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JPH09221736A - Flap gate - Google Patents

Flap gate

Info

Publication number
JPH09221736A
JPH09221736A JP5395996A JP5395996A JPH09221736A JP H09221736 A JPH09221736 A JP H09221736A JP 5395996 A JP5395996 A JP 5395996A JP 5395996 A JP5395996 A JP 5395996A JP H09221736 A JPH09221736 A JP H09221736A
Authority
JP
Japan
Prior art keywords
water
door
door body
gate
housing chamber
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
JP5395996A
Other languages
Japanese (ja)
Inventor
Tokio Ueda
十喜雄 上田
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.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP5395996A priority Critical patent/JPH09221736A/en
Publication of JPH09221736A publication Critical patent/JPH09221736A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a gate which eliminates the need for a high rigid door resisting against the strength of a water current and a water pressure and which is economic and advantageous due to low manufacturing cost and practically free of engagement with a foreign matter and troubleshoots the solution of maintenance hazards demanded by prior art technology although it is based on a principle which houses the door on the bottom of a tailrace. SOLUTION: As a basic structure, a door 2 whose cross section is practically fan- shaped, is turned, centering a fulcrum 24 provided near the bottom of a downstream side water current 12, thereby opening and closing a tailrace. A housing chamber 4, which houses the door 2 when it is turned over and a hydraulic cylinder 3, is recessively provided below the bottom 13 of the tailrace 1. There are provided a water conveyance pipeline which maintains the water tightness of the housing chamber 4 and communicates the housing chamber 4 with an upstream side water current 11 openably and a drain device 6 of filled water. When the housing chamber 4 is filled with water, the water pressure in the tailrace 1 is balanced separated from the door 2. If an external force is reduced to a considerable extent, earth and sand or the like are pushed with the water pressure so that engagement force may be lost, thereby troubleshooting the hazards. Only in the case of inspection or repair, filled water is drained from the housing chamber 4, thereby forming a hollow chamber.

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】この発明は、放水路たとえ
ば、通常の河川における水位調整用や、洪水調整ダムの
常時満水位レベルに設けたセクターゲートなどの起伏ゲ
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 spillway, for example, an undulating gate for adjusting the water level in a normal river or a sector gate provided at a constant water level of a flood adjusting dam.

【0002】[0002]

【従来の技術】通常、平野部、都市部などを流下する河
川では、100mにおよぶ河幅を横切って起伏ゲートを
設け、起伏ゲートの扉体を所望の角度に起立して流下す
る河川の水を堰き止めたり、先端から越流させて水位を
調整する方式を採ることが多いが、この場合には全河幅
100mをたとえば、5分割して1門20m幅の起伏ゲ
ートを5門として、河川の流下水位を幅全部に亘って調
整すると共に、雨季などの増水時の洪水に備えた水利設
備として、多くの箇所で安全な市民生活を担保するため
に設置されている。
2. Description of the Related Art Generally, in rivers flowing down plains, urban areas, etc., an undulating gate is provided across a river width of 100 m, and the water of the river flowing down by standing the door body of the undulating gate at a desired angle. In many cases, a method of adjusting the water level by blocking the river or overflowing from the tip is used, but in this case, the total river width of 100 m is divided into, for example, 5 and there are 5 rugged gates with a width of 20 m per gate. The water level of the river is adjusted over the entire width, and it is installed in many places to ensure a safe civic life as a irrigation facility to prepare for floods when the water level increases during the rainy season.

【0003】一方、洪水調整ダムなどの水位調整機能と
しては、ダム本体頂部に設けた洪水吐ゲートの開閉で対
応するが、雨季、融雪など増水する時機を見越して常時
満水位を設定し、この水位に保って接近する増水期に具
える体制を整えることが合理的であるとされ、ダム本体
下部に設けた放水管からの放水によってこの常時満水位
を維持するようにしている。
On the other hand, as a water level adjusting function of a flood adjusting dam or the like, opening / closing of a spillway gate provided at the top of the dam body is used. It is considered rational to maintain a system to maintain the water level and to prepare for the approaching flooding period, and the water is discharged from the water discharge pipe provided at the bottom of the dam body to maintain the full water level at all times.

【0004】洪水調整ダムの場合には、常時満水位を保
つ水位となるように放水をしているから、この水位の水
面には上流側からの流着物が貯溜するということが避け
られないし、下流側では表面水を流下することが強く要
望されているので、常時満水位付近へ余水吐用の放水路
を設け、該放水路を開閉するセクターゲートを設ける型
式が提案され、課題の解決に繋がっている。
In the case of the flood control dam, since water is discharged so that the water level is always kept at a full level, it is unavoidable that the influx from the upstream side accumulates on the water surface at this water level. Since there is a strong demand for surface water to flow down on the downstream side, a model has been proposed in which a spillway for spillway is always provided near the full water level, and a sector gate for opening and closing the spillway is provided. Connected to.

【0005】この余水吐用放水路の起伏ゲートとして
は、当初は慣用化した他の起伏ゲートと同様に、放水路
の天井側へ凹設した格納室内に、扉体の端部を中心とし
て回動させ扉体を収容していたが、放水路内でゲートを
少し開放した状態の放流時には、扉体前面のスキンプレ
ートの下部へ浮遊する塵芥が引っ掛かって流下できない
ことが課題となり、円滑な操作ができるゲートが待望さ
れていた。
As an undulating gate for the spillway for spillage, like the other undulating gates that have been commonly used at the beginning, the end of the door body is centered in the storage room recessed toward the ceiling side of the spillway. Although the door was housed by rotating it, when discharging the gate with the gate slightly opened in the discharge channel, the problem was that dust floating on the bottom of the skin plate on the front of the door could be caught and could not flow down. There was a long-awaited operation gate.

【0006】実公昭58−53311号公報に開示する
従来技術では、この課題の改善を目的として、図5に示
すような起伏ゲートを提起している。図において、余水
吐用の放水路1aの中間に介装する起伏ゲートの扉体2
aは、放水路の横幅とほぼ等しい幅で、断面が円弧形の
スキンプレート21aと、その両側から後方へ伸びる側
部整流板22aと、スキンプレートと側部整流板の上縁
面とを繋ぐ上部整流板23aとで断面を扇形に形成し、
下流側水路の底面付近に設けた支点24aを中心に回動
して放水路1aを開閉する。その特徴は、放水路を開く
ために転倒するときの扉体を収容する下部ゲート室(格
納室)4aを放水路の底面より下方に凹設し、この下部
ゲート室4a内へは、ゲートを起伏するための油圧シリ
ンダー3aを設置し、かつ、放水路から漏水のないよう
に扉体の外周と放水路との境界面や、回動する支点24
aの周囲に水密パッキンを添着して流水の侵入を完全に
阻止したことにある。この構成の結果流水は、扉体を少
し引き下げることによって越流し、浮遊する塵芥の円滑
な流出ができる。また、扉体を完全に引上げることによ
って余水吐用放水路を完全に閉塞し、一方、扉体を下部
ゲート室4a内に完全に収容することによって洪水吐を
行なうことができたと謳っている。
The prior art disclosed in Japanese Utility Model Publication No. 58-53311 proposes an undulating gate as shown in FIG. 5 for the purpose of improving this problem. In the figure, a door body 2 of an undulating gate interposed in the middle of a spillway 1a for spillway
a is a width substantially equal to the lateral width of the discharge channel, and includes a skin plate 21a having an arc-shaped cross section, side rectifying plates 22a extending rearward from both sides thereof, and an upper edge surface of the skin plate and the side rectifying plate. A cross section is formed into a fan shape with the upper straightening vane 23a to be connected,
The water discharge channel 1a is opened and closed by rotating around a fulcrum 24a provided near the bottom surface of the downstream water channel. The feature is that a lower gate chamber (storage room) 4a for accommodating the door when it falls to open the discharge channel is recessed below the bottom surface of the discharge channel, and a gate is inserted into this lower gate chamber 4a. A hydraulic cylinder 3a for ups and downs is installed, and a boundary surface between the outer periphery of the door body and the water discharge passage and a rotating fulcrum 24 so as to prevent water leakage from the water discharge passage.
This is because a watertight packing was attached to the periphery of a to completely prevent the inflow of running water. As a result of this configuration, the running water overflows by pulling down the door a little, and the floating dust can be smoothly discharged. Also, it is said that the spillway for spillway was completely closed by completely pulling up the door body, while the spillway could be performed by completely housing the door body in the lower gate chamber 4a. There is.

【0007】[0007]

【発明が解決しようとする課題】しかし、この改善され
た起伏ゲートでも前記の河川ゲートや洪水吐ゲートに適
用すれば、深刻な別の課題が認められる。すなわち、こ
の型式であればゲート開の場合には放水路の水勢、水圧
が前面のスキンプレートを押圧し、ゲート閉の場合にも
スキンプレートの上面を流下する流水の全重量が負荷す
るから、その外力に耐えるだけの高剛性の扉体構造が必
須の条件となる。また、下部ゲート室4a内で扉体を支
持する油圧シリンダー3aには、流水の水圧とゲートの
全重量が常に加わるから、大きい駆動力がなければ能力
が不足して十分な機能の維持が図れない虞れがある。ま
た、水圧や自重が大きいために油圧シリンダーのシール
部、油圧配管、油圧装置などの油漏れを引き起こしやす
く、一旦油漏れが始まるとゲートが自重降下して流量を
不安定に変動する虞れもあり、ゲートの機能に対する信
頼性が低下する原因となり兼ない。
However, even if this improved undulating gate is applied to the above-mentioned river gate or spillway gate, another serious problem is recognized. That is, in this type, when the gate is open, the water force of the discharge channel, the water pressure presses the front skin plate, and even when the gate is closed, the total weight of the running water flowing down the upper surface of the skin plate is loaded, A highly rigid door structure that can withstand the external force is an essential condition. Further, since the hydraulic pressure of running water and the total weight of the gate are constantly added to the hydraulic cylinder 3a that supports the door in the lower gate chamber 4a, the capacity is insufficient and a sufficient function can be maintained unless a large driving force is applied. There is a fear that it will not. Also, since the water pressure and its own weight are large, it is easy to cause oil leaks in the hydraulic cylinder seals, hydraulic pipes, hydraulic devices, etc. Once the oil leak begins, the gate may drop by its own weight and the flow rate may fluctuate unstablely. There is also a possibility that the reliability of the function of the gate is lowered.

【0008】下部ゲート室内へ放水路からの浸水を防止
するために、扉体と放水路の境界面に接する部分、たと
えば、扉体前面のスキンプレート21aと上流側水路、
上部整流板23aと下流側水路との接点には、それぞれ
止水ゴム101、102を介装し、スキンプレートの両
側の側部整流板22aと放水路内壁面との接触面には止
水ゴム103がそれぞれ添着してするが、この止水ゴム
の取り付け面にも強い水圧が働くから、河川用起伏ゲー
トであれば放水路底面に堆積した土砂などが、あるい
は、ダムのセクターゲートであれば水中に浮遊する塵芥
などが噛み込む可能性が高く、噛み込めばシール作用が
低下して下部ゲート室内へ漏水が始まったり、噛み込ん
だままで摺動すれば、止水ゴムが損傷してさらに漏水に
拍車を掛けることになり悪循環を生じるなど、ゲート開
閉機能に悪影響を及ぼす危険性が高く、放水路の保全管
理に大きな負担を強いることは避け難い。
In order to prevent water from entering the lower gate chamber from the water discharge channel, a portion in contact with a boundary surface between the door body and the water discharge channel, for example, a skin plate 21a on the front surface of the door body and an upstream water channel,
Water-stop rubbers 101 and 102 are provided at the contact points between the upper straightening vane 23a and the downstream water passage, respectively, and the water-stopping rubber is provided on the contact surface between the side straightening vanes 22a on both sides of the skin plate and the inner wall surface of the discharge passage. Although 103 are attached respectively, strong water pressure also acts on the mounting surface of this waterproof rubber, so if it is an undulating gate for rivers, the earth and sand accumulated on the bottom of the discharge channel, or if it is a sector gate of a dam. Dust particles floating in the water are likely to be caught, and if caught, the sealing function will decrease and water leakage will start in the lower gate room, or if sliding while caught, the waterproof rubber will be damaged and further water leakage will occur. There is a high risk of adversely affecting the gate opening / closing function, such as spurring on the road and creating a vicious circle, and it is inevitable that a heavy burden will be imposed on the maintenance management of the discharge channel.

【0009】この発明は以上の課題を解決するために、
放水路の底面に扉体を収容する原則に立ちながらも水
勢、水圧に対抗するための高剛性の扉体とする必要がな
く、製作コストが低いため経済的に有利であり、しかも
異物の噛み込みに煩わされる虞れが小さいため、日常の
メンテナンス面など従来技術の課題を解決する起伏ゲー
トを提供する。
In order to solve the above problems, the present invention provides
It is economically advantageous because the manufacturing cost is low because there is no need to use a highly rigid door body to counter water pressure and water pressure, even though it is based on the principle that the door body is housed on the bottom of the discharge channel. (EN) An undulating gate that solves the problems of the prior art such as daily maintenance because it is less likely to be complicated.

【0010】[0010]

【課題を解決するための手段】この発明に関する起伏ゲ
ートは、放水路1に介装している断面がほぼ扇形の扉体
2を、下流側水路12の底面付近に設けた支点24を中
心に回動して放水路1を開閉し、かつ、転倒時の扉体2
と、該扉体の起伏用の油圧シリンダー3を収容する格納
室4を、放水路1の底面13より下方に凹設した構成を
前提とし、さらに、扉体2と放水路1との境界面部へ摺
動自在に止水部を介装して格納室4の水密性を維持し、
前記格納室4と上流側水路11とを開閉自在に連通する
導水管5と、該格納室4内の充水を排出する排水装置6
を作動自在に具えたことを構成上の特徴とする。
In the undulating gate according to the present invention, a door body 2 having a substantially fan-shaped cross section which is interposed in a discharge channel 1 is centered around a fulcrum 24 provided near a bottom surface of a downstream channel 12. Swing to open and close the water discharge channel 1 and the door body 2 at the time of fall
And a storage chamber 4 for accommodating the hydraulic cylinder 3 for ups and downs of the door body is assumed to be recessed below the bottom surface 13 of the water discharge passage 1, and further, a boundary surface portion between the door body 2 and the water discharge passage 1 Sliding freely to maintain the watertightness of the storage chamber 4
A water conduit 5 that opens and closes the storage chamber 4 and the upstream water passage 11 and a drainage device 6 that discharges the filled water in the storage chamber 4.
It is characterized by the fact that it is equipped so that it can be operated.

【0011】この構成によって、扉体を起立して放水路
を閉じていても、転倒して開いていても、扉体を収容し
ている格納室内へ上流側水路と導水管を開いて連通して
充水しておけば、格納室内は扉体を隔てて放水路の水圧
とバランスした状態となり、扉体に加わる外力は従来に
比べると遥かに軽減される。また、強い水圧があればシ
ール面への土砂、塵芥の噛み込む原因となり、格納室へ
漏水の虞れが強かったが、格納室内と外部の放水路とが
圧力的にバランスすれば、接触面、接続線などの境界部
へ押し込む力が消滅するから、たとえば上流側水路の底
面に土砂などが堆積していても、水圧に押され噛み込む
力が失われることによって、前記の課題を解決する。
With this structure, whether the door is standing upright to close the water discharge passage or it is inverted and opened, the upstream water passage and the water conduit are opened and communicated with the storage chamber containing the door. If the water is replenished with water, the containment chamber will be in a state of being balanced with the water pressure of the discharge channel by separating the door body, and the external force applied to the door body will be much reduced compared to the conventional case. Also, if there is a strong water pressure, it may cause dirt and dust to be caught in the sealing surface, and there was a strong risk of water leakage into the storage room.However, if the storage room and the external drainage channel are pressure balanced, the contact surface , Because the force pushing into the boundary part such as the connecting line disappears, even if, for example, the earth and sand are accumulated on the bottom surface of the upstream water channel, the force pushed by the water pressure loses the biting force, thereby solving the above problem .

【0012】格納室内の油圧シリンダーの点検や修理な
どの必要が生じたときには、扉体が起立、転倒いずれの
場合でも導水管を閉塞し格納室内に充満している水を排
出装置にて排出すれば、放水路と扉体の境界面にはパッ
キン(止水ゴム)の止水作用にて室内への浸水が阻止さ
れ、排水が進行して中空状態となるから、作業員が入室
して必要な室内作業が可能となる。
When it is necessary to inspect or repair the hydraulic cylinders in the storage room, the water pipe is closed and the water filling up the storage room is discharged by the drainage device regardless of whether the door is standing or falling. For example, at the interface between the discharge channel and the door body, the packing (sealing rubber) prevents water from entering the room and the drainage progresses to a hollow state. Various indoor work becomes possible.

【0013】[0013]

【発明の実施の形態】この発明の実施形態を図に基づい
て説明する。図1は起伏ゲートの側面断面図で、放水路
内に扉体が起立して設計洪水時(水位Z)の調整を行な
っている状態を示し、図2は図1のN−N断面を示して
いる。さらに、図3は同じ実施形態で扉体を転倒させ放
水路が開いて、全水量を下流側水路へ放流している状態
である。扉体2は放水路の横幅とほぼ等しい幅で、上流
側水路に直面する断面が円弧形のスキンプレート21
と、放水路にほぼ隣接するように、該スキンプレートの
両側から後方へ伸びている側部整流板22と、スキンプ
レートの上縁と側部整流板の上縁とを溶接で接続した上
部整流板23とで断面形状を扇形に形成し、扇の要に相
当するヒンジ部25内に支点24を設けて、起伏ゲート
の格納室4の下流側で、該支点24を中心として回動自
在に軸支する。スキンプレート21は図1のように上流
側水路に面し、通常の水位Yレベルでは堰の役割を果た
し、水位が上昇してZレベルに達すると越流水は、下流
側水路へ流下する。たとえば、全幅100mにも及ぶ河
川を5門に分割した起伏ゲートであれば、各単独の起伏
ゲートの幅は20m、側部整流板の全長は7〜10mに
も達し、最高の越流高さを水底から3mに設定したとき
には、一門当たりの総重量も160t程の設備になり、
常に流水中へ浸漬状態に置かれる使用条件からすれば、
扉体は全部ステンレス製の溶接構造で形成することが望
ましい。
DETAILED DESCRIPTION OF THE INVENTION An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a side sectional view of the undulating gate, showing a state in which a door stands upright in the discharge channel to adjust the design flood (water level Z), and FIG. 2 shows a NN cross section of FIG. ing. Further, FIG. 3 shows a state in which the door body is overturned to open the discharge channel in the same embodiment, and the total amount of water is discharged to the downstream side channel. The door body 2 has a width substantially equal to the lateral width of the discharge channel, and a skin plate 21 having an arc-shaped cross section facing the upstream side channel.
And a side rectifying plate 22 extending rearward from both sides of the skin plate so as to be substantially adjacent to the water discharge channel, and an upper rectifying member in which an upper edge of the skin plate and an upper edge of the side rectifying plate are connected by welding. A cross-sectional shape is formed in a fan shape with the plate 23, and a fulcrum 24 is provided in a hinge portion 25 corresponding to the corner of the fan so that it can rotate around the fulcrum 24 on the downstream side of the storage chamber 4 of the undulating gate. Pivot. The skin plate 21 faces the upstream side water channel as shown in FIG. 1, plays a role of a weir at a normal water level Y level, and when the water level rises to reach the Z level, the overflow water flows down to the downstream side water channel. For example, in the case of an undulating gate that divides a river with a total width of 100 m into 5 gates, the width of each individual undulating gate is 20 m, the total length of the side baffles reaches 7 to 10 m, and the maximum overflow height. When set to 3m from the bottom of the water, the total weight per gate will be about 160t,
In view of the usage conditions that are always immersed in running water,
It is desirable that the door body is entirely made of a welded structure made of stainless steel.

【0014】格納室4には扉体の駆動用に油圧シリンダ
ー3を取り付け、、前記の起伏ゲート駆動用であるか
ら、油圧シリンダーも巨大な能力が必要となるが、図2
のように扉体4の横幅方向に対称的に2セットの最大能
力約150tの油圧シリンダーを設けている。油圧シリ
ンダー3の下部には格納室4の底部に固設したブラケッ
ト31とピン32で連結し、上部は扉体に連結している
ピン33に、該油圧シリンダー3の上端部に固着してい
るフォークエンド26が、該ピン33と回動自在として
いる。ピンと接触するフォークエンド内面は、非給油式
の焼結合金軸受など水中に浸漬した状態でも円滑な回動
ができるように、特殊な潤滑機能を果たす部材で構成す
ることは言うまでもない。油圧シリンダー3の上下方向
への作動によって支点24を中心として扉体2が揺動回
転して水流の調整を行なう。河川やダムに設けた放水路
内の全水量を放出する場合には、油圧シリンダー3をス
トロークの最短まで縮めて扉体2を完全に格納室4内へ
引き込み、図3のように上部整流板23は、ほぼ放水路
の底面と同レベルとなって流路を連続させる。
Since a hydraulic cylinder 3 is attached to the storage chamber 4 for driving the door and is used for driving the undulating gate, the hydraulic cylinder also needs a huge capacity.
As described above, two sets of hydraulic cylinders having a maximum capacity of about 150 t are provided symmetrically in the lateral direction of the door body 4. A bracket 31 fixed to the bottom of the storage chamber 4 is connected to the lower part of the hydraulic cylinder 3 by a pin 32, and an upper part is fixed to a pin 33 connected to the door body at the upper end of the hydraulic cylinder 3. The fork end 26 is rotatable with the pin 33. It goes without saying that the inner surface of the fork end, which comes into contact with the pin, is made of a member such as a non-lubricated sintered alloy bearing that fulfills a special lubricating function so that it can rotate smoothly even when immersed in water. When the hydraulic cylinder 3 is operated in the vertical direction, the door 2 swings around the fulcrum 24 to adjust the water flow. When discharging the total amount of water in the discharge channel provided in a river or dam, the hydraulic cylinder 3 is contracted to the shortest stroke and the door body 2 is completely drawn into the storage chamber 4, and as shown in FIG. The line 23 is almost at the same level as the bottom surface of the discharge channel and makes the flow channel continuous.

【0015】油圧シリンダーは、定常的な使用条件では
格納室内に水没した状態であるから、扉体と同様にステ
ンレス製であり付帯するフォークエンドやピンなどもす
べてステンレス製とするか、またはCr鍍金による保護
膜で表面を形成して耐食性に万全を期すことが望まし
い。
Since the hydraulic cylinder is submerged in the storage chamber under a constant use condition, it is made of stainless steel like the door body, and the attached fork ends and pins are also made of stainless steel, or are plated with Cr. It is desirable to form a surface with a protective film to protect the corrosion resistance.

【0016】扉体の姿勢の如何に拘らず、通常の流れに
おいては格納室4へ連通する導水管のバルブ51を開い
て上流側水路から水を引き込み、扉体の裏側と格納室内
を上流側水路と同一レベルの水位まで充水している。こ
の結果、上流側水路の水圧と格納室の充水とがバランス
し、扉体へ加わる水圧による負荷は大幅に軽減されるの
で、扉体の剛性も大きく設計する必要がなくなり、大胆
な軽量化が実現し製作費の大幅な低減が可能となる。前
記の通り大規模な河川やダムを対象とするときには、扉
体がきわめて巨大化することは避けられないから、その
中にあって大幅な軽量化が実現するので、社会的にきわ
めて重要な貢献に繋がることは言うまでもない。一方、
扉体を支える油圧シリンダー3に対しても従来より遥か
に低い負荷しか掛からないから、小型の油圧シリンダー
で一定位置を保持できるという大きなメリットをもたら
すと共に、油圧シリンダーのシール部、油圧配管、油圧
装置の何れも負荷が小さいために油漏れの可能性が低く
なり、従来のような自重降下の虞れが解消する。
Regardless of the posture of the door body, in a normal flow, the valve 51 of the water conduit that communicates with the storage chamber 4 is opened to draw water from the upstream water passage, and the back side of the door body and the storage chamber are located upstream. It is filled to the same level as the waterway. As a result, the water pressure of the upstream water channel and the water filling of the containment chamber are balanced, and the load due to the water pressure applied to the door body is greatly reduced, so there is no need to design the rigidity of the door body too much, and it is bold and lightweight. Will be realized and the production cost will be significantly reduced. As mentioned above, when targeting large-scale rivers and dams, it is inevitable that the door body will become extremely large, so a significant weight reduction will be realized in it, so it will be a very important contribution to society. Needless to say that it leads to. on the other hand,
Since the load applied to the hydraulic cylinder 3 that supports the door body is much lower than that of the conventional one, it brings about a great advantage that a small hydraulic cylinder can hold a fixed position, and at the same time, the seal portion of the hydraulic cylinder, the hydraulic pipe, and the hydraulic device. In each case, since the load is small, the possibility of oil leakage is reduced, and the conventional fear of weight drop is eliminated.

【0017】また、定常的な使用状態では格納室4の充
水と水路の水とが圧力的にバランスしているから、放水
路の内面と扉体の外周面間に添着した止水部材の接触面
へ土砂や塵芥の噛み込む虞れがなくなり、シール作用が
常に維持され、止水部材が噛み込みによって損傷を起こ
すこともなくなる。たとえば、図1のように扉体が起立
した上流側水路の底面付近には、上流から流下してきて
堰止められた土砂Aが堆積しているが、スキンプレート
を隔てた内外面の水圧はほぼ拮抗しているから、土砂が
積極的に水密パッキン71とスキンプレート21の境界
面へ圧入するだけの強制力は現われない。
Further, in a steady use state, the water in the storage chamber 4 and the water in the water channel are pressure balanced, so that the water blocking member attached between the inner surface of the water discharge channel and the outer peripheral surface of the door body. There is no risk of dirt or dust getting caught in the contact surface, the sealing action is always maintained, and the water blocking member is not damaged by being caught. For example, as shown in FIG. 1, near the bottom of the upstream water channel where the door stands up, sediment A that has flowed down from the upstream and is blocked is accumulated, but the water pressure on the inner and outer surfaces across the skin plate is almost the same. Since they are in opposition to each other, the compulsive force for press-fitting the earth and sand into the boundary surface between the watertight packing 71 and the skin plate 21 does not appear.

【0018】起伏ゲートの点検、油圧シリンダーの補修
などの必要が生じたときには、作業員が格納室4内へ進
入して作業ができるように、充満している水を排出し中
空状態としなければならない。その場合は上流側水路と
連通している導水管のバルブ51を室外からの遠隔操作
(たとえば電動機の作動)で閉じ、つぎに排水装置を作
動する。図3の例では排水ポンプ61を外部からの遠隔
操作(電動機の作動)で運転を始動し、排水管62を通
って図示しない下流側水路へ排水し、室内の水をすべて
排除して中空状態とする。
When it is necessary to inspect the undulating gate or repair the hydraulic cylinder, the filled water must be discharged so that the worker can enter the storage chamber 4 to perform work. I won't. In that case, the valve 51 of the water conduit that communicates with the upstream water channel is closed from the outside by remote operation (for example, operation of the electric motor), and then the drainage device is operated. In the example of FIG. 3, the drainage pump 61 is started from the outside by remote operation (operation of the electric motor), drained to the downstream water passage (not shown) through the drainage pipe 62, and all the water in the room is removed to leave a hollow state. And

【0019】中空状態となった格納室4内へ放水路から
浸水することがないように、扉体と放水路間には止水部
7が介装されている。止水の態様は特に限定する必要も
ないが、図の形態を例として説明する。図1または図3
のように扉体が上流側水路と下流側水路と接する部分に
は、放水路の全横幅に亘って水密パッキン71および7
2が取り付けられている。詳しくは図4(A)のよう
に、上流側水路に接する格納室4の上部側面41に設け
たパッキン保持アーム73により複数の水密パッキン7
1を、扉体2のスキンプレート21の表面と摺動自在に
圧接するように保持し、下流側は図4(B)のように、
下流側水路に接する格納室4の上部側面42に設けたパ
ッキン保持アーム74により複数の水密パッキン72
を、扉体のヒンジ部25の表面と摺動自在に圧接するよ
うに保持することにより、格納室への漏水を防御してい
る。なお、格納室の水と空気の置換は、図示を省略した
が適宜の空気穴を通じて円滑に進行させることは言うま
でもない。
A water stop portion 7 is interposed between the door body and the water discharge passage so as to prevent water from entering the hollow storage chamber 4 through the water discharge passage. Although the mode of stopping water is not particularly limited, the form of the drawing will be described as an example. 1 or 3
In the portion where the door body is in contact with the upstream water channel and the downstream water channel, the watertight packings 71 and 7 are provided over the entire lateral width of the discharge channel.
2 are installed. More specifically, as shown in FIG. 4 (A), a plurality of watertight packings 7 are provided by packing holding arms 73 provided on the upper side surface 41 of the storage chamber 4 in contact with the upstream water channel.
1 is held so as to slidably press contact with the surface of the skin plate 21 of the door body 2, and the downstream side is as shown in FIG. 4 (B).
A plurality of watertight packings 72 are provided by the packing holding arm 74 provided on the upper side surface 42 of the storage chamber 4 which is in contact with the downstream water channel.
Is held so as to be slidably pressed against the surface of the hinge portion 25 of the door body, thereby preventing water leakage to the storage chamber. It is needless to say that the replacement of water with air in the storage chamber is smoothly carried out through an appropriate air hole, though not shown.

【0020】一方、図2のように扉体両側面を構成する
側部整流板22の側面には、全面に水密パッキン75を
添着して相接する放水路の側面14との間の水密を維持
する。扉体が揺動回転して起伏するときも常に摺動して
圧接し、格納室と放水路との水の連通を断つから、格納
室は必要に応じて充水を排除し、前記の動作と相俟って
中空状態にすることができる。
On the other hand, as shown in FIG. 2, a watertight packing 75 is attached to the entire side surfaces of the side straightening vanes 22 constituting the both side surfaces of the door body so that watertightness is maintained between the side surfaces 14 of the discharge channel. maintain. Even when the door swings and rotates and rises and falls, it always slides and presses against it, cutting off the communication between the storage chamber and the discharge channel. Together with this, it can be made hollow.

【0021】[0021]

【発明の効果】以上の通りこの発明に関する起伏ゲート
は、水勢、水圧による負荷が従来技術よりも遥かに小さ
いから、扉体自体の剛性も小さくて足り軽量化が図られ
る。このことは同時に油圧シリンダーの能力も低レベル
に落とし得ることに繋がり、施設全体の軽量化、小型化
に通じるから、設備費用が低減されて経済的な利点は大
きい。また、油圧シリンダーの各構成部分などに対する
水圧による負荷も軽減するから、駆動機能に悪影響を及
ぼす虞れがなくなり、ゲート開閉機能の信頼性を向上す
る効果をもたらす。さらに、土砂や塵芥などの異物が扉
体と放水路の境界面部分に噛み込むことが激減するか
ら、止水部分の損傷が少なくなって止水機能が長く維持
され、メンテナンス面での負担も著しく軽くなる効果も
ある。
As described above, in the undulating gate according to the present invention, the load due to the water pressure and water pressure is much smaller than that of the prior art, so that the rigidity of the door itself is small and the weight can be sufficiently reduced. At the same time, the capacity of the hydraulic cylinder can be lowered to a low level, which leads to weight reduction and downsizing of the entire facility, which leads to a reduction in facility cost and a great economic advantage. Further, since the load of water pressure on each component of the hydraulic cylinder is reduced, there is no fear that the drive function will be adversely affected, and the reliability of the gate opening / closing function is improved. In addition, foreign matter such as dirt and dust will be drastically reduced from being caught in the boundary surface between the door and the discharge channel, which will reduce damage to the water blocking part, maintain the water blocking function for a long time, and reduce the maintenance burden. It also has the effect of making it significantly lighter.

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

【図1】本発明の実施の形態を示す側面断面図である。FIG. 1 is a side sectional view showing an embodiment of the present invention.

【図2】図1のN−N断面図である。FIG. 2 is a sectional view taken along line NN of FIG.

【図3】同じ実施形態の図1とは別の状態を示す側面断
面図である。
FIG. 3 is a side sectional view showing a state different from that of FIG. 1 of the same embodiment.

【図4】止水部のうち、二要部の側面断面を(A)
(B)で示す。
FIG. 4 is a cross-sectional side view of two main parts of the water stop part (A).
It shows with (B).

【図5】従来技術を示す側面断面図である。FIG. 5 is a side sectional view showing a conventional technique.

【符号の説明】[Explanation of symbols]

1 放水路 2 扉体 3 油圧シリンダー 4 格納室 5 導水管 6 排水装置 7 止水部 11 上流側水路 12 下流側水路 13 水路底面 14 水路側面 21 スキンプレート 22 側部整流板 23 上部整流板 24 支点 31 ブラケット 41 上部側面(上流側) 42 上部側面 (下流側) 51 バルブ 61 排水ポンプ 62 排水管 71 水密パッキン(上流側) 72 水密パッキン(下流側) 75 水密パッキン(側部整流板) 1 Drainage channel 2 Door body 3 Hydraulic cylinder 4 Storage room 5 Conduit pipe 6 Drainage device 7 Water stop part 11 Upstream channel 12 Downstream channel 13 Channel bottom 14 Channel side 21 Skin plate 22 Side baffle plate 23 Upper baffle plate 24 Support point 31 Bracket 41 Upper side surface (upstream side) 42 Upper side surface (downstream side) 51 Valve 61 Drain pump 62 Drain pipe 71 Watertight packing (upstream side) 72 Watertight packing (downstream side) 75 Watertight packing (side straightening plate)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 放水路1に介装している断面がほぼ扇形
の扉体2は、下流側水路12の底面付近の支点24を中
心に回動して放水路1を開閉し、かつ、転倒時の扉体2
と、該扉体2の起伏用の油圧シリンダー3を収容する格
納室4を、放水路1の底面13より下方に凹設した起伏
ゲートにおいて、扉体2と放水路1との境界面部へ摺動
自在に止水部7を介装して格納室4の水密性を維持し、
前記格納室4と上流側水路11とを開閉自在に連通する
導水管5と、該格納室4内の充水を排出する排水装置6
を作動自在に具えたことを特徴とする起伏ゲート。
1. A door body 2 having a substantially fan-shaped cross section interposed in a water discharge channel 1 rotates around a fulcrum 24 near a bottom surface of a downstream water channel 12 to open and close the water discharge channel 1, and Door body 2 at the time of fall
And the storage chamber 4 accommodating the hydraulic cylinder 3 for undulating the door body 2 is slid to the boundary surface portion between the door body 2 and the water discharge passage 1 at the undulating gate recessed below the bottom surface 13 of the water discharge passage 1. Maintaining the watertightness of the storage chamber 4 by movably interposing the water blocking part 7,
A water conduit 5 that opens and closes the storage chamber 4 and the upstream water passage 11 and a drainage device 6 that discharges the filled water in the storage chamber 4.
An undulating gate characterized by being equipped with a freely operable.
JP5395996A 1996-02-15 1996-02-15 Flap gate Pending JPH09221736A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5395996A JPH09221736A (en) 1996-02-15 1996-02-15 Flap gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5395996A JPH09221736A (en) 1996-02-15 1996-02-15 Flap gate

Publications (1)

Publication Number Publication Date
JPH09221736A true JPH09221736A (en) 1997-08-26

Family

ID=12957240

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5395996A Pending JPH09221736A (en) 1996-02-15 1996-02-15 Flap gate

Country Status (1)

Country Link
JP (1) JPH09221736A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002016698A1 (en) * 2000-08-21 2002-02-28 Rubicon Research Pty Ltd Control gates
JP2005290876A (en) * 2004-03-31 2005-10-20 Mizota Corp Gate facility with movable channel bed
US7152001B2 (en) 2001-03-02 2006-12-19 Rubicon Research Pty. Ltd. Fluid regulation
KR100778151B1 (en) * 2006-09-29 2007-11-22 (주)동림산업 Movable fishway
CN102268865A (en) * 2011-06-10 2011-12-07 天津大学 Eccentric, hingeless and arc-shaped steel gate structure
CN105019409A (en) * 2015-06-11 2015-11-04 彭国洪 Concealed type cut-off dam for military defense
CN106638492A (en) * 2016-11-17 2017-05-10 安徽艺河智能活动坝科技有限公司 Manual unlocking device for movable dam supporting rod
CN108612037A (en) * 2018-06-14 2018-10-02 国电南瑞科技股份有限公司 A kind of method and its system determining river bed reference elevation based on big cross section measurement data
CN113062280A (en) * 2021-03-08 2021-07-02 长江勘测规划设计研究有限责任公司 Arc-shaped valve cap door device opened and closed by water power and using method thereof
CN114150646A (en) * 2021-11-08 2022-03-08 长江三峡通航管理局 Ship lock reverse arc-shaped valve top water pressure plate structure and using method

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7461999B2 (en) 2000-08-21 2008-12-09 Rubicon Research Pty, Ltd. Flow measurement and control
EA005354B1 (en) * 2000-08-21 2005-02-24 Рубикон Ресерч Пти. Лтд. Control gates
US7614824B2 (en) 2000-08-21 2009-11-10 Rubicon Research Pty, Ltd. Control gates
US7083359B2 (en) 2000-08-21 2006-08-01 Rubicon Research Pty. Ltd. Control gates
WO2002016698A1 (en) * 2000-08-21 2002-02-28 Rubicon Research Pty Ltd Control gates
US7244078B2 (en) 2000-08-21 2007-07-17 Rubicon Research Pty, Ltd. Control gates
US7152001B2 (en) 2001-03-02 2006-12-19 Rubicon Research Pty. Ltd. Fluid regulation
JP2005290876A (en) * 2004-03-31 2005-10-20 Mizota Corp Gate facility with movable channel bed
KR100778151B1 (en) * 2006-09-29 2007-11-22 (주)동림산업 Movable fishway
CN102268865A (en) * 2011-06-10 2011-12-07 天津大学 Eccentric, hingeless and arc-shaped steel gate structure
CN105019409A (en) * 2015-06-11 2015-11-04 彭国洪 Concealed type cut-off dam for military defense
CN106638492A (en) * 2016-11-17 2017-05-10 安徽艺河智能活动坝科技有限公司 Manual unlocking device for movable dam supporting rod
CN106638492B (en) * 2016-11-17 2020-03-31 安徽艺河智能活动坝科技有限公司 Manual unlocking device for supporting rod of movable dam
CN108612037A (en) * 2018-06-14 2018-10-02 国电南瑞科技股份有限公司 A kind of method and its system determining river bed reference elevation based on big cross section measurement data
CN113062280A (en) * 2021-03-08 2021-07-02 长江勘测规划设计研究有限责任公司 Arc-shaped valve cap door device opened and closed by water power and using method thereof
CN114150646A (en) * 2021-11-08 2022-03-08 长江三峡通航管理局 Ship lock reverse arc-shaped valve top water pressure plate structure and using method
CN114150646B (en) * 2021-11-08 2023-02-07 长江三峡通航管理局 Ship lock reverse arc-shaped valve top water pressure plate structure and using method

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