JP2013189831A - Floating body type flap gate - Google Patents

Floating body type flap gate Download PDF

Info

Publication number
JP2013189831A
JP2013189831A JP2012058579A JP2012058579A JP2013189831A JP 2013189831 A JP2013189831 A JP 2013189831A JP 2012058579 A JP2012058579 A JP 2012058579A JP 2012058579 A JP2012058579 A JP 2012058579A JP 2013189831 A JP2013189831 A JP 2013189831A
Authority
JP
Japan
Prior art keywords
rod
door body
end side
cylindrical case
flap gate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2012058579A
Other languages
Japanese (ja)
Other versions
JP5873743B2 (en
Inventor
Noboru Itagaki
暢 板垣
Toshiaki Morii
俊明 森井
Kyoichi Nakaho
京一 仲保
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP2012058579A priority Critical patent/JP5873743B2/en
Publication of JP2013189831A publication Critical patent/JP2013189831A/en
Application granted granted Critical
Publication of JP5873743B2 publication Critical patent/JP5873743B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Barrages (AREA)
  • Special Wing (AREA)

Abstract

PROBLEM TO BE SOLVED: To suppress shaking when erection is performed and to improve water level followability when bringing-down is started.SOLUTION: A floating body type flap gate 1 is installed at an opening of a breakwater and is configured such that a distal end side 2b of a door body 2 can be erected and swung with a rotary shaft 2aa on a proximal end side 2a as a fulcrum within a plane in a height direction to the direction of water that is flowing in. To a distal end part of a rod 5a, a cylindrical case 5b is fitted freely movably along the rod 5a. Between the cylindrical case 5b and the rod 5a, a compression spring 5c which normally presses the cylindrical case 5b to the proximal end side 5ab of the rod 5a is interposed. Of a tension rod 5 configured to adjust the initial compression force of the compression spring 5c by a set piece 5d freely movable inside the cylindrical case 5b attached to the distal end of the rod 5a, the cylindrical case 5b is freely rotatably attached to the door body 2, and the proximal end side 5ab of the rod 5a is installed so as to freely approach and move to the proximal end side 2a of the door body 2 as the door body 2 is erected and swung. Impact force generated when erection is completed and an impact to the door body and a storage part of the door body are mitigated.

Description

本発明は、例えば防波堤の開口部に設置され、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、扉体を起立させて前記開口部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 relates to a floating flap gate that is installed at, for example, an opening of a breakwater and raises a door to block the opening so that the increased water does not flow into a living space or underground space when the water increases. is there.

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による浮力を利用して扉体を起立させ、例えば防波堤の開口部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）。   In order to prevent the increased water from flowing into the living space and underground space when the water increases, there is a floating flap gate that raises the door body using the buoyancy of the water that is going to flow in, for example, blocking the opening of the breakwater ( For example, 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、水位が一定の高さに到達した後に一気に起立するので、扉体の動揺が大きく危険性が高い。反対に、倒伏時、扉体は、扉体１の１／３程度の高さの水位までは起立状態を維持し、その後急激に倒伏するので、扉体や扉体の格納部に対する衝撃が大きく、危険性が高い。   However, since the floating flap gate disclosed in Patent Document 1 stands up at a stretch after the water level reaches a certain height, the swing of the door body is large and the risk is high. On the other hand, when lying down, the door body stands up to a water level that is about 1/3 the height of the door body 1 and then falls down suddenly, so there is a large impact on the door body and the storage part of the door body. High risk.

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、従来の浮体式フラップゲートは、水位が一定の高さに到達した後に一気に起立するので、扉体の動揺が大きく危険性が高いという点である。また、倒伏時は、扉体１の１／３程度の高さの水位までは起立状態を維持し、その後急激に倒伏するので、扉体や扉体の格納部に対する衝撃が大きく、危険性が高いという点である。   The problem to be solved by the present invention is that the conventional floating-type flap gate stands up at a stretch after the water level reaches a certain height, so that the swinging of the door body is large and the risk is high. Also, when lying down, it will stand up to a water level that is about 1/3 the height of the door body 1 and then suddenly fall down, so the impact on the door body and the storage part of the door body is great, and there is a danger. It is expensive.

本発明は、起立時における扉体の動揺を抑制するのと共に倒伏開始時における水位追従性を向上できるようにすることを目的としてなされたものである。   The present invention has been made for the purpose of suppressing the shaking of the door body at the time of standing and improving the water level followability at the start of lodging.

本発明の浮体式フラップゲートは、
例えば、
防波堤の開口部或いは出入口に設置され、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扉体の先端側が基端側の回転軸を支点として起立揺動可能に構成した浮体式フラップゲートであって、
ロッドの先端部にロッドに沿う所定量の移動が自在なように円筒状ケースを嵌め、この円筒状ケースとロッド間に、常時は円筒状ケースをロッドの基端側に押付けるように付勢する圧縮ばねを介在させ、この圧縮ばねの初期圧縮力を、ロッドの先端に取り付けた、円筒状ケース内を移動自在なセットピースで調整すべく構成したテンションロッド装置の、前記円筒状ケースを前記扉体に回転自在に取り付け、前記ロッドの基端側は扉体の起立揺動に伴い路面に沿って扉体の基端側に接近移動自在に設置し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
For example,
Installed at the opening or entrance of the breakwater, when water flows in, the front end side of the door body is the base end side in the plane of the height direction in the direction of the inflowing water to block the opening or the entrance. A floating flap gate configured to be able to stand up and swing around a rotating shaft,
A cylindrical case is fitted to the tip of the rod so that a predetermined amount of movement along the rod is possible, and the cylindrical case is normally urged between the cylindrical case and the rod so as to press against the proximal end of the rod. The cylindrical case of the tension rod device configured to adjust the initial compression force of the compression spring with a set piece that is attached to the tip of the rod and is movable in the cylindrical case The most important feature is that the base end side of the rod is installed on the door body so as to be freely movable along the road surface along the road surface.

上記構成の本発明では、起立時は、所定の起立角度を超えると、圧縮ばねが初期状態より圧縮されて円筒状ケースがロッドの先端側に移動し、テンションロッド装置の両支点間の距離が長くなるので、前記圧縮により生じたばね力が扉体の倒伏方向に作用する。   In the present invention with the above configuration, when standing, when the predetermined standing angle is exceeded, the compression spring is compressed from the initial state, the cylindrical case moves to the tip end side of the rod, and the distance between the two fulcrums of the tension rod device is increased. Since it becomes long, the spring force produced by the said compression acts on the fall direction of a door body.

また、起立完了状態の扉体には圧縮ばねの圧縮により生じたばね力が扉体の倒伏方向に作用しているので、倒伏開始時は、水位に追従した倒伏動作が可能になる。   In addition, since the spring force generated by the compression of the compression spring acts on the door body in the standing-up completed state, it is possible to perform a lodging operation following the water level at the start of the lodging.

本発明では、所定の起立角度を超えると、圧縮ばねを初期状態より圧縮して円筒状ケースがロッドの先端側に移動し、テンションロッド装置の両支点間の距離が長くなる。従って、圧縮により生じたばね力が扉体を倒伏する方向に作用し、起立完了時に発生する衝撃力が緩和される。   In the present invention, when the predetermined standing angle is exceeded, the compression spring is compressed from the initial state, the cylindrical case moves to the tip end side of the rod, and the distance between both fulcrums of the tension rod device becomes long. Therefore, the spring force generated by the compression acts in the direction of lying down the door body, and the impact force generated when the standing is completed is alleviated.

また、起立完了状態の扉体には圧縮ばねの圧縮により生じたばね力が作用して扉体を倒伏方向に引っ張っているので、倒伏開始時は、水位に追従した倒伏動作が可能になって、急激に倒伏することがなくなる。従って、扉体や扉体の格納部に対する衝撃が緩和される。   In addition, since the spring force generated by compression of the compression spring acts on the door body in the standing-up completion state and pulls the door body in the lying down direction, at the start of falling down, it is possible to perform a falling action following the water level, There is no sudden surrender. Accordingly, the impact on the door body and the storage portion of the door body is reduced.

倒伏状態にある第１の本発明の浮体式フラップゲートを側面から見た概略構成図である。It is the schematic block diagram which looked at the floating-type flap gate of the 1st this invention in a lying state from the side surface. 起立途中（扉体傾斜角度が６０°）の第１の本発明の浮体式フラップゲートを側面から見た概略構成図である。It is the schematic block diagram which looked at the floating type flap gate of 1st this invention in the middle of standing (a door body inclination angle is 60 degrees) from the side surface. 起立完了時（扉体傾斜角度が７５°）の第１の本発明の浮体式フラップゲートを側面から見た概略構成図である。It is the schematic block diagram which looked at the floating-type flap gate of 1st this invention at the time of completion of standing up (a door body inclination angle is 75 degrees) from the side surface. 初期圧縮力の付与時（扉体傾斜角度が０〜６０°）の圧縮ばねの状態を示した図である。It is the figure which showed the state of the compression spring at the time of provision of initial compression force (a door body inclination angle is 0-60 degrees). 起立完了時の圧縮ばねの状態を示した図である。It is the figure which showed the state of the compression spring at the time of completion of standing-up. 第２の本発明の浮体式フラップゲートにおける図１と同様の図である。It is a figure similar to FIG. 1 in the floating-type flap gate of 2nd this invention. 第２の本発明の浮体式フラップゲートにおける図２と同様の図である。It is a figure similar to FIG. 2 in the floating type flap gate of 2nd this invention. 第２の本発明の浮体式フラップゲートにおける図３と同様の図である。It is a figure similar to FIG. 3 in the floating-type flap gate of 2nd this invention.

本発明は、起立時の扉体の動揺抑制と倒伏開始時の水位追従性を向上するという目的を、扉体と路面間を、ロッドと、その先端部にロッドに沿う移動自在に嵌めた円筒状ケースの間に介在させた圧縮ばねの初期圧縮力を、円筒状ケース内を移動自在なセットピースで調整可能としたテンションロッド装置で繋ぐことで実現した。   The purpose of the present invention is to provide a rod between the door body and the road surface, and a cylinder that is movably fitted along the rod between the door body and the road surface for the purpose of suppressing the swinging of the door body at the time of standing up and improving the water level followability at the start of lodging. It was realized by connecting the initial compression force of the compression spring interposed between the cylindrical cases with a tension rod device that can be adjusted with a movable set piece in the cylindrical case.

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。
（第１の本発明の浮体式フラップゲート：図１〜図３） Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS.
(First Floating Flap Gate of the Present Invention: FIGS. 1 to 3)

図１〜図３において、１は例えば防波堤の、開口部の路面rsに設置される第１の本発明の浮体式フラップゲートである。この浮体式フラップゲート１は、海洋（或いは河川）から生活空間や地下空間等の後背域に水wが流入しようとする際、流入する水wの水圧を利用して、基端側２ａの回転軸２ａａを支点として扉体２の先端側２ｂを起立揺動させて開口部を水密状態に遮断するものである。なお、図１〜図３では、扉体２の前記回転軸２ａａは路面rsに設けた扉体受座３に取り付けられたものを示している。   1 to 3, reference numeral 1 denotes a floating flap gate according to the first aspect of the present invention installed on a road surface rs of an opening of a breakwater, for example. The floating flap gate 1 rotates on the proximal side 2a using the water pressure of the flowing water w when the water w tries to flow from the ocean (or river) into the back space such as living space or underground space. With the shaft 2aa as a fulcrum, the front end side 2b of the door body 2 is swung upright to block the opening in a watertight state. 1 to 3, the rotation shaft 2aa of the door body 2 is attached to the door body seat 3 provided on the road surface rs.

この浮体式フラップゲート１を構成する扉体２は、図１〜図３では、上部扉体２Ａと下部扉体２Ｂで形成され、上部扉体２Ａは下部扉体２Ｂとの連結点２Ｃを支点として下部扉体２Ｂに対して所定角度だけさらに起立方向に回動できる構成のものを示している。   In FIG. 1 to FIG. 3, the door body 2 constituting the floating flap gate 1 is formed by an upper door body 2A and a lower door body 2B, and the upper door body 2A is a fulcrum at a connection point 2C with the lower door body 2B. The thing of the structure which can be further rotated in a standing direction only a predetermined angle with respect to the lower door body 2B is shown.

また、この扉体２は、遮断する開口部の幅が広い場合は、複数の扉体２を開口部の幅方向に連結した構成とされ、各扉体２の間は扉間水密ゴムによって連結されている。また、両側の扉体２の、防波堤の開口部に設けた戸当りと相対する側には水密ゴムが設けられている。   In addition, when the width of the opening to be blocked is wide, the door 2 is configured such that a plurality of doors 2 are connected in the width direction of the opening, and the doors 2 are connected by a watertight rubber between the doors. Has been. Moreover, watertight rubber is provided on the side of the door body 2 on both sides opposite to the door stop provided in the opening of the breakwater.

第１の本発明の浮体式フラップゲート１は、前記扉体２（下部扉体２Ｂ）の側面に先端側を回転自在に取り付け、基端側は扉体２の起立揺動に伴い路面rsに設けたレール４に沿って扉体２の基端側２ａに接近移動が自在なように、テンションロッド装置５を設置した構成である。   The floating flap gate 1 of the first aspect of the present invention is rotatably attached to the side surface of the door body 2 (lower door body 2B), and the base end side is set on the road surface rs as the door body 2 is erected and swung. In this configuration, the tension rod device 5 is installed so that it can be moved close to the proximal end 2a of the door body 2 along the provided rail 4.

このテンションロッド装置５は、基端側である路面rs側に配置されるロッド５ａと、先端側である扉体２側に配置される有底の円筒状ケース５ｂと、これら円筒状ケース５ｂとロッド５ａの間に介在させる圧縮ばね５ｃと、この圧縮ばね５ｃに圧縮力を付与するセットピース５ｄを組み合わせて構成されている。   The tension rod device 5 includes a rod 5a disposed on the road surface rs side which is the base end side, a bottomed cylindrical case 5b disposed on the door body 2 side which is the distal end side, and the cylindrical case 5b. A compression spring 5c interposed between the rods 5a and a set piece 5d for applying a compression force to the compression spring 5c are combined.

すなわち、前記円筒状ケース５ｂは、ロッド５ａに沿う移動が自在なように、その底部５ｂａがロッド５ａの基端側となるようにロッド５ａの先端部に嵌められている。また、前記セットピース５ｄは、この円筒状ケース５ｂ内を移動自在な大きさとなされ、ロッド５ａの先端部に設けた雄ねじ５ａａに螺合するナット５ｅによって、ロッド５ａの先端から抜け出ないようになされている。   That is, the cylindrical case 5b is fitted to the distal end portion of the rod 5a so that the bottom portion 5ba is on the proximal end side of the rod 5a so that the cylindrical case 5b can move along the rod 5a. The set piece 5d is sized so as to be movable in the cylindrical case 5b, and is prevented from coming out of the tip of the rod 5a by a nut 5e screwed with a male screw 5aa provided at the tip of the rod 5a. ing.

そして、円筒状ケース５ｂの底部５ｂａとセットピース５ｄにより挟持される前記圧縮ばね５ｃの初期圧縮力を、ナット５ｅの前記雄ねじ５ａａへのねじ込み量によって調整し、常時は円筒状ケース５ｂをロッド５ａの基端側５ａｂに押付けた状態にしておく（図４参照）。   Then, the initial compression force of the compression spring 5c held between the bottom 5ba of the cylindrical case 5b and the set piece 5d is adjusted by the screwing amount of the nut 5e into the male screw 5aa, and the cylindrical case 5b is normally fixed to the rod 5a. In this state, it is pressed against the base end side 5ab (see FIG. 4).

上記構成の本発明の浮体式フラップゲート１では、扉体２の起立時、及び扉体２の倒伏時は、以下に説明するような作用を奏する。   In the floating type flap gate 1 of the present invention having the above-described configuration, the following effects are exhibited when the door body 2 stands and when the door body 2 falls down.

・倒伏状態時：図１、図４
扉体２が倒伏状態の場合、テンションロッド装置５のロッドの基端側５ａｂは、扉体２の基端側２ａから最も離反した位置にあり、円筒状ケース５ｂはロッド５ａの基端側５ａｂに押付けられた状態を維持している（テンションロッド装置５の支点間距離はＬmin）。 ・ When lying down: Fig. 1 and Fig. 4
When the door body 2 is lying down, the base end side 5ab of the rod of the tension rod device 5 is located farthest from the base end side 2a of the door body 2, and the cylindrical case 5b is the base end side 5ab of the rod 5a. The distance between the fulcrums of the tension rod device 5 is Lmin.

・起立動作時：図２
水ｗの流入に伴って扉体２が起立すると、扉体２の起立に伴って円筒状ケース５ｂがロッド５ａの基端側５ａｂに押付けられた状態を維持したまま、テンションロッド装置５のロッド５ａの基端側５ａｂは扉体２の基端側２ａに移動する。 -Standing operation: Fig. 2
When the door body 2 rises with the inflow of water w, the rod of the tension rod device 5 maintains the state where the cylindrical case 5b is pressed against the proximal end 5ab of the rod 5a as the door body 2 stands. The base end side 5ab of 5a moves to the base end side 2a of the door 2.

そして、円筒状ケース５ｂがロッド５ａの基端側５ａｂに押付けられた状態を維持したまま、テンションロッド装置５のロッド５ａの基端側５ａｂが最も扉体２の基端側２ａに移動した状態のときに、扉体２の起立角度θが例えば６０°となるようにしておく。この起立角度θの設定は、テンションロッド装置５の支点間距離Ｌminと、扉体２の回転軸２ａａとテンションロッド装置５の先端側における扉体２との取付位置間の距離Ｈによって決定される。   And the state where the base end side 5ab of the rod 5a of the tension rod device 5 has moved most to the base end side 2a of the door body 2 while maintaining the state where the cylindrical case 5b is pressed against the base end side 5ab of the rod 5a. At this time, the standing angle θ of the door body 2 is set to 60 °, for example. The setting of the standing angle θ is determined by the distance Lmin between the fulcrums of the tension rod device 5 and the distance H between the mounting positions of the rotation shaft 2aa of the door body 2 and the door body 2 on the distal end side of the tension rod device 5. .

図２の状態から更に水ｗが流入して扉体２が起立すると、圧縮ばね５ｃが図４の状態から圧縮されてテンションロッド装置５の支点間距離が伸び、圧縮によって発生するばね力が扉体２を倒伏する方向に作用する。従って、扉体２の起立速度が減速されて、起立完了時に発生する衝撃力を緩和する。   When water w further flows from the state of FIG. 2 and the door body 2 rises, the compression spring 5c is compressed from the state of FIG. 4 to extend the distance between the fulcrums of the tension rod device 5, and the spring force generated by the compression is applied to the door. Acts in the direction of lying down the body 2. Therefore, the rising speed of the door body 2 is reduced, and the impact force generated when the rising is completed is reduced.

・起立完了時：図３
起立完了時には、圧縮ばね５ｃが図５の状態まで圧縮されてテンションロッド装置５の支点間距離がＬmaxとなり、圧縮ばね５ｃの圧縮により生じたばね力が作用して扉体２を倒伏方向に引っ張っている。 ・ When standing up is completed: Fig. 3
When the standing up is completed, the compression spring 5c is compressed to the state shown in FIG. 5, the distance between the fulcrums of the tension rod device 5 becomes Lmax, and the spring force generated by the compression of the compression spring 5c acts to pull the door body 2 in the lying down direction. Yes.

・倒伏開始時：図３
起立完了状態からの倒伏開始時には、圧縮ばね５ｃの圧縮により生じたばね力で扉体２を倒伏方向に引っ張っているので、倒伏動作が速くなって水位に追従した倒伏が可能になる。従って、扉体２や扉体２の格納部に対する衝撃が緩和される。 ・ At the start of lodging: Fig. 3
Since the door 2 is pulled in the falling direction by the spring force generated by the compression of the compression spring 5c at the start of the falling from the standing completion state, the falling operation becomes faster and the falling following the water level becomes possible. Accordingly, the impact on the door body 2 and the storage portion of the door body 2 is reduced.

（第２の本発明の浮体式フラップゲート：図６〜図８）
この第２の本発明の浮体式フラップゲート１１は、図１〜図３で説明したテンションロッド装置５の円筒状ケース５ｂに上部ロッド１２ａの基端部１２ａａを回転自在に取り付け、その先端部１２ａｂを扉体２に回転自在に取り付けたテンションロッド装置１２としてものである。 (Floating Flap Gate of Second Invention: FIGS. 6 to 8)
The floating flap gate 11 of the second aspect of the present invention has a base end portion 12aa of an upper rod 12a rotatably attached to the cylindrical case 5b of the tension rod device 5 described with reference to FIGS. Is a tension rod device 12 that is rotatably attached to the door body 2.

この図６〜図８に示した構成のテンションロッド装置１２の場合は、図１〜図３に示した構成のテンションロッド装置５の場合のように、基端側を扉体２の起立揺動に伴い路面rsに沿って扉体２の基端側２ａに接近移動自在にする必要はなく、路面rsに回転自在に取り付ければよい。   In the case of the tension rod device 12 having the configuration shown in FIGS. 6 to 8, the door body 2 is swung upright at the base end side as in the case of the tension rod device 5 having the configuration shown in FIGS. Accordingly, it is not necessary that the base body 2a of the door body 2 can be moved toward and away from the base end 2a along the road surface rs.

上記構成の第２の本発明の浮体式フラップゲート１１では、扉体２の起立時、及び扉体２の倒伏時、テンションロッド装置１２は以下に説明するような状態となる。   In the floating flap gate 11 of the second aspect of the present invention configured as described above, the tension rod device 12 is in a state as described below when the door body 2 stands and when the door body 2 falls.

・倒伏状態時：図６
扉体２が倒伏状態の場合、テンションロッド装置１２は円筒状ケース５ｂと上部ロッド１２ａの連結点１２ｂで２つ折りになった状態となっている。 ・ When lying down: Fig. 6
When the door body 2 is in a lying state, the tension rod device 12 is folded in two at a connection point 12b between the cylindrical case 5b and the upper rod 12a.

・起立動作時：図７
水ｗの流入に伴って扉体２が起立すると、扉体２の起立に伴って、円筒状ケース５ｂがロッド５ａの基端側５ａｂに押付けられた状態を維持したまま、テンションロッド装置１１は上部ロッド１２ａが円筒状ケース５ｂとの連結点１２ｂを支点として回動する。 -Standing operation: Fig. 7
When the door body 2 rises with the inflow of water w, the tension rod device 11 maintains the state in which the cylindrical case 5b is pressed against the base end side 5ab of the rod 5a as the door body 2 stands. The upper rod 12a rotates around the connection point 12b with the cylindrical case 5b.

そして、円筒状ケース５ｂがロッド５ａの基端側５ａｂに押付けられた状態を維持したまま、テンションロッド装置１２の上部ロッド１２ａが連結点１２ｂを支点として回動してロッド５ａと一直線になったときに、扉体２の起立角度θが例えば６０°となるようにしておく。この起立角度θの設定は、テンションロッド装置１２の支点間距離Ｌminと、扉体２の回転軸２ａａとテンションロッド装置１２の先端側における扉体２との取付位置間の距離Ｈによって決定される。   Then, the upper rod 12a of the tension rod device 12 is rotated about the connecting point 12b as a fulcrum while maintaining the state where the cylindrical case 5b is pressed against the proximal end 5ab of the rod 5a, and is aligned with the rod 5a. Sometimes, the standing angle θ of the door body 2 is set to 60 °, for example. The setting of the standing angle θ is determined by the distance Lmin between the fulcrums of the tension rod device 12 and the distance H between the mounting positions of the rotation shaft 2aa of the door body 2 and the door body 2 on the distal end side of the tension rod device 12. .

図７の状態から更に水ｗが流入して扉体２が起立すると、圧縮ばね５ｃが圧縮されてテンションロッド装置１２の支点間距離が伸び、圧縮によって発生するばね力が扉体２を倒伏する方向に作用し、扉体２の起立速度が減速されて、起立完了時に発生する衝撃力を緩和することは第１の発明と同様である。   When water w further flows from the state of FIG. 7 and the door body 2 rises, the compression spring 5c is compressed, the distance between the fulcrums of the tension rod device 12 is extended, and the spring force generated by the compression overturns the door body 2. Acting in the direction, the rising speed of the door body 2 is decelerated, and the impact force generated at the completion of the rising is relieved as in the first invention.

・起立完了時及び倒伏開始時：図８
起立完了時には、圧縮ばね５ｃが最も圧縮されてテンションロッド装置１２の支点間距離がＬmaxとなり、圧縮ばね５ｃの圧縮により生じたばね力が作用して扉体２を倒伏方向に引っ張っている。そして、この起立完了状態からの倒伏開始時には、圧縮ばね５ｃの圧縮により生じたばね力で扉体２を倒伏方向に引っ張っているので、倒伏動作が速くなって水位に追従した倒伏が可能になって、扉体２や扉体２の格納部に対する衝撃が緩和される。 ・ When standing up and starting lodging: Fig. 8
When the standing up is completed, the compression spring 5c is compressed most, the distance between the fulcrums of the tension rod device 12 becomes Lmax, and the spring force generated by the compression of the compression spring 5c acts to pull the door body 2 in the lying down direction. At the start of the fall from the standing completion state, the door body 2 is pulled in the fall direction by the spring force generated by the compression of the compression spring 5c, so that the fall operation becomes faster and the fall following the water level becomes possible. The impact on the door 2 and the storage part of the door 2 is reduced.

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.

上記の例では、上部扉体２Ａと下部扉体２Ｂを高さ方向に連結した浮体連結式フラップゲートを示したが、扉体２が単一の浮体で構成された浮体式フラップゲートに適用しても良い。   In the above example, the floating body-connected flap gate in which the upper door body 2A and the lower door body 2B are connected in the height direction is shown. However, the door body 2 is applied to a floating-type flap gate composed of a single floating body. May be.

また、上記の例では、テンションロッド装置５，１２の先端側を扉体２の側面に取り付けているが、扉体２の水の流入側に取り付けても良い。但し、この場合は、路面rsにテンションロッド装置５，１２の格納部を設けておく必要がある。   In the above example, the tip ends of the tension rod devices 5 and 12 are attached to the side surface of the door body 2, but they may be attached to the water inflow side of the door body 2. However, in this case, it is necessary to provide storage portions for the tension rod devices 5 and 12 on the road surface rs.

１，１１ 浮体式フラップゲート
２ 扉体
２ａ 基端側
２ａａ 回転軸
２ｂ 先端側
５ テンションロッド装置
５ａ ロッド
５ａｂ 基端側
５ｂ 円筒状ケース
５ｃ 圧縮ばね
５ｄ セットピース
１２ テンションロッド装置
１２ａ 上部ロッド
DESCRIPTION OF SYMBOLS 1,11 Floating type flap gate 2 Door body 2a Base end side 2aa Rotating shaft 2b Front end side 5 Tension rod device 5a Rod 5ab Base end side 5b Cylindrical case 5c Compression spring 5d Set piece 12 Tension rod device 12a Upper rod

Claims (2)

防波堤の開口部或いは出入口に設置され、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扉体の先端側が基端側の回転軸を支点として起立揺動可能に構成した浮体式フラップゲートであって、
ロッドの先端部にロッドに沿う所定量の移動が自在なように円筒状ケースを嵌め、この円筒状ケースとロッド間に、常時は円筒状ケースをロッドの基端側に押付けるように付勢する圧縮ばねを介在させ、この圧縮ばねの初期圧縮力を、ロッドの先端に取り付けた、円筒状ケース内を移動自在なセットピースで調整すべく構成したテンションロッド装置の、前記円筒状ケースを前記扉体に回転自在に取り付け、前記ロッドの基端側は扉体の起立揺動に伴い路面に沿って扉体の基端側に接近移動自在に設置したことを特徴とする浮体式フラップゲート。 Installed at the opening or entrance of the breakwater, when water flows in, the front end side of the door body is the base end side in the plane of the height direction in the direction of the inflowing water to block the opening or the entrance. A floating flap gate configured to be able to stand up and swing around a rotating shaft,
A cylindrical case is fitted to the tip of the rod so that a predetermined amount of movement along the rod is possible, and the cylindrical case is normally urged between the cylindrical case and the rod so as to press against the proximal end of the rod. The cylindrical case of the tension rod device configured to adjust the initial compression force of the compression spring with a set piece that is attached to the tip of the rod and is movable in the cylindrical case A floating flap gate characterized in that it is rotatably attached to a door body, and the base end side of the rod is installed so as to be able to move closer to the base end side of the door body along the road surface as the door body rises and swings. 防波堤の開口部或いは出入口に設置され、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扉体の先端側が基端側の回転軸を支点として起立揺動可能に構成した浮体式フラップゲートであって、
ロッドの先端部にロッドに沿う所定量の移動が自在なように円筒状ケースを嵌め、この円筒状ケースとロッド間に、常時は円筒状ケースをロッドの基端側に押付けるように付勢する圧縮ばねを介在させ、この圧縮ばねの初期圧縮力を、ロッドの先端に取り付けた、円筒状ケース内を移動自在なセットピースで調整すべく構成し、前記円筒状ケースには上部ロッドの基端側を回転自在に取り付けたテンションロッド装置の、前記上部ロッドの先端側を前記扉体に、前記ロッドの基端側を路面に、それぞれ回転自在に取り付けたことを特徴とする浮体式フラップゲート。 Installed at the opening or entrance of the breakwater, when water flows in, the front end side of the door body is the base end side in the plane of the height direction in the direction of the inflowing water to block the opening or the entrance. A floating flap gate configured to be able to stand up and swing around a rotating shaft,
A cylindrical case is fitted to the tip of the rod so that a predetermined amount of movement along the rod is possible, and the cylindrical case is normally urged between the cylindrical case and the rod so as to press against the proximal end of the rod. A compression spring is interposed, and the initial compression force of the compression spring is adjusted with a set piece that is attached to the tip of the rod and is movable within the cylindrical case. A floating-type flap gate having a tension rod device rotatably attached to an end side, wherein the tip end side of the upper rod is attached to the door body and the base end side of the rod is attached to a road surface, respectively. .
JP2012058579A 2012-03-15 2012-03-15 Floating flap gate Active JP5873743B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012058579A JP5873743B2 (en) 2012-03-15 2012-03-15 Floating flap gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012058579A JP5873743B2 (en) 2012-03-15 2012-03-15 Floating flap gate

Publications (2)

Publication Number Publication Date
JP2013189831A true JP2013189831A (en) 2013-09-26
JP5873743B2 JP5873743B2 (en) 2016-03-01

Family

ID=49390352

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012058579A Active JP5873743B2 (en) 2012-03-15 2012-03-15 Floating flap gate

Country Status (1)

Country Link
JP (1) JP5873743B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452681A (en) * 2014-12-17 2015-03-25 天津大学前沿技术研究院有限公司 Hydraulic automatic-control water retaining dam with stay ropes
CN105178262A (en) * 2015-10-08 2015-12-23 山东农业大学 Connecting rod spring trail-type double-deck bi-parting spatial tilting shaft waterpower self-control gate
CN105178263A (en) * 2015-10-08 2015-12-23 山东农业大学 Magnetometric split spatial tilting shaft waterpower self-control gate
KR101982284B1 (en) * 2018-11-22 2019-05-24 주식회사 한가람산업 Operating wall for break water protection and shock wave attenuation
KR102024810B1 (en) * 2019-03-05 2019-09-24 (주)에스엔비 Water-blocking device combined path and construction method thereof
KR102276953B1 (en) 2020-12-09 2021-07-15 주식회사 한가람산업 Overpass prevention wall for shock attenuation
KR102484675B1 (en) * 2022-08-11 2023-01-04 신승태 A gate extended overpass and flood prevention wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6277223U (en) * 1985-10-31 1987-05-18
JPH11247520A (en) * 1998-03-05 1999-09-14 Kumahira Safe Co Inc Waterproof door device
JP2006097418A (en) * 2004-09-30 2006-04-13 Hitachi Zosen Corp Derricking gate
JP2010255312A (en) * 2009-04-24 2010-11-11 Hitachi Zosen Corp Roof gate type breakwater

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6277223U (en) * 1985-10-31 1987-05-18
JPH11247520A (en) * 1998-03-05 1999-09-14 Kumahira Safe Co Inc Waterproof door device
JP2006097418A (en) * 2004-09-30 2006-04-13 Hitachi Zosen Corp Derricking gate
JP2010255312A (en) * 2009-04-24 2010-11-11 Hitachi Zosen Corp Roof gate type breakwater

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452681A (en) * 2014-12-17 2015-03-25 天津大学前沿技术研究院有限公司 Hydraulic automatic-control water retaining dam with stay ropes
CN105178262A (en) * 2015-10-08 2015-12-23 山东农业大学 Connecting rod spring trail-type double-deck bi-parting spatial tilting shaft waterpower self-control gate
CN105178263A (en) * 2015-10-08 2015-12-23 山东农业大学 Magnetometric split spatial tilting shaft waterpower self-control gate
KR101982284B1 (en) * 2018-11-22 2019-05-24 주식회사 한가람산업 Operating wall for break water protection and shock wave attenuation
KR102024810B1 (en) * 2019-03-05 2019-09-24 (주)에스엔비 Water-blocking device combined path and construction method thereof
KR102276953B1 (en) 2020-12-09 2021-07-15 주식회사 한가람산업 Overpass prevention wall for shock attenuation
KR102484675B1 (en) * 2022-08-11 2023-01-04 신승태 A gate extended overpass and flood prevention wall

Also Published As

Publication number Publication date
JP5873743B2 (en) 2016-03-01

Similar Documents

Publication Publication Date Title
JP5873743B2 (en) Floating flap gate
JP5971956B2 (en) Floating flap gate
ES2613040T3 (en) Direct-drive rotational wave energy conversion
JP5137946B2 (en) Production of electrical energy from ocean waves
JP4833256B2 (en) Device that captures energy from a fluid stream
ES2340953T3 (en) FLOAT FOR AN ENERGY CONVERSION PLANT OF LAS OLAS DEL MAR.
JP6158503B2 (en) Floating flap gate
CN208857818U (en) A kind of trapezoidal channel hole steel sheep pile support structure
JP2013253381A (en) Floating body type flap gate
KR20110036765A (en) An apparatus for gemerating power from a fluid stream
JP6272914B2 (en) Pile driving guide
WO2016084433A1 (en) Floating flap gate
JP5503074B1 (en) Flap gate
JP6117280B2 (en) Floating flap gate
JP2006241954A (en) Seismic sea wave protective levee protection plate
JP2009191564A (en) Flap gate
CN203420256U (en) Fender for self-elevating platform spud leg
KR102460632B1 (en) Stability control device of stopped small ship
JP6382094B2 (en) Land type floating flap gate
CN203160209U (en) Door body mooring device of fluctuating gate type bulwark
JP2012057401A (en) Floating body connection type flap gate
JP2014077251A (en) Float type flap gate
CN204218389U (en) Pneumatic elevation music stool
JP5074366B2 (en) Undulating wave breakwater
JP4350017B2 (en) Undulating gate

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20150109

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20150925

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150929

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20151112

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20160105

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20160118

R150 Certificate of patent or registration of utility model

Ref document number: 5873743

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250