JP2001064949A - Flow slowing gate - Google Patents

Flow slowing gate

Info

Publication number
JP2001064949A
JP2001064949A JP24095699A JP24095699A JP2001064949A JP 2001064949 A JP2001064949 A JP 2001064949A JP 24095699 A JP24095699 A JP 24095699A JP 24095699 A JP24095699 A JP 24095699A JP 2001064949 A JP2001064949 A JP 2001064949A
Authority
JP
Japan
Prior art keywords
gate
downstream
upstream
flow
side 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.)
Pending
Application number
JP24095699A
Other languages
Japanese (ja)
Inventor
Toshiaki Makihata
敏秋 巻幡
Shoichiro Ishiyo
昭一郎 伊墻
Toru Ono
透 小野
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 JP24095699A priority Critical patent/JP2001064949A/en
Publication of JP2001064949A publication Critical patent/JP2001064949A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a flow slowing gate, by which an overflow is slowed even in any overflow water depth and bubbles and noises can be suppressed. SOLUTION: The flow slowing gate is composed of an upstream-side gate 3 pivotally supporting the upstream-end 3a for vertically rocking the downstream-end side 3b and a downstream-side gate 4 pivotally supporting the downstream-end side 4b for vertically rocking the downstream-end side 3b of the upstream-side gate 3 by the abutting of the upstream-end side 4a against the rear of the upstream-side gate 3 and the vertical rocking of the upstream-end side 4a. The upstream-end side 4a of a downstream-side gate 4 is rocked vertically by installing an extensible and contractible water chamber 5 on the rear of the downstream-side gate 4. Sealing member 7-11 are mounted on the upstream-end side pivotal supporting section 3aa of the upstream-side gate 3, a transfer section from the downstream end of the upstream-side gate 3 to the downstream-side gate 4, the downstream-end side pivotal supporting section 4ba of the downstream-side gate 4 and both side sections of the upstream-side gate 3 and the downstream-side gate 4. Accordingly, a flow is slowed even in any overflow water depth, and the generation of bubbles and noises can be suppressed effectively while a leakage of water and the flowing-in of soil and sand can be prevented effectively.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、河川等の水量を調
整するゲートに係り、特にゲートを越えて上流から下流
に流れる越流の緩流化と低騒音化を可能とする緩流化ゲ
ートに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a gate for adjusting the amount of water in a river or the like, and more particularly, to a gate for reducing the flow and noise of an overflow which flows from upstream to downstream over the gate. It is about.

【0002】[0002]

【従来の技術】例えば河川にゲートを設けて上流から下
流に流れる水量を調節するに際し、放流量が多い、すな
わち、越流水深が大きい場合には、上流側からゲートを
越えて下流側に流れる越流の流速が速くなるので、越流
水が下流側に落下する時に泡や騒音が発生する。また、
このような放流時、ゲート川床に土砂が流れ込んだ場合
には、ゲートの開閉制御に支障をきたすことになる。
2. Description of the Related Art For example, when a river is provided with a gate to adjust the amount of water flowing from upstream to downstream, when the discharge amount is large, that is, when the overflow water depth is large, the water flows from the upstream side to the downstream side through the gate. Since the flow velocity of the overflow is high, bubbles and noise are generated when the overflow water falls to the downstream side. Also,
At the time of such discharge, if earth and sand flows into the gate riverbed, it will hinder the opening and closing control of the gate.

【0003】そこで、このような問題を解決するため
に、越流水の流速を遅くする、すなわち、緩流化を図る
ゲートとして、セクターゲートやゴム引き製ゲート(円
形)が実用化されているが、これらのゲートはある一定
の越流水深の場合のみ緩流化が可能で、どのような越流
水深についても緩流化できるものではない。従って、泡
や騒音の抑制という点でも、完全とは言い難い。
In order to solve such a problem, sector gates and rubberized gates (circular) have been put into practical use as gates for reducing the flow velocity of overflow water, that is, for slowing the flow. However, these gates can reduce the flow only at a certain overflow depth, and cannot reduce the flow at any overflow depth. Therefore, it is hard to say that it is perfect in terms of suppressing bubbles and noise.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記した問
題点に鑑みて成されたものであり、どのような越流水深
であっても越流の緩流化が図れ、泡や騒音の抑制を可能
とする緩流化ゲートを提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and enables the overflow to be moderated at any overflow water depth, thereby reducing the generation of bubbles and noise. It is an object of the present invention to provide a flow mitigation gate that enables suppression.

【0005】[0005]

【課題を解決するための手段】上記した目的を達成する
ために、本発明の緩流化ゲートは、下流端側が上下揺動
すべく上流端側を枢支した上流側ゲートと、この上流側
ゲートの裏面に上流端側が当接して上下揺動することで
上流側ゲートの下流端側を上下揺動させるべく、下流端
側を枢支した下流側ゲートとからなり、下流側ゲートの
裏面には、拡縮可能な水室又は空気室を設けることとし
ている。そして、このようにすることで、どのような越
流水深であっても、上流側ゲートから下流側ゲートへと
連続した下り勾配の傾斜面が形成され、越流の緩流化が
達成できる。
In order to achieve the above-mentioned object, the present invention provides a slow-flow gate comprising: an upstream gate pivotally supporting an upstream end so that a downstream end swings up and down; The upstream end is in contact with the back of the gate and swings up and down, so that the downstream end of the upstream gate swings up and down. Shall provide a water chamber or air chamber that can be expanded and contracted. By doing so, a continuous downward slope from the upstream gate to the downstream gate is formed at any overflow depth, and the overflow can be moderated.

【0006】[0006]

【発明の実施の形態】本発明の緩流化ゲートは、下流端
側が上下揺動すべく上流端側を枢支した上流側ゲート
と、この上流側ゲートの裏面に上流端側が当接して上下
揺動することで上流側ゲートの下流端側を上下揺動させ
るべく、下流端側を枢支した下流側ゲートとからなり、
下流側ゲートの裏面には、拡縮可能な水室又は空気室を
設けることで下流側ゲートの上流端側を上下揺動させる
ようにしたものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A slow-flow gate according to the present invention comprises an upstream gate pivotally supporting an upstream end so that a downstream end swings up and down, and an upstream end contacting a back surface of the upstream gate so that the upstream end is vertically moved. It consists of a downstream gate pivotally supporting the downstream end to swing the downstream end of the upstream gate up and down by swinging,
A water chamber or an air chamber which can be expanded and contracted is provided on the back surface of the downstream gate so that the upstream end of the downstream gate is vertically swung.

【0007】本発明の緩流化ゲートは、下流端側が上下
揺動する上流側ゲートと、この上流側ゲートの裏面に上
流端側が当接して上下揺動する下流側ゲートとを組合せ
るようにしたので、どのような越流水深であっても、上
流側ゲートから下流側ゲートへと連続した下り勾配の傾
斜面が形成できる。従って、どのような越流水深であっ
ても緩流化が図れ、泡や騒音の抑制が可能になる。
The slow-flow gate of the present invention combines an upstream gate whose lower end swings up and down and a downstream gate whose upper end abuts against the back surface of the upstream gate and swings up and down. Therefore, a continuous downward slope from the upstream gate to the downstream gate can be formed at any overflow water depth. Therefore, the flow can be slowed down at any overflow water depth, and bubbles and noise can be suppressed.

【0008】また、上記した本発明の緩流化ゲートにお
いて、上流側ゲートの上流端側枢支部と、上流側ゲート
の下流端から下流側ゲートへの乗移り部と、下流側ゲー
トの下流端側枢支部と、上流側ゲート及び下流側ゲート
の両側部に、シール部材を設けた場合には、上記した部
分への漏水や土砂の流れ込みを効果的に防止することが
できるので、ゲートの開閉制御に支障をきたすことがな
い。
[0008] In the above-mentioned flow mitigation gate of the present invention, the upstream end pivotal support portion of the upstream gate, the transfer portion from the downstream end of the upstream gate to the downstream gate, and the downstream end of the downstream gate are provided. If seal members are provided on the side pivots and on both sides of the upstream gate and the downstream gate, it is possible to effectively prevent water leakage and inflow of earth and sand into the above-described portions. There is no hindrance to control.

【0009】[0009]

【実施例】以下、本発明の緩流化ゲートを図1及び図2
に示す一実施例に基づいて説明する。図1は本発明の緩
流化ゲートの一実施例を示す側面図、図2は図1を平面
方向から見た図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 and FIG.
A description will be given based on one embodiment shown in FIG. FIG. 1 is a side view showing an embodiment of a flow mitigation gate according to the present invention, and FIG. 2 is a view of FIG. 1 as viewed from the plane.

【0010】図1及び図2において、1は河川2の水量
を調節するための本発明に係る緩流化ゲートであり、以
下のように構成されている。3は上流側ゲート、4はこ
の上流側ゲート3と対を成す下流側ゲートであり、それ
ぞれ設置される河川2より若干短い幅を有している。
In FIG. 1 and FIG. 2, reference numeral 1 denotes a mitigation gate according to the present invention for adjusting the amount of water in a river 2, which is constructed as follows. Reference numeral 3 denotes an upstream gate, and reference numeral 4 denotes a downstream gate that forms a pair with the upstream gate 3, and each has a width slightly shorter than the river 2 to be installed.

【0011】そして、上流側ゲート3はその下流端側3
bが上下揺動すべく、上流端側3aを枢支し、また、下
流側ゲート4はその上流端側4aが上下揺動すべく、下
流端側4bを枢支すると共に、下流側ゲート4の上流端
側4aを、上流側ゲートの裏面に当接させている。従っ
て、下流側ゲート4の上流端側4aを上下揺動させるこ
とで、上流側ゲート3の下流端側3bが上下揺動する。
The upstream gate 3 is connected to its downstream end 3
b pivots on the upstream end side 3a so as to swing up and down, and the downstream side gate 4 pivotally supports the downstream end side 4b so that the upstream end side 4a swings up and down. Is made to abut on the rear surface of the upstream gate. Therefore, by vertically swinging the upstream end side 4a of the downstream gate 4, the downstream end side 3b of the upstream gate 3 swings vertically.

【0012】本実施例では、下流側ゲート4における上
流端側4aの上下揺動を円滑に行なうことができるよう
に、上流端側4aにゲートローラ4cを回転自在に設置
し、河川岸に設けた案内ガイド12に沿って上下揺動す
るものを示している。
In this embodiment, a gate roller 4c is rotatably installed on the upstream end 4a and provided on the river bank so that the upstream end 4a of the downstream gate 4 can be swung up and down smoothly. The upper and lower guides swing along the guide 12 shown in FIG.

【0013】5は下流側ゲート4の裏面に設けた、例え
ばゴムで密閉状に形成された水室であり、河川岸に設け
たモータ・ポンプ等の圧力発生源6から水圧パイプ6a
を介して供給される圧力水によって、特に下流側ゲート
4の上流端側4aに位置する部分が拡縮し、下流側ゲー
ト4の上流端側4aを上下揺動させるように、下流側ゲ
ート4の上流端側4aに位置する部分が例えば蛇腹状に
形成されている。
Reference numeral 5 denotes a water chamber provided on the back surface of the downstream side gate 4 and formed, for example, in a hermetically sealed state with rubber, from a pressure source 6 such as a motor / pump provided on the river bank from a hydraulic pipe 6a.
In particular, the portion located on the upstream end side 4a of the downstream gate 4 expands and contracts by the pressure water supplied through the downstream gate 4 so that the upstream end side 4a of the downstream gate 4 swings up and down. The portion located on the upstream end side 4a is formed, for example, in a bellows shape.

【0014】7は上流側ゲート3における上流端側3a
の枢支部3aaを覆うように設けられた防塵用ゴム板、
8は上流側ゲート3の下流端から下流側ゲート4への乗
移り部に設けられた防塵用ゴム板、9は下流側ゲート4
における下流端側4bの枢支部4baを覆うように設け
られた防塵用ゴム板、10は上流側ゲート3の両側部に
設けられ、上流側ゲート3と河川との隙間を覆う側部シ
ールゴム、11は下流側ゲート4の両側部に設けられ、
下流側ゲート4と河川との隙間を覆う側部シールゴムで
ある。
Reference numeral 7 denotes an upstream end 3a of the upstream gate 3.
A rubber plate for dust prevention provided so as to cover the pivot portion 3aa of
Reference numeral 8 denotes a dust-proof rubber plate provided at a transfer portion from the downstream end of the upstream gate 3 to the downstream gate 4, and 9 denotes a downstream gate 4.
The dust-proof rubber plate 10 provided so as to cover the pivot 4ba at the downstream end 4b is provided on both sides of the upstream gate 3, and a side seal rubber 11 that covers the gap between the upstream gate 3 and the river. Are provided on both sides of the downstream gate 4,
Side seal rubber that covers the gap between the downstream gate 4 and the river.

【0015】そして、本発明の緩流化ゲート1に、これ
らの防塵用ゴム板7〜9や側部シールゴム10,11を
設けた場合には、上記した部分への漏水や土砂の流れ込
みを効果的に阻止することができ、ゲートの開閉制御に
支障をきたすことがなくなる。
When the dust-proofing rubber plates 7 to 9 and the side sealing rubbers 10 and 11 are provided in the flow-reducing gate 1 of the present invention, it is possible to effectively prevent water leakage and the inflow of earth and sand into the above-mentioned portions. And the gate opening / closing control is not hindered.

【0016】上記した構成の本発明に係る緩流化ゲート
1では、下流へ流す水量に応じて、圧力発生源6から水
室5に供給する圧力水量を制御し、下流側ゲート4を介
して上流側ゲート3の下流端側3aが所定の高さになる
まで起立揺動させるだけでよい。
In the flow mitigation gate 1 according to the present invention having the above-described structure, the amount of pressure water supplied from the pressure source 6 to the water chamber 5 is controlled in accordance with the amount of water flowing downstream, and is controlled via the downstream gate 4. It is only necessary to raise and swing until the downstream end 3a of the upstream gate 3 reaches a predetermined height.

【0017】この状態では、上流側から本発明に係る緩
流化ゲート1を越えて下流側に流れる越流水は、自然落
下ではなく、下り勾配に傾斜した下流側ゲート4に沿っ
て流れるので、どのような越流水深の場合であっても緩
流化が図れ、落下に伴う泡の発生や、騒音の発生を効果
的に阻止できることになる。
In this state, the overflow water flowing from the upstream side to the downstream side through the flow mitigation gate 1 according to the present invention does not flow naturally but flows along the downstream side gate 4 inclined downward. Regardless of the overflow water depth, the flow can be moderated, and the generation of bubbles and noise due to falling can be effectively prevented.

【0018】そして、この緩流化ゲート1を水が越流す
る際の、ゲート川床への土砂の流れ込みは、防塵用ゴム
板7〜9や側部シールゴム10,11によって効果的に
阻止できることになる。仮に、ゲート川床へ土砂が流れ
込んだ場合でも、本発明に係る緩流化ゲート1では、上
流側ゲート3や下流側ゲート4の上下揺動を、下流側ゲ
ート4の裏面に設けた水室5によって行なうので、ゲー
トの開閉制御に支障をきたすことがない。
When the water overflows through the slow-flow gate 1, the inflow of sediment into the riverbed of the gate can be effectively prevented by the dust-proof rubber plates 7 to 9 and the side seal rubbers 10, 11. Become. Even if the sediment flows into the gate riverbed, in the slow flow gate 1 according to the present invention, the vertical swing of the upstream gate 3 and the downstream gate 4 is controlled by the water chamber 5 provided on the back surface of the downstream gate 4. Therefore, the gate opening / closing control is not hindered.

【0019】本実施例では、下流側ゲート4の上流端側
4aを上下揺動する手段として、水室5を設けたものを
示したが、水室5に代えて空気室を設けたものでもよ
い。また、下流側ゲート4の上流端側4aを上下揺動す
ることができるように拡縮できるものであれば、本実施
例のように、水室5の下流側ゲート4の上流端側4aに
位置する部分を蛇腹状に形成しなくてもよい。
In this embodiment, the water chamber 5 is provided as means for vertically swinging the upstream end 4a of the downstream gate 4. However, an air chamber may be provided in place of the water chamber 5. Good. If the upstream end 4a of the downstream gate 4 can be expanded and contracted so as to be able to swing up and down, as shown in the present embodiment, the upstream end 4a of the water chamber 5 is located at the upstream end 4a of the downstream gate 4. The portion to be formed does not have to be formed in a bellows shape.

【0020】[0020]

【発明の効果】本発明の緩流化ゲートは、下流端側が上
下揺動する上流側ゲートと、この上流側ゲートの裏面に
上流端側が当接して上下揺動する下流側ゲートとを組合
せたので、どのような越流水深であっても、上流側ゲー
トから下流側ゲートへと連続した下り勾配の傾斜面が形
成でき、緩流化が図れる。そして、この緩流化によっ
て、泡の発生や騒音を効果的に抑制することが可能にな
る。
The slowing gate of the present invention is composed of an upstream gate whose lower end swings up and down, and a downstream gate whose upper end abuts on the back surface of the upstream gate and swings up and down. Therefore, regardless of the overflow water depth, a continuous downward slope from the upstream gate to the downstream gate can be formed, and the flow can be moderated. And, by this slow flow, it is possible to effectively suppress generation of bubbles and noise.

【0021】また、本発明の緩流化ゲートにおいて、上
流側ゲートの上流端側枢支部と、上流側ゲートの下流端
から下流側ゲートへの乗移り部と、下流側ゲートの下流
端側枢支部と、上流側ゲート及び下流側ゲートの両側部
に、シール部材を設けた場合には、上記した部分への漏
水や土砂の流れ込みを効果的に防止することができるの
で、ゲートの開閉制御に支障をきたすことがなくなる。
Further, in the slowing gate according to the present invention, the upstream end side pivotal support portion of the upstream side gate, the transfer portion from the downstream end of the upstream side gate to the downstream side gate, and the downstream end side pivot of the downstream side gate. When seal members are provided on the support portion and on both sides of the upstream gate and the downstream gate, it is possible to effectively prevent water leakage and inflow of earth and sand into the above-described portions, so that the opening and closing control of the gate can be performed. There will be no hindrance.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の緩流化ゲートの一実施例を示す側面図
である。
FIG. 1 is a side view showing an embodiment of a flow mitigation gate according to the present invention.

【図2】図1を平面方向から見た図である。FIG. 2 is a view of FIG. 1 viewed from a plane direction.

【符号の説明】[Explanation of symbols]

1 緩流化ゲート 3 上流側ゲート 3a 上流端側 3aa 上流端側の枢支部 3b 下流端側 4 下流側ゲート 4a 上流端側 4b 下流端側 4aa 下流端側の枢支部 5 水室 6 圧力発生源 7 防塵用ゴム板 8 防塵用ゴム板 9 防塵用ゴム板 10 側部シールゴム 11 側部シールゴム DESCRIPTION OF SYMBOLS 1 Slow flow gate 3 Upstream gate 3a Upstream end 3aa Upstream end pivot 3b Downstream end 4 Downstream gate 4a Upstream end 4b Downstream end 4aa Downstream end pivot 5 Water chamber 6 Pressure source 7 Dustproof rubber plate 8 Dustproof rubber plate 9 Dustproof rubber plate 10 Side seal rubber 11 Side seal rubber

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小野 透 大阪府大阪市住之江区南港北1丁目7番89 号 日立造船株式会社内 Fターム(参考) 2D019 AA31 CA11 DA00  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Toru Ono 1-7-89 Minami Kohoku, Suminoe-ku, Osaka-shi, Osaka F-term in Hitachi Zosen Corporation (reference) 2D019 AA31 CA11 DA00

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 下流端側が上下揺動すべく上流端側を枢
支した上流側ゲートと、この上流側ゲートの裏面に上流
端側が当接して上下揺動することで上流側ゲートの下流
端側を上下揺動させるべく、下流端側を枢支した下流側
ゲートとからなり、下流側ゲートの裏面には、拡縮可能
な水室又は空気室を設けることで下流側ゲートの上流端
側を上下揺動させるようにしたことを特徴とする緩流化
ゲート。
An upstream gate pivotally supported on an upstream end so that a downstream end swings up and down, and an upstream end abuts on a back surface of the upstream gate and swings up and down, whereby the downstream end of the upstream gate is swung. It is composed of a downstream gate pivotally supporting the downstream end side to swing the side up and down, and the upstream end side of the downstream gate is provided by providing a water chamber or air chamber which can be expanded and contracted on the back surface of the downstream gate. A slow-flow gate characterized by swinging up and down.
【請求項2】 上流側ゲートの上流端側枢支部と、上流
側ゲートの下流端から下流側ゲートへの乗移り部と、下
流側ゲートの下流端側枢支部と、上流側ゲート及び下流
側ゲートの両側部に、シール部材を設けたことを特徴と
する請求項1記載の緩流化ゲート。
2. An upstream end pivot portion of the upstream gate, a transfer portion from the downstream end of the upstream gate to the downstream gate, a downstream end pivot portion of the downstream gate, and the upstream gate and the downstream side. 2. The slow flow gate according to claim 1, wherein seal members are provided on both sides of the gate.
JP24095699A 1999-08-27 1999-08-27 Flow slowing gate Pending JP2001064949A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24095699A JP2001064949A (en) 1999-08-27 1999-08-27 Flow slowing gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24095699A JP2001064949A (en) 1999-08-27 1999-08-27 Flow slowing gate

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JP2001064949A true JP2001064949A (en) 2001-03-13

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JP24095699A Pending JP2001064949A (en) 1999-08-27 1999-08-27 Flow slowing gate

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005290876A (en) * 2004-03-31 2005-10-20 Mizota Corp Gate facility with movable channel bed
CN115419025A (en) * 2022-10-13 2022-12-02 江西煜鲲装备科技有限公司 Dam crest overflow diversion structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005290876A (en) * 2004-03-31 2005-10-20 Mizota Corp Gate facility with movable channel bed
JP4495999B2 (en) * 2004-03-31 2010-07-07 株式会社ミゾタ Gate facility with movable channel floor
CN115419025A (en) * 2022-10-13 2022-12-02 江西煜鲲装备科技有限公司 Dam crest overflow diversion structure

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