JPH083970A - Water channel weir - Google Patents
Water channel weirInfo
- Publication number
- JPH083970A JPH083970A JP16614894A JP16614894A JPH083970A JP H083970 A JPH083970 A JP H083970A JP 16614894 A JP16614894 A JP 16614894A JP 16614894 A JP16614894 A JP 16614894A JP H083970 A JPH083970 A JP H083970A
- Authority
- JP
- Japan
- Prior art keywords
- gate
- water channel
- weir
- upper gate
- gate body
- 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
Links
Landscapes
- Barrages (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、高さを変えられる堰
に関し、農業用水路に好適のものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a weir whose height can be changed, and is suitable for agricultural waterways.
【0002】[0002]
【従来の技術】大雨で水路の流量が増えたときに、堰の
高さを低くして水を越流させ、堰の上流側の水位が異常
に高くならないようにする必要がある。堰の高さを調節
できるものとして、従来、転倒堰が知られている。これ
は、ゲートを水路の底に枢支し、水量が増えたときに、
堰を傾けて高さを低くする。2. Description of the Related Art It is necessary to reduce the height of a weir so that water overflows when the flow rate of a water channel increases due to heavy rain so that the water level on the upstream side of the weir does not become abnormally high. A fall weir is conventionally known as a device capable of adjusting the height of the weir. This pivots the gate to the bottom of the canal, and when the water volume increases,
Tilt the weir to lower the height.
【0003】しかしこのような転倒堰は、水路の底にゲ
ートを枢支する支えが必要であり、このため、水路の底
に段差が生じるのが避けられず、工事費も高くつく。ま
た、ゲートを上下に分け、下側ゲートに沿って上側ゲー
トが昇降するようにしたものもある。このものでは、上
側ゲートが昇降するときの摩擦力が大きく、動きが滑ら
かでない等の欠点がある。However, such a fall weir requires a support for pivotally supporting the gate at the bottom of the water channel, and therefore a step at the bottom of the water channel is inevitable and the construction cost is high. In some cases, the gate is divided into upper and lower parts, and the upper gate moves up and down along the lower gate. This type has the drawback that the friction force when the upper gate moves up and down is large and the movement is not smooth.
【0004】[0004]
【発明が解決しようとする課題】この発明は、構造が簡
単で、安くできる高さ調節式の堰を提供する。SUMMARY OF THE INVENTION The present invention provides a height adjustable weir which is simple in construction and inexpensive.
【0005】[0005]
【課題を解決するための手段】この水路堰は、水路の両
側にガイド支柱を立て、これらガイド支柱に沿って昇降
するゲート本体を設ける。このゲート本体は両耳部を残
して上部が切り欠かれており、この切り欠き部に上部ゲ
ートを転倒自在に枢支する。上部ゲートの転倒角度を大
きくして行けば、堰の高さが変わる。In this waterway weir, guide struts are erected on both sides of the waterway, and a gate body is provided which moves up and down along these guide struts. The upper part of this gate body is notched except for both ears, and the upper gate is pivotally supported in this notched part so as to be able to fall. Increasing the tipping angle of the upper gate changes the height of the weir.
【0006】ゲート本体を吊り上げるロープを、上部ゲ
ートの上部に止着すれば、ゲートが閉った後さらに該ロ
ープを弛めれば、上側堰が徐々に転倒する。If the rope for lifting the gate body is fixed to the upper part of the upper gate, and the rope is further loosened after the gate is closed, the upper weir gradually falls.
【0007】[0007]
【実施例】図面に示すように、水路1の両側にガイド支
柱2を立て、上端を梁3で結ぶ。ガイド支柱2はH形断
面であり、その上下方向の溝にゲート本体5を摺動自在
にはめ込む。ガイド支柱5との間の隙間は、ゲート本体
5の側縁にシールパッキン(図示しない)を設けて水封
する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in the drawings, guide columns 2 are erected on both sides of a water channel 1 and beams 3 are connected to the upper ends thereof. The guide column 2 has an H-shaped cross section, and the gate main body 5 is slidably fitted in the groove in the vertical direction. A gap between the guide column 5 and the guide column 5 is sealed with water by providing a seal packing (not shown) on the side edge of the gate body 5.
【0008】ゲート本体5は、両側の耳部6を残して、
上側約3分の1を切り欠き、この切り欠き部分に適合す
る形状と大きさをもった上部ゲート7をゲート本体にピ
ン9で取り付ける。上部ゲート7は、このピン9のまわ
りに回動して傾くことができる。上部ゲート7と本体ゲ
ート5の隙間はゴムシート10で水封する。The gate body 5 leaves the ears 6 on both sides,
About one-third of the upper side is cut out, and an upper gate 7 having a shape and a size adapted to the cutout portion is attached to the gate body with a pin 9. The upper gate 7 can be tilted by rotating around this pin 9. A rubber sheet 10 is used to seal the gap between the upper gate 7 and the main body gate 5 with water.
【0009】上部ゲート7が傾いたとき、ゲート本体5
との間に隙間ができないよう、ゲート本体の耳部6から
下流側に向って扇形の板11を延設する。上部ゲート7
の側縁にシールパッキン(図示しない)を設け、これが
板11に摺接するようにする。When the upper gate 7 is tilted, the gate body 5
A fan-shaped plate 11 is extended from the ears 6 of the gate main body toward the downstream side so that no gap is formed between them. Upper gate 7
A seal packing (not shown) is provided on the side edge of the plate so that the seal packing comes into sliding contact with the plate 11.
【0010】上部ゲート7の両側にそれぞれアイピース
12を固定し、各アイピースに根止めしたワイヤロープ
13は、ゲート耳部6に設けたガイドシーブ15を経由
し、さらに、梁3の上のガイドシーブ16を経て、手動
ウインチ17のドラムに巻き取る。The eye ropes 12 are fixed on both sides of the upper gate 7, and the wire ropes 13 rooted in the respective eye pieces pass through the guide sheaves 15 provided on the gate ears 6 and further on the beam 3. It winds up through 16 and the drum of a manual winch 17.
【0011】図1に鎖線で示すようにゲートが上がって
いる状態から、ウインチ17のハンドルを回してドラム
からロープ13を繰り出すと、ゲート5は自重でガイド
支柱2に沿って下降し、やがて、実線で示すようにゲー
トが水路1の底に接地する。この状態が、ゲートの背丈
が一番高い。From the state where the gate is raised as shown by the chain line in FIG. 1, when the handle of the winch 17 is turned and the rope 13 is paid out from the drum, the gate 5 descends along the guide column 2 by its own weight, and eventually, The gate contacts the bottom of the waterway 1 as shown by the solid line. This is the tallest gate.
【0012】さらにウインチ17からロープ13を繰り
出すと、上部ゲート7がピン9を中心に回動して徐々に
傾き、ゲートの背丈が低くなっていく。上部ゲートは鎖
線で示すように水平状態まで転倒できる。水路1を流れ
る水量が増えたときには、このように上部ゲート7を倒
して、ゲートの背丈を低くし、ゲートの上を水が越え易
くして、上流側の水位が異常に上がらないようにする。When the rope 13 is further extended from the winch 17, the upper gate 7 turns around the pin 9 and gradually tilts, and the height of the gate becomes smaller. The upper gate can be tumbled to a horizontal position as shown by the dashed line. When the amount of water flowing through the waterway 1 increases, the upper gate 7 is tilted in this way to reduce the height of the gate and make it easier for water to pass over the gate so that the upstream water level does not rise abnormally. .
【0013】なお、ウインチハンドルを回して上側ゲー
トを倒すとき、上側ゲートが下流側に倒れるので、大き
な力が要求されることはない。増水が止んだら、ウイン
チ17を巻き上げ、上側ゲート5を起こす(図1、図2
の実線状態)。必要に応じて、さらにウインチを巻け
ば、ゲート全体を引き上げることができる。When the winch handle is turned to tilt the upper gate, the upper gate tilts to the downstream side, so that a large force is not required. When the increase in water stops, the winch 17 is rolled up and the upper gate 5 is raised (Figs. 1 and 2).
Of the solid line). Additional winches can be used to raise the entire gate, if desired.
【0014】[0014]
【発明の効果】この発明の水路堰は、以上説明したよう
に、水路の両側にガイド支柱を立て、これらガイド支柱
に沿って昇降するゲート本体を設け、このゲート本体の
切り欠き部に上部ゲートを転倒自在に枢支したものであ
り、上部ゲートを転倒させて堰の高さが変えられる。特
に、従来の転倒ゲートのように水路の底にゲートを枢支
する支えがないので、工事費が安くでき、水路の底に段
差が生じない。As described above, in the water channel weir of the present invention, the guide pillars are set up on both sides of the water channel, and the gate main body which moves up and down along the guide pillars is provided. It is a pivotal support that can be turned over freely, and the height of the weir can be changed by turning over the upper gate. In particular, since there is no support for pivotally supporting the gate at the bottom of the water channel unlike the conventional tipping gate, the construction cost can be reduced and a step does not occur at the bottom of the water channel.
【0015】ゲート本体を吊り上げるロープを、上部ゲ
ートの上部に止着すれば、ゲートが閉った後さらに該ロ
ープを弛めるだけで上側ゲートが徐々に傾いていくの
で、駆動装置がきわめてシンプルになる。If the rope for hoisting the gate main body is fixed to the upper part of the upper gate, the upper gate will be gradually inclined only by loosening the rope after the gate is closed, so that the driving device becomes extremely simple. .
【図1】水路堰の断面図である。FIG. 1 is a cross-sectional view of a water channel weir.
【図2】上流側からみた堰の正面図である。FIG. 2 is a front view of the weir seen from the upstream side.
1 水路 2 ガイド支柱 5 ゲート本体 6 耳部 7 上部ゲート 13 ロープ 1 Waterway 2 Guide column 5 Gate body 6 Ears 7 Upper gate 13 Rope
Claims (2)
立て、これらガイド支柱に沿って昇降するゲート本体
(5)を設け、このゲート本体は耳部(6)を残して上
部が切り欠かれており、この切り欠き部に上部ゲート
(7)を転倒自在に枢支した水路堰。1. A guide strut (2) is erected on both sides of a water channel (1), and a gate main body (5) is provided which moves up and down along the guide strut. The gate main body has an ear portion (6) and an upper portion. A water channel weir that is notched and has an upper gate (7) pivotably supported in this notch.
3)を該上部ゲートの上部に止着した請求項1に記載の
水路堰。2. A rope (1) for lifting the gate body.
The water channel weir according to claim 1, wherein 3) is fixed to an upper portion of the upper gate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16614894A JPH083970A (en) | 1994-06-24 | 1994-06-24 | Water channel weir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16614894A JPH083970A (en) | 1994-06-24 | 1994-06-24 | Water channel weir |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH083970A true JPH083970A (en) | 1996-01-09 |
Family
ID=15825952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16614894A Pending JPH083970A (en) | 1994-06-24 | 1994-06-24 | Water channel weir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH083970A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6004642A (en) * | 1996-11-08 | 1999-12-21 | 3M Innovative Properties Company | Internally separable tape laminate |
JP2014125762A (en) * | 2012-12-26 | 2014-07-07 | Marsima Aqua System Corp | Tide gate |
CN106436657A (en) * | 2015-08-10 | 2017-02-22 | 日立造船株式会社 | Floating flap gate |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5490834A (en) * | 1977-12-28 | 1979-07-18 | Nishida Marine Boiler | Gate winch with flap |
JPS6226433B2 (en) * | 1979-07-27 | 1987-06-09 | Citizen Watch Co Ltd |
-
1994
- 1994-06-24 JP JP16614894A patent/JPH083970A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5490834A (en) * | 1977-12-28 | 1979-07-18 | Nishida Marine Boiler | Gate winch with flap |
JPS6226433B2 (en) * | 1979-07-27 | 1987-06-09 | Citizen Watch Co Ltd |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6004642A (en) * | 1996-11-08 | 1999-12-21 | 3M Innovative Properties Company | Internally separable tape laminate |
JP2014125762A (en) * | 2012-12-26 | 2014-07-07 | Marsima Aqua System Corp | Tide gate |
CN106436657A (en) * | 2015-08-10 | 2017-02-22 | 日立造船株式会社 | Floating flap gate |
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