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JP4823997B2 - Silencer for overflow dam - Google Patents
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JP4823997B2 - Silencer for overflow dam - Google Patents

Silencer for overflow dam Download PDF

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JP4823997B2
JP4823997B2 JP2007286509A JP2007286509A JP4823997B2 JP 4823997 B2 JP4823997 B2 JP 4823997B2 JP 2007286509 A JP2007286509 A JP 2007286509A JP 2007286509 A JP2007286509 A JP 2007286509A JP 4823997 B2 JP4823997 B2 JP 4823997B2
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downstream
soundproof plate
upstream
water
overflow
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JP2009114674A (en
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文博 遊上
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丸島産業株式会社
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Description

本発明は、越流堰の消音装置に関する。   The present invention relates to a silencer for an overflow weir.

従来、水路に設置された越流堰からの越流落下水の水音を消音するために、越流堰の下流側の上方を可撓性シートで覆ったものがある(特許文献1参照)。
実開昭59−10331号公報
2. Description of the Related Art Conventionally, there is one in which the upper portion of the downstream side of the overflow weir is covered with a flexible sheet in order to mute the sound of overflow water from the overflow weir installed in the water channel (see Patent Document 1).
Japanese Utility Model Publication No.59-10331

しかしながら、背景技術は、越流堰の下流側の上方を可撓性シート(騒音防止カバー)で覆うだけのものであったから、洪水時には水流を妨げるおそれがあるとともに、可撓性シートの下流端側に堆積する浮遊物の除去等のメンテナンスが煩わしいという問題があった。   However, since the background technology only covers the downstream side of the overflow weir with a flexible sheet (noise prevention cover), there is a possibility that the water flow may be hindered during a flood, and the downstream end of the flexible sheet There is a problem that maintenance such as removal of floating substances accumulated on the side is troublesome.

また、民家近くの水路である場合には、景観性が非常に悪いという問題があった。   In addition, when the waterway is close to a private house, there is a problem that the scenery is very bad.

本発明は、前記問題を解消するためになされたもので、洪水時には水流を妨げず、浮遊物の除去等のメンテナンスが簡単に行え、かつ景観性が向上する越流堰の消音装置を提供することを目的とするものである。   The present invention has been made to solve the above problems, and provides a silencer for an overflow dam that does not obstruct the water flow in the event of a flood, can easily perform maintenance such as removal of suspended solids, and improves the landscape. It is for the purpose.

前記課題を解決するために、本発明は、水路に設置された越流堰からの越流落下水の水音を消音するための消音装置であって、水路の上端部に固定されて越流堰の真上を覆う上部防音板と、前記越流堰の上流側で上部防音板に下流方向に揺動可能にヒンジ結合されて、下端部のフロートが上流側の水面に浮上可能な上流側防音板と、前記越流堰の下流側で上部防音板に下流方向に揺動可能にヒンジ結合されて、下端部が下流側の水面下に潜り込み可能な下流側防音板とを備えていることを特徴とする越流堰の消音装置を提供するものである。   In order to solve the above-mentioned problems, the present invention provides a silencer for silencing the overflow water of overflow water from an overflow weir installed in a water channel, which is fixed to the upper end of the water channel and overflows the weir An upper soundproofing plate that covers the upper side of the overflow weir and an upstream soundproofing device that is hinged to the upper soundproofing plate upstream of the overflow weir so that it can swing in the downstream direction and the float at the lower end can float to the upstream water surface And a downstream soundproofing plate that is hinged to the upper soundproofing plate downstream of the overflow weir so as to be swingable in the downstream direction, and whose lower end can sink under the downstream water surface. A characteristic silencer for an overflow dam is provided.

請求項2のように、前記越流堰は、起伏ゲートであり、この起伏ゲートの倒伏に連動して下流側防音板を下流方向に揺動させる連動機構が設けられていることが好ましい。   According to a second aspect of the present invention, it is preferable that the overflow weir is a undulation gate, and an interlocking mechanism that swings the downstream side soundproof plate in the downstream direction in conjunction with the collapse of the undulation gate is provided.

請求項3のように、前記下流側防音板を下流方向に揺動操作可能な操作機構が設けられていることが好ましい。   It is preferable that an operating mechanism capable of swinging the downstream side soundproof plate in the downstream direction is provided.

本発明によれば、上部防音板と上流側防音板と下流側防音板とで、水路に設置された越流堰の全体を覆うから、越流堰からの越流落下水の水音が外部に漏れないので、効果的に消音できるようになる。しかも、上流側防音板のフロートが上流側の水面に浮上するので、上流側防音板の下端部と水面との隙間からも越流落下水の水音が外部に漏れることが全く無いとともに、下流側防音板の下端部が下流側の水面下に潜り込むので、下流側防音板の下端部と水面との隙間からも越流落下水の水音が外部に漏れることが全く無い。   According to the present invention, the upper sound insulation board, the upstream sound insulation board, and the downstream sound insulation board cover the entire overflow weir installed in the water channel, so that the overflow sound of the overflow water from the overflow weir is outside. Since it does not leak, the sound can be effectively silenced. In addition, since the float of the upstream soundproof plate floats on the upstream water surface, there is no leakage of overflow water from the overflowing water from the gap between the lower end of the upstream soundproof plate and the water surface. Since the lower end portion of the soundproof plate sinks under the water surface on the downstream side, the water noise of the overflowing water does not leak out from the gap between the lower end portion of the downstream soundproof plate and the water surface.

また、上流側防音板のフロートが上流側の水面に浮上することで、上流側の水位に応じて上流側防音板が自動的に揺動するから、水流を妨げるおそれがない。   Further, since the float of the upstream soundproof plate floats on the upstream water surface, the upstream soundproof plate automatically swings according to the upstream water level, so there is no possibility of disturbing the water flow.

さらに、洪水時に下流側防音板を下流方向に揺動させれば、洪水時の水流を妨げるおそれがないとともに、平常時に下流側防音板を下流方向に揺動させれば、堆積した浮遊物の除去等のメンテナンスが簡単に行えるようになる。   Furthermore, if the downstream soundproof plate is swung in the downstream direction during a flood, there is no risk of disturbing the water flow during the flood, and if the downstream soundproof plate is swung in the downstream direction during normal times, Maintenance such as removal can be easily performed.

さらにまた、上部防音板と上流側防音板と下流側防音板とで越流堰を覆うから、可撓性シートの覆いと比べて景観性も向上するようになる。   Furthermore, since the overflow weir is covered with the upper soundproof plate, the upstream soundproof plate, and the downstream soundproof plate, the scenery is improved as compared with the cover of the flexible sheet.

請求項2によれば、洪水時に連動機構で起伏ゲートの倒伏に連動して下流側防音板を下流方向に揺動させると、洪水時の水流を妨げるおそれがなくなる。   According to the second aspect, when the downstream side soundproof plate is swung in the downstream direction in conjunction with the overturning of the undulation gate by the interlocking mechanism at the time of flooding, there is no possibility of disturbing the water flow at the time of flooding.

請求項3によれば、操作機構で下流側防音板を下流方向に揺動させると、堆積した浮遊物の除去等のメンテナンスがより簡単に行えるようになる。   According to the third aspect, when the downstream side soundproof plate is swung in the downstream direction by the operation mechanism, maintenance such as removal of accumulated suspended matter can be performed more easily.

以下、本発明を実施するための最良の形態について、図面を参照しながら詳細に説明する。   Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.

図1は、水路1の起伏ゲート(越流堰)3に設置された消音装置の平面図(下流に向かって、上部防音板6の左半分の図示を省略)、図2は、図1の側面断面図、図3は、図1の正面図(下流に向かって、上流側防音板10と起伏ゲート3の左半分の図示を省略)、図4は、上部防音板6と上流側防音板10と下流側防音板14との分解斜視図である。   FIG. 1 is a plan view of a silencer installed in a undulation gate (overflow weir) 3 in a water channel 1 (the left half of the upper soundproof plate 6 is not shown toward the downstream), and FIG. FIG. 3 is a side sectional view, and FIG. 3 is a front view of FIG. 1 (the illustration of the left half of the upstream soundproof plate 10 and the undulating gate 3 is omitted toward the downstream), and FIG. It is a disassembled perspective view of 10 and the downstream soundproof board 14. FIG.

民家近くのコンクリート製の水路1は、底部1aと両側壁1b,1bとで構成されて、両側壁1b,1bの上面には、安全柵2がそれぞれ立てられている。   A concrete water channel 1 near a private house is composed of a bottom 1a and both side walls 1b, 1b, and safety fences 2 are erected on the upper surfaces of both side walls 1b, 1b.

水路1には、起伏ゲート3が設置されている。この起伏ゲート3は、図2に実線で示した起立位置Uと、二点鎖線で示した倒伏位置Dとに揺動するようにヒンジ軸4で揺動自在に支持されて、油圧シリンダ(不図示)によって、起立位置Uと倒伏位置Dとに揺動制御されるようになっている。この起伏ゲート3の上部には、スポイラ5が取付けられている。   In the water channel 1, an undulating gate 3 is installed. The hoisting gate 3 is swingably supported by a hinge shaft 4 so as to be swung between a standing position U shown by a solid line in FIG. 2 and a tilting position D shown by a two-dot chain line. As shown, the swinging control is performed between the standing position U and the lying position D. A spoiler 5 is attached to the top of the undulating gate 3.

起伏ゲート3は、常時は、図示の起立位置Uに保持されているとともに、洪水時等に、上流側が所定水位に達したことをフロート(水位計)等で検出すると、自動的に倒伏位置Dに揺動するように制御される。   The undulation gate 3 is always held at the standing position U shown in the figure, and when it is detected by a float (water level meter) or the like that the upstream side has reached a predetermined water level during a flood or the like, the swaying position D is automatically set. It is controlled to swing.

起伏ゲート3の真上を覆う四角形状の上部防音板6が設けられ、この上部防音板6は、水路1の両側壁1b,1bの上端付近に止着された固定金具7に固定されている。この上部防音板6の左右両端部には、両側壁1b,1bとの間の隙間を塞ぐ上部防音ゴム8が取付けられているとともに、上部防音板6の内面には、防音ゴムシート(不図示)が貼り付けられている。   A rectangular upper soundproof plate 6 is provided directly above the undulating gate 3, and the upper soundproof plate 6 is fixed to a fixture 7 fixed to the upper ends of both side walls 1 b and 1 b of the water channel 1. . An upper soundproof rubber 8 is attached to the left and right ends of the upper soundproof plate 6 so as to close the gap between the side walls 1b and 1b, and a soundproof rubber sheet (not shown) is attached to the inner surface of the upper soundproof plate 6. ) Is pasted.

起伏ゲート3の上流側で上部防音板6の上流側端部には、上流側防音板10がヒンジ軸11で下流方向に揺動可能に(図2の二点鎖線a参照)ヒンジ結合されている。この上流側防音板10の下端部には、上流側の水面L1,L2に浮上可能なフロート12が取付けられている。この上流側防音板10の左右両端部には、両側壁1b,1bとの間の隙間を塞ぐ側部防音ゴム13が取付けられているとともに、上流側防音板10の内面には、防音ゴムシート(不図示)が貼り付けられている。なお、水面L1は通常水位であり、水面L2は越流の限界水位である。   An upstream sound insulation plate 10 is hinged to the upstream end portion of the upper sound insulation plate 6 on the upstream side of the undulation gate 3 so as to be swingable in the downstream direction by a hinge shaft 11 (see a two-dot chain line a in FIG. 2). Yes. A float 12 that can float on the upstream water surfaces L1 and L2 is attached to the lower end of the upstream soundproof plate 10. Side soundproof rubbers 13 that close the gaps between the side walls 1b and 1b are attached to the left and right ends of the upstream soundproof plate 10, and a soundproof rubber sheet is attached to the inner surface of the upstream soundproof plate 10. (Not shown) is pasted. The water surface L1 is a normal water level, and the water surface L2 is a limit water level for overflow.

起伏ゲート3の下流側で上部防音板6の下流側端部には、下流側防音板14がヒンジ軸15で下流方向に揺動可能に(図2の二点鎖線b参照)ヒンジ結合されている。この下流側防音板14の下端部は、下流側の水面L3下に潜り込むように設定されている。この下流側防音板14の左右両端部には、両側壁1b,1bとの間の隙間を塞ぐ側部防音ゴム16が取付けられているとともに、下流側防音板14の内面には、防音ゴムシート(不図示)が貼り付けられている。   A downstream side soundproof plate 14 is hinged to a downstream end of the upper soundproof plate 6 on the downstream side of the undulating gate 3 so as to be swingable in the downstream direction by a hinge shaft 15 (see the two-dot chain line b in FIG. 2). Yes. The lower end portion of the downstream soundproof plate 14 is set so as to sink under the downstream water surface L3. Side soundproof rubber 16 that closes the gap between both side walls 1b, 1b is attached to the left and right ends of the downstream soundproof plate 14, and the soundproof rubber sheet is attached to the inner surface of the downstream soundproof plate 14. (Not shown) is pasted.

起伏ゲート3の上部位置cと下流側防音板14の下部位置dとは、一方(図1では下側)の側壁1b側に設置された複数のガイドプーリ20でガイドされるワイヤーロープ21で連結されていて、起伏ゲート3が実線で示した起立位置Uの時は、下流側防音板14が実線で示した上流方向に揺動されて、上部防音板6の下流側を閉じるとともに、起伏ゲート3が二点鎖線で示した倒伏位置Dの時は、下流側防音板14が二点鎖線bで示した下流方向に揺動されて、上部防音板6の下流側を開くようになっている。このガイドプーリ20とワイヤーロープ21は、連動機構22を構成する。   The upper position c of the undulation gate 3 and the lower position d of the downstream soundproof board 14 are connected by a wire rope 21 guided by a plurality of guide pulleys 20 installed on the side wall 1b side (lower side in FIG. 1). When the undulating gate 3 is in the upright position U indicated by the solid line, the downstream soundproof plate 14 is swung in the upstream direction indicated by the solid line to close the downstream side of the upper soundproof plate 6 and the undulating gate. When 3 is a lying position D indicated by a two-dot chain line, the downstream soundproof plate 14 is swung in the downstream direction indicated by the two-dot chain line b to open the downstream side of the upper soundproof plate 6. . The guide pulley 20 and the wire rope 21 constitute an interlocking mechanism 22.

また、他方(図1では上側)の側壁1bの上面には、手動の操作機構(ウインチ)24が設置されている。   A manual operation mechanism (winch) 24 is installed on the upper surface of the other side wall 1b (upper side in FIG. 1).

この操作機構24には取り外し式の操作ハンドル24aが設けられ、このハンドル24aを手動で回動操作することで(二点鎖線e参照)、ワイヤーロープ25を介して下流側防音板14が二点鎖線bで示した下流方向に揺動されて、上部防音板6の下流側を開けるようになっている。この場合、起伏ゲート3に連動するワイヤーロープ21は弛むようになる。   The operation mechanism 24 is provided with a detachable operation handle 24a. By manually rotating the handle 24a (see the two-dot chain line e), the downstream side soundproof plate 14 is connected to two points via the wire rope 25. It swings in the downstream direction indicated by the chain line b so as to open the downstream side of the upper soundproof plate 6. In this case, the wire rope 21 interlocked with the undulation gate 3 becomes loose.

前記のような起伏ゲート3の消音装置であれば、上部防音板6と上流側防音板10と下流側防音板14とで、水路1に設置された起伏ゲート3の全体を覆うから、起伏ゲート3からの越流落下水の水音が外部に漏れないので、効果的に消音できるようになる。   In the silencer for the undulating gate 3 as described above, the undulating gate 3 covers the entire undulating gate 3 installed in the water channel 1 with the upper soundproofing plate 6, the upstream side soundproofing plate 10, and the downstream side soundproofing plate 14. Since the sound of the overflow water from 3 does not leak to the outside, the sound can be effectively silenced.

しかも、上流側防音板10のフロート12が上流側の水面L1,L2に浮上するので、上流側防音板10の下端部と水面L1,L2との隙間からも越流落下水の水音が外部に漏れることが全く無いとともに、下流側防音板14の下端部が下流側の水面L3下に潜り込むので、下流側防音板14の下端部と水面との隙間からも越流落下水の水音が外部に漏れることが全く無い。   Moreover, since the float 12 of the upstream soundproof plate 10 floats on the upstream water surfaces L1 and L2, the water noise of the overflowing water falls outside from the gap between the lower end of the upstream soundproof plate 10 and the water surfaces L1 and L2. Since there is no leakage at all, and the lower end of the downstream soundproof plate 14 sinks under the downstream water surface L3, the water noise of the overflowing water falls to the outside also from the gap between the lower end of the downstream soundproof plate 14 and the water surface. There is no leakage.

また、上流側防音板10のフロートが上流側の水面L1,L2に浮上することで、上流側の水位に応じて上流側防音板10が自動的に揺動するから、水流を妨げるおそれがない。   Further, since the float of the upstream soundproof plate 10 floats on the upstream water surfaces L1 and L2, the upstream soundproof plate 10 automatically swings according to the upstream water level, so there is no possibility of disturbing the water flow. .

さらに、洪水時には、連動機構22で起伏ゲート3の倒伏に連動して下流側防音板14を下流方向に揺動されるから、洪水時の水流を妨げるおそれがなくなる。   Further, during the flood, the interlocking mechanism 22 causes the downstream soundproof plate 14 to swing in the downstream direction in conjunction with the overturning of the undulation gate 3, so there is no possibility of disturbing the water flow during the flood.

また、平常時には、操作機構24で下流側防音板14を下流方向に揺動させると、堆積した浮遊物の除去等のメンテナンスがより簡単に行えるようになる。   Further, in normal times, if the downstream soundproof plate 14 is swung in the downstream direction by the operation mechanism 24, maintenance such as removal of accumulated suspended matter can be performed more easily.

さらにまた、上部防音板6と上流側防音板10と下流側防音板14とで起伏ゲート3を覆うから、可撓性シートの覆いと比べて景観性も向上するようになる。   Furthermore, since the undulating gate 3 is covered with the upper soundproof plate 6, the upstream soundproof plate 10, and the downstream soundproof plate 14, the scenery is improved as compared with the cover of the flexible sheet.

前記実施形態は、越流堰として、起伏ゲート3を例に取ったが、起伏しない固定の越流堰にも本発明は適用できることは言うまでもない。   In the above embodiment, the undulation gate 3 is taken as an example of the overflow weir, but it goes without saying that the present invention can also be applied to a fixed overflow dam that does not undulate.

本発明の実施形態に係る消音装置の要部破断平面図である。It is a principal part fracture top view of the silencer concerning an embodiment of the present invention. 図1の側面断面図である。It is side surface sectional drawing of FIG. 図1の要部破断正面図である。It is a principal part fracture | rupture front view of FIG. 上部防音板と上流側防音板と下流側防音板との分解斜視図である。It is a disassembled perspective view of an upper soundproof board, an upstream soundproof board, and a downstream soundproof board.

符号の説明Explanation of symbols

1 水路
3 起伏ゲート(越流堰)
6 上部防音板
10 上流側防音板
12 フロート
14 下流側防音板
22 連動機構
24 操作機構
1 Waterway 3 Relief gate (overflow weir)
6 Upper soundproof plate 10 Upstream soundproof plate 12 Float 14 Downstream soundproof plate 22 Interlocking mechanism 24 Operating mechanism

Claims (3)

水路に設置された越流堰からの越流落下水の水音を消音するための消音装置であって、
水路の上端部に固定されて越流堰の真上を覆う上部防音板と、前記越流堰の上流側で上部防音板に下流方向に揺動可能にヒンジ結合されて、下端部のフロートが上流側の水面に浮上可能な上流側防音板と、前記越流堰の下流側で上部防音板に下流方向に揺動可能にヒンジ結合されて、下端部が下流側の水面下に潜り込み可能な下流側防音板とを備えていることを特徴とする越流堰の消音装置。
A silencer for silencing the overflow water of overflow water from an overflow weir installed in a waterway,
An upper soundproofing plate fixed to the upper end of the water channel and directly covering the overflow weir is hinged to the upper soundproofing plate on the upstream side of the overflow weir so that it can swing in the downstream direction. An upstream soundproof plate that can float on the upstream water surface, and a hinged joint that is swingable in the downstream direction to the upper soundproof plate on the downstream side of the overflow weir, so that the lower end can sink under the downstream water surface A silencer for an overflow weir comprising a downstream soundproof board.
前記越流堰は、起伏ゲートであり、この起伏ゲートの倒伏に連動して下流側防音板を下流方向に揺動させる連動機構が設けられていることを特徴とする請求項1に記載の越流堰の消音装置。   The overtop weir is a undulation gate, and is provided with an interlocking mechanism that swings the downstream soundproof plate in the downstream direction in conjunction with the overturning of the undulation gate. Silencer for flow weir. 前記下流側防音板を下流方向に揺動操作可能な操作機構が設けられていることを特徴とする請求項1または2に記載の越流堰の消音装置。   The silencer for an overflow weir according to claim 1 or 2, further comprising an operation mechanism capable of swinging the downstream soundproof plate in the downstream direction.
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