slight water immersion.

本発明は、軽度の浸水では先端側の扉体ブロックが浮上せず、人や車両の通行に支障をきたさないようにするという目的を、先端側の扉体ブロックの人及び車両が通過できる範囲に浮力調整機能付先端浮体ブロックを設置することで実現した。   The purpose of the present invention is to prevent the front door block from rising due to mild water so that it does not hinder the passage of people and vehicles. This is achieved by installing a floating body block with a buoyancy adjustment function.

以下、本発明を実施するための形態を、図1〜図8を用いて詳細に説明する。
図1は本発明の浮体連結式フラップゲートの倒伏状態の概略構成を示した図である。
Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS.
FIG. 1 is a diagram showing a schematic configuration of a lying state of a floating body connected flap gate of the present invention.

図1において、11は例えば道路面より低い位置に構築される防潮堤clの、開口部oの路面rsに設置される本発明の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11は、海洋(或いは河川)から防潮堤clの後背地(或いは道路面)に水wが流入しようとする際、流入する水wの水圧と扉体12の浮力を利用して、基端側を支点として扉体12を起立させて開口部oを水密状態に遮断するものである。   In FIG. 1, reference numeral 11 denotes a floating body-connected flap gate of the present invention installed on a road surface rs of an opening o of a seawall cl constructed at a position lower than a road surface, for example. This floating body connection type flap gate 11 uses the water pressure of the inflowing water w and the buoyancy of the door body 12 when the water w tries to flow into the hinterland (or road surface) of the seawall cl from the ocean (or river). Then, the door body 12 is erected with the base end side as a fulcrum to block the opening o in a watertight state.

この浮体連結式フラップゲート11を構成する扉体12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12a、基端側の扉体ブロック12bと言う。   The door body 12 constituting the floating body connection type flap gate 11 is divided into two door body blocks having a hollow structure made of steel, for example, in the height direction. Hereinafter, these two door body blocks are referred to as a front-end-side door body block 12a and a proximal-end-side door body block 12b from above in the standing state.

そして、これら扉体ブロック12aと12bの間、及び基端側の扉体ブロック12bと路面rs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wの方向に向けて、例えば所定角度の回転が自在な回転部13a,13bで連結している。   And between these door block 12a and 12b and between the door block 12b on the base end side and the road surface rs, the water w to flow from the ocean (or river) in a plane in the height direction. For example, the rotating parts 13a and 13b that can rotate at a predetermined angle are connected in the direction.

また、本発明では、先端側の扉体ブロック12aのみが前記流入する水wと反対方向にも所定角度だけ回転が可能なように構成し、水の流入時に先行して浮上するようにしている。   Further, in the present invention, only the front door block 12a is configured so as to be able to rotate by a predetermined angle in the direction opposite to the inflowing water w so as to float in advance when water flows in. .

前記各扉体12間、及び各扉体12を構成する先端側の扉体ブロック12aと基端側の扉体ブロック12b間は扉間水密ゴム14によって連結されている。また、両側の扉体12の、防潮堤clの開口部oに設けた戸当りdと相対する側には水密ゴム15が設けられている。   Between the door bodies 12 and between the door body block 12a on the front end side and the door body block 12b on the base end side constituting each door body 12 are connected by a watertight rubber 14 between doors. Further, a watertight rubber 15 is provided on the side of the door body 12 on both sides opposite to the door contact d provided in the opening o of the seawall cl.

図1に示す本発明の浮体連結式フラップゲート11は、先端側の扉体ブロック12aの人及び車両が通過できる範囲に、浮力調整機能付先端浮体ブロック16を設置している。この浮力調整機能付先端浮体ブロック16、図2に示すように、内部に浮力室16aと取水槽16bを設けた構成である。   The floating body connection type flap gate 11 of the present invention shown in FIG. 1 has a tip floating body block 16 with a buoyancy adjustment function installed in a range through which a person and a vehicle of the door block 12a on the front end side can pass. This tip floating body block 16 with a buoyancy adjustment function, as shown in FIG. 2, has a structure in which a buoyancy chamber 16a and a water intake tank 16b are provided.

前記浮力室16aは、浮力調整機能付先端浮体ブロック16の浮力を保障するためのもので、両側に設けられている。この浮力室16aの内部は、図2(b)に示すように空洞でも良いが、ポリウレタンフォーム、発泡スチロール、ポリエチレンフォーム、ポリプロピレンフォーム等の発泡材を充填しても良い。   The buoyancy chamber 16a is for ensuring the buoyancy of the tip floating body block 16 with a buoyancy adjustment function, and is provided on both sides. The inside of the buoyancy chamber 16a may be a cavity as shown in FIG. 2B, but may be filled with a foam material such as polyurethane foam, polystyrene foam, polyethylene foam, polypropylene foam or the like.

一方、前記取水槽16bは、浮力調整機能付先端浮体ブロック16の中央部に設けられている。この取水槽16は、豪雨等の軽度の浸水を取り込んで浮力調整機能付先端浮体ブロック16の浮上量を小さくするためのもので、浮力調整機能付先端浮体ブロック16が倒伏状態にある場合の上面に、雨水或いは前記流入した水を取り込む開口を形成した蓋16cが、扉体12の上面と同一高さとなるように取り付けられている。   On the other hand, the said water intake tank 16b is provided in the center part of the front-end | tip floating body block 16 with a buoyancy adjustment function. This water intake tank 16 is for taking in light inundation such as heavy rain and reducing the floating amount of the tip floating block 16 with buoyancy adjustment function, and the upper surface when the tip floating block 16 with buoyancy adjustment function is in a lying state. In addition, a lid 16c having an opening for taking in rainwater or the inflowing water is attached so as to be at the same height as the upper surface of the door body 12.

前記開口を形成した蓋16cとしては、鋼製、鋳鉄製、アルミニウム製、ステンレス製、FRP(繊維強化プラスチック)製の何れかのグレーチングやパンチングメタル等が採用される。このうち、グレーチングの格子形状は、正方形、長方形の何れでも良い。また、パンチングメタルの孔形状は、円形、正方形、長方形、三角形、ひし形、六角形、長円形、十文字形等、何れでも良い。   As the lid 16c having the opening, any of grating, punching metal, or the like made of steel, cast iron, aluminum, stainless steel, or FRP (fiber reinforced plastic) is employed. Of these, the grating shape of the grating may be either square or rectangular. The hole shape of the punching metal may be any of a circle, a square, a rectangle, a triangle, a rhombus, a hexagon, an oval, a cross shape, and the like.

前記構成の浮力調整機能付先端浮体ブロック16は、降雨による雨水を蓋16cに設けた開口から集水して取水槽16bに溜めることで、浮力を減少させて浮力調整機能付先端浮体ブロック16の浮上を抑制する。なお、蓋16cを取外し可能にしておけば、取水槽16bに溜まったごみを清掃することが可能であり、メンテナンス性が確保される。   The tip floating body block 16 with the buoyancy adjustment function having the above-described configuration collects rainwater due to rain from an opening provided in the lid 16c and collects it in the water intake tank 16b, thereby reducing the buoyancy and reducing the buoyancy adjustment function tip floating body block 16 with the buoyancy adjustment function. Suppresses ascent. If the lid 16c can be removed, the dust collected in the water intake tank 16b can be cleaned, and maintainability is ensured.

また、前記取水槽16bの先端部には、倒伏時に降雨で溜まった雨水の残留を防ぐための排水装置17が設けられている。この排水装置17は、前記作用を奏するものであれば、その構成は問わないが、例えば図2(c)に示すような片ヒンジ型、(d)に示すような逆止弁型、(e)に示すような捩りばね付き片ヒンジ型等の構成を採用すれば良い。   In addition, a drainage device 17 is provided at the tip of the water intake tank 16b to prevent the rainwater remaining due to rainfall during the fall. The drainage device 17 may have any configuration as long as it exhibits the above-described action. For example, a single hinge type as shown in FIG. 2C, a check valve type as shown in FIG. The configuration of a single hinge type with a torsion spring as shown in FIG.

このうち、片ヒンジ型の排水装置17は、図3(a)に示すように、前記取水槽16bの先端壁面16baに設けた排水口16bcの、倒伏状態の上面側に止水板17aの上部を回転自在に取り付けたものである。そして、この止水板17aの下面側を前記取水槽16bの下部壁面16bbの先端に当接するようにしている。   Among these, as shown in FIG. 3 (a), the single hinge type drainage device 17 has an upper portion of the water stop plate 17a on the upper surface side of the drainage port 16bc provided in the tip wall surface 16ba of the water intake tank 16b. Is attached rotatably. And the lower surface side of this water stop plate 17a is made to contact | abut to the front-end | tip of lower wall surface 16bb of the said water intake tank 16b.

このような片ヒンジ型の排水装置17を設置した場合、図3(b)に示すように、取水槽16bの水位が外部の水位よりも低い場合は、外部からの水圧により、止水板17aが取水槽16bの下部壁面16bbの先端に押付けられて排水口16bcを塞ぎ、外部からの水wの侵入を防ぐ。   When such a one-hinge type drainage device 17 is installed, as shown in FIG. 3B, when the water level of the water intake tank 16b is lower than the external water level, the water stop plate 17a is caused by the external water pressure. Is pressed against the tip of the lower wall surface 16bb of the water intake tank 16b to close the drain port 16bc and prevent the entry of water w from the outside.

一方、降雨により取水槽16bに水が溜まり、外部の水位より取水槽16bの水位が高くなると、図3(c)に示すように、取水槽16bの内側からの水圧により止水板17aが押されて、排水口16bcから外部に水wを排出する。   On the other hand, when water accumulates in the intake tank 16b due to rain and the water level of the intake tank 16b becomes higher than the external water level, the water stop plate 17a is pushed by the water pressure from the inside of the intake tank 16b as shown in FIG. Then, the water w is discharged to the outside from the drain port 16bc.

取水槽16bに水が溜まった状態で、降雨時に洪水或いは津波が襲来した場合は、水流や前述の水位差によって取水槽16bの下部壁面16bbの先端に止水板17aが押し付けられるので、排水口16bcから取水槽16bに水が浸入することはない(図3(b)参照)。   In the state where water has accumulated in the intake tank 16b, when a flood or tsunami strikes during rainfall, the water stop plate 17a is pressed against the tip of the lower wall surface 16bb of the intake tank 16b due to the water flow or the above-described water level difference. Water does not enter the water intake tank 16b from 16bc (see FIG. 3B).

また、洪水或いは津波の襲来によって浮力調整機能付先端浮体ブロック16が起立すると、図3(d)に示すように、蓋16cの開口から水wがこぼれるように排出されるので、水wの侵入による重量増を低減し、起立動作の遅れが改善される。   Further, when the tip floating body block 16 with the buoyancy adjustment function rises due to the invasion of flood or tsunami, as shown in FIG. 3 (d), the water w is discharged from the opening of the lid 16c so that the water w enters. The increase in weight due to the movement is reduced, and the delay in standing motion is improved.

次に、逆止弁型の排水装置17は、図4(a)に示すように、倒伏状態の前記浮力調整機能付先端浮体ブロック16における取水槽16bの下部壁面16bbの先端側に設けた排水口16bcにおける取水槽16bの内部側に逆止弁17bを取り付けたものである。この逆止弁17bは、截頭円錐形の弁体17baと、この弁体17baを排水口16bcに押付ける引張りコイルばね17bbとから構成され、取水槽16bの外部から内部に向けた水wの通過のみを許容するようにしている。   Next, as shown in FIG. 4A, the check valve type drainage device 17 is a drainage provided on the tip side of the lower wall surface 16bb of the water intake tank 16b in the tip floating body block 16 with the buoyancy adjustment function in the lying state. A check valve 17b is attached to the inside of the intake tank 16b at the port 16bc. The check valve 17b includes a frustoconical valve body 17ba and a tension coil spring 17bb that presses the valve body 17ba against the drain port 16bc. The check valve 17b is configured to supply water w from the outside to the inside of the intake tank 16b. Only passage is allowed.

一方、扉体12を格納する格納部rの、浮力調整機能付先端浮体ブロック16が倒伏状態にある場合の前記逆止弁17bと相対する位置に押し部材17cを設置している。そして、浮力調整機能付先端浮体ブロック16が倒伏している場合には、この押し部材17cが前記逆止弁17bを取水槽16bの内部に押し込むことで、図4(b)に示すように、排水口16bcが開いた状態を維持している。   On the other hand, the push member 17c is installed in the storage part r which stores the door body 12 at a position facing the check valve 17b when the tip floating body block 16 with a buoyancy adjustment function is in a lying state. And when the tip floating body block 16 with a buoyancy adjustment function is lying down, this pushing member 17c pushes the check valve 17b into the water tank 16b, as shown in FIG. The state where the drain port 16bc is opened is maintained.

このような逆止弁型の排水装置17を設置した場合、倒伏時に取水槽16bの内部と外部で水位差がある場合は、排水口16bcを通じて水wが出入りし、図4(b)に示すように、内外の水位が等しくなるように動作して浮力を低減する。   When such a check valve type drainage device 17 is installed, if there is a difference in water level between the inside and outside of the water intake tank 16b when lying down, the water w enters and exits through the drainage port 16bc, as shown in FIG. As described above, the buoyancy is reduced by operating so that the water levels inside and outside are equal.

また、洪水或いは津波の襲来した場合は、浮力調整機能付先端浮体ブロック16が起立することで、押し部材17cが弁体17baから離れ、引張りコイルばね17bbにより弁体17baが下部壁面16bbに押付けられて排水口16bcを塞ぎ、排水口16bcからの水wの侵入を防ぐ。   When a flood or tsunami strikes, the tip floating body block 16 with a buoyancy adjustment function rises, so that the push member 17c is separated from the valve body 17ba, and the valve body 17ba is pressed against the lower wall surface 16bb by the tension coil spring 17bb. Thus, the drain port 16bc is closed to prevent the water w from entering from the drain port 16bc.

また、取水槽16bに水wが溜まっている場合には、図4(c)に示すように、浮力調整機能付先端浮体ブロック16の起立動作と共に蓋16cの開口から水wがこぼれるように排出されるので、水wの侵入による重量増を低減し、起立動作の遅れが改善される。   In addition, when water w is accumulated in the water intake tank 16b, as shown in FIG. 4C, the water w is discharged so as to spill out from the opening of the lid 16c as the tip floating body block 16 with buoyancy adjustment function rises. Therefore, the weight increase due to the penetration of the water w is reduced, and the delay in the standing operation is improved.

次に、捩りばね付片ヒンジ型の排水装置17は、図5(a)に示すように、倒伏状態の前記浮力調整機能付先端浮体ブロック16における取水槽16bの下部壁面16bbの先端側に設けた排水口16bc部における取水槽16bの内部に、先端側を回転が自在なように止水板17dを取り付けて前記排水口16bcを塞ぐようにしたものである。この止水板17dは、捩りばね17eによって、常時、取水槽16bの下部壁面16bbに押付けられている。   Next, as shown in FIG. 5A, the single-hinge drainage device 17 with a torsion spring is provided on the distal end side of the lower wall surface 16bb of the intake tank 16b in the tip floating body block 16 with the buoyancy adjustment function in the lying state. A water stop plate 17d is attached to the inside of the water intake tank 16b at the drain port 16bc so as to freely rotate the front end side, thereby closing the drain port 16bc. The water stop plate 17d is always pressed against the lower wall surface 16bb of the water intake tank 16b by a torsion spring 17e.

一方、扉体12を格納する格納部rの、浮力調整機能付先端浮体ブロック16が倒伏状態にある場合の前記止水板17dと相対する位置に押し部材17cを設置している。そして、浮力調整機能付先端浮体ブロック16が倒伏している場合には、この押し部材17cが前記止水板17dを取水槽16bの内部に押し込むことで、図5(b)に示すように、排水口16bcが開いた状態を維持している。   On the other hand, the push member 17c is installed in the storage part r which stores the door body 12 at a position facing the water stop plate 17d when the tip floating body block 16 with a buoyancy adjustment function is in a lying state. And when the tip floating body block 16 with a buoyancy adjustment function is lying down, this pushing member 17c pushes the water stop plate 17d into the water tank 16b, as shown in FIG. The state where the drain port 16bc is opened is maintained.

このような捩りばね付き片ヒンジ型の排水装置17を設置した場合、倒伏時に取水槽16bの内部と外部で水位差がある場合は、逆止弁型の排水装置17の場合と同様、排水口16bcを通じて水wが出入りし、図5(b)に示すように、内外の水位が等しくなるように動作して浮力を低減する。   When such a single-hinged drainage device 17 with a torsion spring is installed, if there is a water level difference between the inside and the outside of the water intake tank 16b when lying down, the drainage port is the same as in the case of the check valve type drainage device 17. The water w enters and exits through 16bc, and as shown in FIG. 5B, the buoyancy is reduced by operating so that the water levels inside and outside are equal.

また、洪水或いは津波の襲来した場合は、浮力調整機能付先端浮体ブロック16が起立することで、押し部材17cが止水板17dから離れ、捩りばね17eにより止水板17dが下部壁面16bbに押付けられて排水口16bcを塞ぎ、排水口16bcからの水wの侵入を防ぐ。   When a flood or tsunami strikes, the tip floating body block 16 with a buoyancy adjustment function rises, so that the push member 17c is separated from the water stop plate 17d, and the water stop plate 17d is pressed against the lower wall surface 16bb by the torsion spring 17e. As a result, the drain port 16bc is blocked, and the intrusion of the water w from the drain port 16bc is prevented.

また、取水槽16bに水が溜まっている場合には、図5(c)に示すように、浮力調整機能付先端浮体ブロック16の起立動作と共に蓋16cの開口から水wがこぼれるように排出されるので、水wの侵入による重量増を低減し、起立動作の遅れが改善される。   Further, when water is accumulated in the water intake tank 16b, as shown in FIG. 5 (c), water w is discharged from the opening of the lid 16c so as to spill with the standing operation of the tip floating body block 16 with buoyancy adjustment function. Therefore, the weight increase due to the penetration of the water w is reduced, and the delay in the standing operation is improved.

上記構成の本発明の浮体連結式フラップゲート11では、先端側の扉体ブロック12aの浮力調整機能付先端浮体ブロック16を設置した範囲では、豪雨等の軽度の浸水は取水槽16b内に取り込んで浮上量が小さくなる。従って、図6に示すように、人や車両は、浮力調整機能付先端浮体ブロック16を設置した範囲を支障なく通行することができる。   In the floating-coupled flap gate 11 of the present invention configured as described above, light inundation such as heavy rain is taken into the intake tank 16b within the range where the front-end floating body block 16 with a buoyancy adjustment function of the front-end door block 12a is installed. The flying height is reduced. Therefore, as shown in FIG. 6, a person or a vehicle can pass through the range where the tip floating body block 16 with a buoyancy adjustment function is installed without hindrance.

一方、津波襲来時や洪水等の重度の浸水が発生した場合は、浮力調整機能付先端浮体ブロック16の起立により、取水槽16bの内部に溜まった水wは蓋1cの開口から排水されて浮力が回復するので、起立動作の遅れが防止でき、防災設備としての信頼性を確保できる。   On the other hand, when a heavy flood such as a tsunami strikes or flood occurs, the water w accumulated in the water intake tank 16b is drained from the opening of the lid 1c by the standing floating body block 16 with buoyancy adjustment function, and the buoyancy is increased. Therefore, it is possible to prevent a delay in standing operation and to secure reliability as a disaster prevention facility.

本発明は、前記の例に限るものではなく、各請求項に記載の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、前記取水槽16bは、図2(a)に示す例では、中央部の先端側から底部側まで形成されたものを示しているが、図7(a)に示すように中央部の先端側だけに形成しても良い。また、図7(b)に示すように、先端側の幅全域に形成しても良い。また、図7(c)に示すように、取水槽16bと浮力室16aを幅方向に交互に配置しても良い。   For example, in the example shown in FIG. 2A, the water intake tank 16b is formed from the front end side to the bottom side of the central portion, but as shown in FIG. 7A, the front end of the central portion is shown. You may form only in the side. Further, as shown in FIG. 7B, it may be formed over the entire width on the tip side. Moreover, as shown in FIG.7 (c), you may arrange | position the water intake tank 16b and the buoyancy chamber 16a alternately in the width direction.

また、図2(a)に示す例では、取水槽16bの内部は空洞のものを示しているが、図8に示すように、反先端側に、倒伏状態の上面から先端に向かって下り勾配の傾斜部16bdを設けても良い。この場合、浮力調整機能付先端浮体ブロック16の起立時における取水槽16bの内部に溜まった水wの蓋1cの開口からの排水を素早く行うことができる。また、取水槽16bの反先端側に砂泥が溜まらないようになる。   Further, in the example shown in FIG. 2A, the inside of the water intake tank 16b shows a hollow one, but as shown in FIG. An inclined portion 16bd may be provided. In this case, drainage from the opening of the lid 1c of the water w accumulated in the water intake tank 16b when the tip floating body block 16 with a buoyancy adjustment function is raised can be performed quickly. Further, sand mud does not accumulate on the opposite end side of the water intake tank 16b.

また、図1に示した例では、幅方向に配置した9個の扉体12のうち中央の3個の扉体12に浮力調整機能付先端浮体ブロック16を設置したものを示したが、両側に配置してもまた片側に配置しても良い。   Further, in the example shown in FIG. 1, the nine floating bodies 12 arranged in the width direction are provided with the front floating body block 16 with a buoyancy adjustment function installed in the three central door bodies 12. Or may be arranged on one side.

また、適用する浮体連結式フラップゲート11の扉体12は2分割に限らず、3分割されたものでも良く、扉体間の連結はチェーンやワイヤで行っても良い。   Moreover, the door body 12 of the floating body connection type flap gate 11 to be applied is not limited to being divided into two parts, but may be divided into three parts, and the connection between the door bodies may be performed by a chain or a wire.

11 浮体連結式フラップゲート
12 扉体
12a 先端側の扉体ブロック
12b 基端側の扉体ブロック
13a,13b 回転部
16 浮力調整機能付扉体ブロック
16a 浮力室
16b 取水槽
16bc 排水口
16bd 傾斜部
16c 蓋
17 排水装置
17a,17d 止水板
17b 逆止弁
17c 押し部材
17e 捩りばね
DESCRIPTION OF SYMBOLS 11 Floating body connection type flap gate 12 Door body 12a Front end side door body block 12b Base end side door body block 13a, 13b Rotating portion 16 Door block with buoyancy adjustment function 16a Buoyancy chamber 16b Water intake tank 16bc Drain port 16bd Inclined portion 16c Lid 17 Drainage device 17a, 17d Water stop plate 17b Check valve 17c Push member 17e Torsion spring

Claims (5)

開口部或いは出入口に設置され、水が流入する前記開口部或いは前記出入口を遮断すべく、高さ方向に分割した複数の扉体ブロックを、前記流入する水の方向に高さ方向の平面内で回転可能に連結した扉体の、高さ方向の先端側の扉体ブロックのみが前記流入する水と反対方向にも所定角度だけ回転可能に構成した浮体連結式フラップゲートであって、
前記先端側の扉体ブロックの人及び車両が通過できる範囲に、内部に浮力室と取水槽を設けた浮力調整機能付先端浮体ブロックを設置し、
前記取水槽は、浮力調整機能付先端浮体ブロックが倒伏状態にある場合の上面に、雨水或いは前記流入した水を取り込む開口を形成した蓋が設けられていると共に、先端部には排水装置が設けられていることを特徴とする浮体連結式フラップゲート。
A plurality of door blocks, which are installed at the opening or the entrance and are divided in the height direction so as to block the opening or the entrance through which the water flows, are arranged in a plane in the height direction in the direction of the flowing water. Floating body connected flap gates configured such that only the door block on the front end side in the height direction of the door body rotatably connected is rotatable by a predetermined angle in the direction opposite to the inflowing water,
In the range where the person and vehicle of the door block on the tip side can pass, a tip floating body block with a buoyancy adjustment function provided with a buoyancy chamber and a water intake tank inside is installed,
The water intake tank is provided with a lid formed with an opening for taking in rainwater or the inflowed water on the upper surface when the tip floating body block with a buoyancy adjustment function is in a lying state, and a drainage device is provided at the tip. Floating body connected flap gate characterized by being.
前記浮力調整機能付先端浮体ブロックの取水槽における反先端側に、倒伏状態の上面から先端に向かって下り勾配の傾斜部を設けたことを特徴とする請求項1に記載の浮体連結式フラップゲート。   The floating body-connected flap gate according to claim 1, wherein an inclined portion having a downward slope from the upper surface in a lying state toward the tip is provided on the opposite end side of the water intake tank of the tip floating body block with buoyancy adjustment function. . 前記排水装置は、
前記取水槽の先端壁面に設けた排水口の、倒伏状態の上面側に止水板の上部を回転自在に取り付け、当該止水板の下面側を前記取水槽の下部壁面の先端に当接するようにしたものであることを特徴とする請求項1又は2に記載の浮体連結式フラップゲート。
The drainage device
The upper part of the water stop plate is rotatably attached to the upper surface of the drainage port provided on the front end wall surface of the water intake tank so that the lower surface side of the water stop plate contacts the front end of the lower wall surface of the water intake tank. The floating body-connected flap gate according to claim 1 or 2, wherein the floating gate is a floating gate.
前記排水装置は、
前記取水槽の外部から内部に向けた水の通過のみを許容すべく、倒伏状態の前記浮力調整機能付先端浮体ブロックにおける取水槽の下部壁面の先端側に設けた排水口部における前記取水槽の内部に取り付けられた逆止弁と、
扉体を格納する格納部の、前記浮力調整機能付先端浮体ブロックが倒伏状態にある場合の前記逆止弁と相対する位置に設置され、前記浮力調整機能付先端浮体ブロックの倒伏時、前記逆止弁を前記取水槽内に押し込む押し部材と、からなるものであることを特徴とする請求項1又は2に記載の浮体連結式フラップゲート。
The drainage device
In order to allow only the passage of water from the outside to the inside of the water intake tank, the water intake tank in the drain outlet provided on the tip side of the lower wall surface of the water intake tank in the tip floating body block with the buoyancy adjustment function in the lying state A check valve mounted inside,
The storage unit for storing the door body is installed at a position facing the check valve when the tip floating body block with buoyancy adjustment function is in a lying state, and when the tip floating body block with buoyancy adjustment function falls, the reverse The floating body-connected flap gate according to claim 1 or 2, comprising a pushing member that pushes a stop valve into the water intake tank.
前記排水装置は、
倒伏状態の浮力調整機能付先端浮体ブロックにおける取水槽の下部壁面の先端側に設けた排水口部における前記取水槽の内部に、前記排水口を塞ぐべく、先端側を回転自在に取り付けられた止水板と、
この止水板を常時取水槽の下部壁面に押付ける捩りばねと、
扉体を格納する格納部の、浮力調整機能付先端浮体ブロックが倒伏状態にある場合の前記止水板と相対する位置に設置され、浮力調整機能付先端浮体ブロックの倒伏時、前記止水板を前記取水槽内に押し込む押し部材と、からなるものであることを特徴とする請求項1又は2に記載の浮体連結式フラップゲート。
The drainage device
In the suspended floating block with a buoyancy adjustment function in a lying state, a stop attached to the tip side of the water intake tank at the tip side of the lower wall surface of the water intake tank is rotatably attached to the inside of the water intake tank. A water plate,
A torsion spring that constantly presses the water stop plate against the lower wall surface of the water intake tank;
When the front floating block with a buoyancy adjustment function falls, the water blocking plate is installed at a position opposite to the water stop plate when the front floating block with a buoyancy adjustment function is in a lying state in the storage section for storing the door body. A floating member-connected flap gate according to claim 1 or 2, comprising a pushing member that pushes the water into the water intake tank.
JP2011036185A 2011-02-22 2011-02-22 Floating body connection type flap gate Withdrawn JP2012172423A (en)

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JP2014070414A (en) * 2012-09-28 2014-04-21 Hitachi Zosen Corp Door body structure of floating body type flap gate
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014070414A (en) * 2012-09-28 2014-04-21 Hitachi Zosen Corp Door body structure of floating body type flap gate
CN103225289A (en) * 2013-05-07 2013-07-31 苏州正欣泰自动化系统有限公司 Dam face system of hydraulic moving dam
CN104264632A (en) * 2014-04-08 2015-01-07 安徽池州百川液压坝科技有限公司 Dam face structure of water retaining dam
CN104278659A (en) * 2014-04-08 2015-01-14 安徽池州百川液压坝科技有限公司 Dam face of retaining dam
JP2016108857A (en) * 2014-12-08 2016-06-20 株式会社三恵工作所 Impervious device
JP2016138367A (en) * 2015-01-26 2016-08-04 隆美 角田 Land lock
JP2016204972A (en) * 2015-04-22 2016-12-08 株式会社富士精工本社 Waterproof door device
CN106087899A (en) * 2016-08-10 2016-11-09 河南省水利勘测设计研究有限公司 Aperture width scalable float type maintenance steel-slag sand
CN106087899B (en) * 2016-08-10 2018-02-27 河南省水利勘测设计研究有限公司 Aperture width can adjust float type maintenance steel-slag sand
CN106906798A (en) * 2017-03-09 2017-06-30 黄安伦 Automatic discharge sluice gate ballast water case
JP2019206913A (en) * 2019-09-02 2019-12-05 タキロンシーアイ株式会社 Water stop arrangement
JP2022026064A (en) * 2020-07-30 2022-02-10 株式会社丸島アクアシステム Swing-type tide embankment

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