JP2005023748A - Excessive response prevention device for upstream side water level control gate - Google Patents

Excessive response prevention device for upstream side water level control gate Download PDF

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JP2005023748A
JP2005023748A JP2003270648A JP2003270648A JP2005023748A JP 2005023748 A JP2005023748 A JP 2005023748A JP 2003270648 A JP2003270648 A JP 2003270648A JP 2003270648 A JP2003270648 A JP 2003270648A JP 2005023748 A JP2005023748 A JP 2005023748A
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water
float
water level
upstream
injection tank
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Hidetoshi Yamashita
英俊 山下
Ryuzo Masuda
龍藏 益田
Hirokatsu Uchida
浩勝 内田
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Hokoku Kogyo Co Ltd
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Hokoku Kogyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an excessive response prevention device for an upstream side water level control gate capable of preventing excessive response and excessive operation of a door body due to hydraulic conditions on the upstream side, for example, swell of water surface and waves. <P>SOLUTION: This excessive response prevention device for the upstream side water level control gate 1 is provided with a flow-in control means for controlling flowing-in of water into a water pouring tank 8 in accordance with vertical movement of a float 5. The flow-in control means is constituted in such a way that the water pouring tank 8 and the float 5 are mutually connected by a connection means 31 and operation amount proportional to operation amount of vertical movement of the float 5 by corresponding to the vertical movement is transmitted to the water pouring tank 8 through the connection means 31 to elevate and lower the water pouring tank 8, thereby preventing hunting. Since water does not flow into the water pouring tank 8 simultaneously even if swell and waves occur, the door body does not respond excessively and a stable condition can be held. The door body rises and lowers at proper elevation speed by corresponding to change of water level to keep proper water level on the upstream side. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、上流水位制御ゲートに関するものであって、特に、ゲートの上流側の水理条件に影響されない上流水位制御ゲートの過応答防止装置に関するものである。   The present invention relates to an upstream water level control gate, and more particularly to an apparatus for preventing excessive response of an upstream water level control gate that is not affected by hydraulic conditions upstream of the gate.

一般に、水路には、ゲートの上流側、又は下流側の水位に応じて、扉体を自動で昇降させて、水路を開閉するゲートが配設されている。特に、上流側の水位に応じて扉体を自動で昇降させて、水路を開閉する従来の上流水位制御ゲートを図6に基いて、図4及び図5も参照しながら説明する。
図4〜図6に示すように、従来の上流水位制御ゲート50は、水路2を開閉可能とする扉体3と、この扉体3に連結され水路2を横断する回転軸4と、浮力による上下運動によって回転軸4を回動させ扉体3を昇降させるフロート5と、水路2の側方に位置しフロート5を収容するフロート室7と、このフロート室7の上流側に設けフロート室7に連通すると共に扉体3の上流側の水路2aに連通する静水池6と、この静水池6の上流設定水位面20に上端が設定されフロート室7と連通する注水槽8と、フロート室7に設けた流出口18aとから概略構成されている。
In general, the water channel is provided with a gate that opens and closes the water channel by automatically raising and lowering the door body according to the water level on the upstream side or the downstream side of the gate. In particular, a conventional upstream water level control gate that automatically raises and lowers the door body according to the upstream water level to open and close the water channel will be described with reference to FIG. 6 and also with reference to FIGS. 4 and 5.
As shown in FIGS. 4 to 6, the conventional upstream water level control gate 50 includes a door body 3 that can open and close the water channel 2, a rotary shaft 4 that is connected to the door body 3 and crosses the water channel 2, and buoyancy. A float 5 that rotates the rotary shaft 4 by moving up and down by moving up and down, a float chamber 7 that is located on the side of the water channel 2 and accommodates the float 5, and a float chamber 7 provided upstream of the float chamber 7. And a water injection tank 8 communicating with the float chamber 7 with the upper end set on the upstream set water level surface 20 of the still water pond 6 and the float chamber 7. And an outflow port 18a provided in the main body.

扉体3は、水路2を横断する回転軸4の上流側に配設され、回転軸4に固定され水路方向に延在する2本のゲートアーム9の上流側端部に固定されている。一方、ゲートアーム9の下流側端部にはカウンタウェイト10が固定されている。
水路2の側方には、2つの仕切板15、16が水路方向に間隔を置いて配設され、上流側から静水池6、フロート室7、遊水池11に区分されている。また、扉体3の上流側の水路2aは静水池6と連通し、扉体3の下流側の水路2bは遊水池11と連通している。
The door body 3 is disposed on the upstream side of the rotary shaft 4 that crosses the water channel 2, and is fixed to the upstream end portions of the two gate arms 9 that are fixed to the rotary shaft 4 and extend in the water channel direction. On the other hand, a counterweight 10 is fixed to the downstream end of the gate arm 9.
On the side of the water channel 2, two partition plates 15 and 16 are arranged at intervals in the direction of the water channel, and are divided into a still water basin 6, a float chamber 7, and a basin 11 from the upstream side. Further, the water channel 2 a on the upstream side of the door body 3 communicates with the still water basin 6, and the water channel 2 b on the downstream side of the door body 3 communicates with the basin 11.

静水池6には、注水槽8が配設され、その開口された上端8aが上流設定水位面20に設定されている。この注水槽8には、外周に防塵防波筒8bが被覆されており、注水槽8の下部からはフロート室7と連通する注水管17が延設されている。
フロート室7にはフロート5が収容されると共に、このフロート室7は流出口18aを介して遊水池11に連通しており、フロート5は連通管18を介して遊水池11に連通している。また、フロート5には連結桿19が上方に延設され、この連結桿19の下方にはフロートアーム21の上流側端部が枢着されると共に、フロートアーム21の下流側端部は、回転軸4と連動し遊水池11の上方に位置する回転軸22に固定されている。
また、遊水池11の上方には回転軸22を囲むように架台23が配設され、この架台23の上部には、突起部24が配設されている。この突起部24にはフロート補助アーム25の下流側端部に固定された軸部26が挿通されており、フロート補助アーム25は、突起部24に、軸部26を中心に回転自在に支持され、このフロート補助アーム25の上流側端部は、フロート5から延設した連結桿19の上部に枢着されている。
In the still water pond 6, a water injection tank 8 is disposed, and the upper end 8 a that is opened is set on the upstream set water level surface 20. The water injection tank 8 is covered with a dust-proof wave-proof cylinder 8 b on the outer periphery, and a water injection pipe 17 communicating with the float chamber 7 is extended from the lower part of the water injection tank 8.
The float chamber 7 accommodates the float 5, and the float chamber 7 communicates with the basin 11 through the outlet 18 a, and the float 5 communicates with the basin 11 through the communication pipe 18. . A connecting rod 19 is extended upward on the float 5, and an upstream end portion of the float arm 21 is pivotally mounted below the connecting rod 19, and a downstream end portion of the float arm 21 is rotated. It is fixed to a rotating shaft 22 that is linked to the shaft 4 and located above the reservoir 11.
In addition, a pedestal 23 is disposed above the recreation pond 11 so as to surround the rotating shaft 22, and a protrusion 24 is disposed on the pedestal 23. A shaft portion 26 fixed to the downstream end portion of the float auxiliary arm 25 is inserted into the protrusion portion 24, and the float auxiliary arm 25 is supported by the protrusion portion 24 so as to be rotatable around the shaft portion 26. The upstream end of the float auxiliary arm 25 is pivotally attached to the upper part of a connecting rod 19 extending from the float 5.

次に、従来の上流水位制御ゲート50の作用を図6に基いて、図4及び図5も参照しながら説明する。
扉体3の上流側の水位2aが上昇し、静水池6の水位が注水槽8の上端8a(上流設定水位面20)を越えると、水が注水槽8の上端8aから注水管17を経由してフロート室7内へ流れ込む。注水管17からフロート室7への流入量が流出口18aからの流出量を上回ると、フロート室7内の水位が上昇して、フロート5が浮力により上昇すると共に、フロートアーム21及び回転軸22が時計周り方向に回動して、回転軸22と連動する回転軸4にゲートアーム9を介して連結された扉体3が回動上昇して水路2が開放される。
一方、水路2の上流側の水位2aが上流設定水位面20よりも下降すると、水が注水槽8の上端8aからフロート室7内へ流入せず、フロート室7の水は流出口18aから遊水池11へ排出されるので、フロート5が下降し、このフロート5に連動して扉体3も下降して水路2を閉鎖することになる。
Next, the operation of the conventional upstream water level control gate 50 will be described with reference to FIGS. 4 and 5 based on FIG.
When the water level 2a on the upstream side of the door body 3 rises and the water level of the still water pond 6 exceeds the upper end 8a (upstream set water level surface 20) of the water injection tank 8, the water passes through the water injection pipe 17 from the upper end 8a of the water injection tank 8. And flows into the float chamber 7. When the amount of inflow from the water injection pipe 17 to the float chamber 7 exceeds the amount of outflow from the outlet 18a, the water level in the float chamber 7 rises, the float 5 rises due to buoyancy, and the float arm 21 and the rotary shaft 22 Is rotated in the clockwise direction, and the door body 3 connected to the rotating shaft 4 interlocked with the rotating shaft 22 via the gate arm 9 is turned up and the water channel 2 is opened.
On the other hand, when the water level 2a on the upstream side of the water channel 2 is lowered from the upstream set water level surface 20, the water does not flow into the float chamber 7 from the upper end 8a of the water injection tank 8, and the water in the float chamber 7 flows from the outlet 18a. Since it is discharged to the water pond 11, the float 5 is lowered, and the door body 3 is also lowered in conjunction with the float 5 to close the water channel 2.

また、上述した構造とは別の上流側水位を調節するゲートとして、特許文献1には、フロート室内の水位が所定位置に上昇したときに、フロート内に流入する流入口をフロートの側壁に設けるとともにこの側壁に流出口を水路の下流排水槽側に設け、このフロートの流出口と下流側排水槽との間に連通するサイホン管を配置し、フロート内への注水量・排水量をサイホン管の開閉弁によって制御し、フロートの上下動に伴うゲートの開閉を制御して水路の上流側水位を調節することが開示されている。   Further, as a gate for adjusting the upstream water level, which is different from the structure described above, Patent Document 1 discloses that an inlet that flows into the float when the water level in the float chamber rises to a predetermined position is provided on the side wall of the float. In addition, an outlet is provided on the side wall of the downstream drainage basin, and a siphon pipe communicating between the float outlet and the downstream drainage tank is disposed, and the amount of water injected and drained into the float is determined by the siphon pipe. It is disclosed that the water level is controlled by an on-off valve and the water level on the upstream side of the water channel is adjusted by controlling the opening and closing of the gate as the float moves up and down.

特開2002−242167号公報JP 2002-242167 A

上述したように、図6に示す従来の上流水位制御ゲート50では、静水池6に、上端8aが上流設定水位面20に設定された注水槽8が配設され、静水池6の水位が、注水槽8の上端8aを越えると、水が注水槽8の上端8aからフロート室7内へ流れ込み、フロート5が上昇して、回動軸22、4が回動し扉体3を上昇させる形態であるが、この形態では、水位が上流設定水位面20を越え、扉体3が上昇し始める時に、上流側の水理条件、例えばうねりや波等の発生により、注水槽8内に一気に水が流入した場合等、扉体3が応答して過剰に開き過ぎ、上流側の水位を適切に保持することが難しかった。さらには、うねりや流量が極めて少ない場合等においても、静水池6の水位が上流設定水位面を境に上下に揺動し、水が注水槽8に時間差で流入することになり、水位変動の変化率によっては、扉体3が過応答して水路2の開閉を繰り返し、扉体3の上流側の水面にうねりを増幅させ、さらに下流側にも、有害な波やうねりを発生させるという問題があった。   As described above, in the conventional upstream water level control gate 50 shown in FIG. 6, the water injection tank 8 whose upper end 8 a is set to the upstream set water level surface 20 is disposed in the still water reservoir 6, and the water level of the still water reservoir 6 is When the upper end 8a of the water injection tank 8 is exceeded, water flows into the float chamber 7 from the upper end 8a of the water injection tank 8, the float 5 rises, and the rotary shafts 22 and 4 rotate to raise the door body 3. However, in this embodiment, when the water level exceeds the upstream set water level surface 20 and the door body 3 starts to rise, water is generated in the water injection tank 8 at once due to upstream hydraulic conditions such as swells and waves. In such a case, the door body 3 responds and opens too much, and it is difficult to appropriately maintain the upstream water level. Furthermore, even when the swell and flow rate are extremely small, the water level of the hydrostatic pond 6 swings up and down with the upstream set water level as a boundary, and the water flows into the water injection tank 8 with a time difference. Depending on the rate of change, the door 3 overresponds and repeatedly opens and closes the water channel 2, amplifies the swell on the upstream water surface of the door 3, and further generates harmful waves and swells on the downstream side. was there.

また、特許文献1では、フロートの流出口と下流側排水槽とを連通するサイホン管を配置し、フロート内への注水量・排水量をサイホン管の開閉弁によって制御し、フロートの上下動に伴うゲートの開閉を制御して水路の上流側水位を調節しているが、ゲートの開閉に伴う作動機構が複雑化しているので、設置時及び設置後の上限設定水位等の調節が煩雑となる虞があり、まだ改善の余地がある。   Moreover, in patent document 1, the siphon pipe which connects the outflow port of a float and a downstream drainage tank is arrange | positioned, the amount of water injection / drainage into a float is controlled by the opening / closing valve of a siphon pipe, and it is accompanied by the up-and-down movement of a float The water level on the upstream side of the water channel is adjusted by controlling the opening and closing of the gate, but the operating mechanism associated with the opening and closing of the gate is complicated, so it may be difficult to adjust the upper limit water level during and after installation. There is still room for improvement.

本発明は、かかる点に鑑みてなされたものであり、上流側の水理条件、例えば水面のうねりや波等による扉体の過応答、過剰な動作を防止すると共に、設置時及び設置後の上限設定水位面等の調節、及びメンテナンスが容易である上流水位制御ゲートの過応答防止装置を提供することを目的とする。   The present invention has been made in view of such points, and prevents hydraulic conditions on the upstream side, for example, over-response of the door body due to swell or waves on the water surface, excessive operation, and during and after installation. It is an object of the present invention to provide an over-response prevention device for an upstream water level control gate that is easy to adjust and maintain an upper limit set water level and the like.

本発明は、上記課題を解決するための手段として、請求項1に記載した発明は、水路を開閉可能とする扉体に連結され前記水路を横断する回転軸と、浮力による上下運動によって前記回転軸を回動させ前記扉体を昇降させるフロートと、前記水路の側方に設け前記フロートを収容するフロート室と、該フロート室の上流側に設け前記フロート室に連通すると共に前記扉体の上流側の水路に連通する静水池と、該静水池に配設され前記フロート室と連通する注水槽と、前記フロート室に設けた流出口とを備えた上流水位制御ゲートの過応答防止装置において、前記フロートの上下運動に伴って、前記注水槽内への水の流入を制御する流入制御手段を備えることを特徴とするものである。
このように構成することにより、水位が上昇し注水槽内に水が流入し始めると同時に、流入制御手段により注水槽内への水の流入を規制するので、その水位で、うねりや波が発生しても、水が注水槽内に一気に流入しないので、扉体が過応答することなく安定した状態を保つことができ、適切な水位を保持することができる。
さらに、扉体の上流側の水位が注水槽の上端を越え、水位がさらに上昇する場合には、水が注水槽の上端からフロート室内に流入し、浮力によりフロートが上昇すると同時に、流入制御手段により、水位が上昇するにつれて、注水槽内に所望の水量が流入されるので、フロート及び扉体を水位の変化に対応して徐々に上昇させることができ、適切な水位を保持することができる。なお、この作用効果は、水位が低下して扉体が下降する場合にも同様の効果を奏する。
According to the present invention, as means for solving the above-mentioned problems, the invention described in claim 1 is characterized in that the rotating shaft is connected to a door body capable of opening and closing the water channel and traverses the water channel, and the rotation is performed by vertical movement by buoyancy. A float that rotates the shaft to raise and lower the door body, a float chamber that is provided on the side of the water channel and that accommodates the float, is provided on the upstream side of the float chamber, communicates with the float chamber, and upstream of the door body In an over-response prevention device for an upstream water level control gate comprising a still water pond communicating with a water channel on the side, a water injection tank disposed in the still water pond and communicating with the float chamber, and an outlet provided in the float chamber, Inflow control means for controlling the inflow of water into the water injection tank as the float moves up and down is provided.
By configuring in this way, the water level rises and water begins to flow into the water injection tank, and at the same time, the inflow control means regulates the flow of water into the water injection tank, so swells and waves are generated at that water level. Even so, the water does not flow into the water injection tank all at once, so that the door body can be kept in a stable state without excessive response, and an appropriate water level can be maintained.
Further, when the water level on the upstream side of the door body exceeds the upper end of the water injection tank and the water level further rises, the water flows into the float chamber from the upper end of the water injection tank, and the float rises due to buoyancy. Therefore, as the water level rises, a desired amount of water flows into the water injection tank, so that the float and the door body can be gradually raised according to the change in the water level, and an appropriate water level can be maintained. . In addition, this effect produces the same effect also when a water level falls and a door body descend | falls.

請求項2に記載した発明は、請求項1に記載した発明において、前記流入制御手段は、前記注水槽を上下移動可能に配設すると共に、前記注水槽と前記フロートとを連結手段で連結し、前記フロートの上下運動に伴って、その動作量に比例する動作量を前記連結手段を介して前記注水槽に伝達し、前記注水槽を昇降させて、前記注水槽への水の流入を制御する構成であることを特徴とするものである。
このように構成することにより、水位が注水槽の上端に達し、注水槽内に水が流入すると、フロートの上昇量に比例して注水槽も上昇するので、その水位でうねりや波等が発生した場合でも、注水槽には水が一気に流入しないので、扉体が過応答することなく安定した状態を保ち、適切な水位を保持することができる。
さらに、静水池の水位が注水槽の上端(上流下限水位面)を越えた場合、水が注水槽内に流れ始め、フロートが上昇すると同時にフロートの上昇量に比例して注水槽も上昇し、その後、水位が上流下限水位面からしだいに上昇すると、フロートと連動して、注水槽も徐々に上昇するために、注水槽内に流れ込む水の量がしだいに減少され、扉体は水位の変化に対応しながら徐々に上昇して、水位が上流上限水面まで達した時点で、全開の状態となる。
これによって、水位が上流下限水位面から上昇するにつれて、扉体は水位の変化に対応しながら徐々に上昇するので、扉体の過剰な上昇を防ぐことができ、適切な水位を保持することができる。なお、この作用効果は、水位が低下して扉体が下降する場合にも同様の効果を奏する。
The invention described in claim 2 is the invention described in claim 1, wherein the inflow control means arranges the water injection tank so as to be vertically movable, and connects the water injection tank and the float by a connection means. In accordance with the vertical movement of the float, an operation amount proportional to the operation amount is transmitted to the water injection tank through the connecting means, and the water injection tank is moved up and down to control the inflow of water into the water injection tank. It is the structure which carries out.
By configuring in this way, when the water level reaches the upper end of the water injection tank and water flows into the water injection tank, the water injection tank also rises in proportion to the amount of float rise, so swells and waves are generated at that water level. Even if it does, since water does not flow into a water injection tank at a stretch, a stable state can be maintained and an appropriate water level can be hold | maintained without an over-response of a door body.
Furthermore, when the water level of the still water pond exceeds the upper end of the water injection tank (upstream lower limit water level surface), water begins to flow into the water injection tank, the float rises and the water injection tank rises in proportion to the amount of float rise, After that, when the water level gradually rises from the upstream lower limit water level, the water injection tank gradually rises in conjunction with the float, so the amount of water flowing into the water injection tank is gradually reduced, and the door body changes in water level. When the water level reaches the upstream upper limit water surface, it is fully open.
As a result, as the water level rises from the upstream lower limit water level surface, the door body gradually rises while responding to changes in the water level, so it is possible to prevent the door body from rising excessively and maintain an appropriate water level. it can. In addition, this effect produces the same effect also when a water level falls and a door body descend | falls.

請求項3に記載した発明は、請求項2に記載した発明において、前記連結手段は、前記フロートの上方に延びる連結桿にリンク材を介して連結され、前記連結桿の上下運動に伴って支点を中心に回転する上部回転アームと、該上部回転アームにリンク材を介して連結され、前記上部回転アームの回転量に比例して支点を中心に回転し、前記注水槽を昇降させる下部回転アームとを備えることを特徴とするものである。
このように構成することにより、簡易な構造でフロートの上下運動に伴って、注水槽を昇降させることが可能となり、設置が容易となり設置後のメンテナンスも容易となる。
The invention described in claim 3 is the invention described in claim 2, wherein the connecting means is connected to a connecting rod extending above the float via a link member, and a fulcrum with the vertical movement of the connecting rod. An upper rotary arm that rotates around the upper rotary arm, and a lower rotary arm that is connected to the upper rotary arm via a link member, rotates about a fulcrum in proportion to the amount of rotation of the upper rotary arm, and raises and lowers the water injection tank It is characterized by providing these.
By comprising in this way, it becomes possible to raise / lower a water injection tank with the up-and-down movement of a float with a simple structure, installation becomes easy, and the maintenance after installation also becomes easy.

本発明の上流水位制御ゲートの過応答防止装置は、フロートの上下運動に伴って、注水槽内への水の流入を制御する流入制御手段を備え、この流入制御手段を、注水槽とフロートとを連結手段で連結し、フロートの上下運動に対応して、その動作量に比例する動作量を連結手段を介して注水槽に伝達し、注水槽を昇降させる構成としたので、扉体は、上流上限水位面と上流下限水位面との間で、水位の変化に対応しながら適切な昇降速度で昇降することが可能となり、常時適切な水位を保持することができる。また、水位が注水槽の上端に達し、注水槽内に水が流入すると、フロートの上昇量に比例して注水槽も上昇するので、その水位でうねりや波が発生した場合でも、注水槽には一気に水が流入しないので、扉体が過応答することなく安定した状態を保持できハンチングを防止できる。そのため、水路の水面にはうねり等が増幅されず、フリーボード(水路天端と水面との高低差)を最低限にすることができ、土木工事費の低減を図れる。   The apparatus for preventing excessive response of the upstream water level control gate of the present invention includes inflow control means for controlling the inflow of water into the water injection tank as the float moves up and down, and the inflow control means includes the water injection tank and the float. Is connected with the connecting means, and in response to the vertical movement of the float, the operation amount proportional to the operation amount is transmitted to the water injection tank through the connection means, and the water injection tank is moved up and down. It is possible to move up and down at an appropriate lifting speed while responding to changes in the water level between the upstream upper limit water level surface and the upstream lower limit water level surface, and it is possible to always maintain an appropriate water level. In addition, when the water level reaches the upper end of the water injection tank and water flows into the water injection tank, the water injection tank also rises in proportion to the amount of float rise, so even if swells or waves occur at that water level, Since water does not flow at a stretch, the door body can maintain a stable state without over-response and prevent hunting. Therefore, swells and the like are not amplified on the water surface of the waterway, freeboard (the difference in height between the waterway top and the water surface) can be minimized, and civil engineering work costs can be reduced.

また、本発明の上流水位制御ゲートの過応答防止装置によれば、簡易な構造で構成されているので、取水条件、ゲートの動き等の実情に応じて、注水槽の上端が配設される上流下限水位面と、注水槽が上昇して停止する上流上限水位面との差分、すなわち上流設定水位面の変動分を、現地で容易に調節でき、期別に応じて最適な水位制御が可能となり、設置時及び設置後の調節やメンテナンスが容易となる。   Moreover, according to the over-response prevention apparatus of the upstream water level control gate of this invention, since it is comprised by simple structure, the upper end of a water injection tank is arrange | positioned according to actual conditions, such as water intake conditions and gate movement. The difference between the upstream lower limit water level and the upstream upper limit water level where the water injection tank rises and stops, that is, the fluctuation of the upstream set water level can be easily adjusted locally, and optimal water level control is possible depending on the period. , Adjustment and maintenance during and after installation become easy.

以下、本発明を実施するための最良の形態を、図1〜図5に基いて詳細に説明する。本発明を実施するための最良の形態の説明において、従来例と同一部材及び相当する部品は、同一の符号を使用して説明する。
図1、図4及び図5に示すように、本発明の実施の形態に係る上流水位制御ゲート1の過応答防止装置は、水路2を開閉可能とする扉体3と、この扉体3に連結され水路2を横断する回転軸4と、浮力による上下運動によって回動軸4を回動させ扉体3を昇降させるフロート5と、水路2の側方に位置しフロート5を収容するフロート室7と、このフロート室7の上流側に設けフロート室7に連通すると共に扉体3の上流側の水路2aに連通する静水池6と、この静水池6に上下移動可能に配設されフロート室7と注水管17aを介して連通する注水槽8と、フロート室7に設けた流出口18aと、フロート5の上下運動に伴って、注水槽8内への水の流入を制御する流入制御手段とから概略構成されている。
ここで、従来例と同一の形態は、ここでの説明を省略し、従来例と相違する形態のみを以下に説明する。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to FIGS. In the description of the best mode for carrying out the present invention, the same members and corresponding parts as those in the conventional example will be described using the same reference numerals.
As shown in FIGS. 1, 4, and 5, the over-response prevention device for the upstream water level control gate 1 according to the embodiment of the present invention includes a door body 3 that can open and close the water channel 2, and the door body 3. A rotary shaft 4 that is connected and traverses the water channel 2, a float 5 that rotates the rotary shaft 4 by moving up and down by buoyancy and moves the door 3 up and down, and a float chamber that is located on the side of the water channel 2 and accommodates the float 5. 7, a still water pond 6 provided upstream of the float chamber 7 and communicating with the float chamber 7 and communicating with the water channel 2a on the upstream side of the door body 3, and a float chamber disposed in the still water basin 6 so as to be vertically movable. 7, a water injection tank 8 communicating with the water injection pipe 17 a, an outlet 18 a provided in the float chamber 7, and an inflow control means for controlling the inflow of water into the water injection tank 8 as the float 5 moves up and down. It is roughly composed of
Here, the description of the same form as the conventional example is omitted here, and only the form different from the conventional example will be described below.

注水槽8は、その上端8aが静水池6の上流下限水位面40に設定されると共に、外周を覆う防塵防波筒8bの側壁に、後述する下部回転アーム37から下方に延設する注水槽固定部材39が固定され、上下移動可能に配設されている。この注水槽8の下部にはフロート室7と連通する注水管17aが接続されており、この注水管17aの途中部位には伸縮自在の蛇腹ホース17bが接続されている。ここで、注水槽8の上端8aの高さ(上流下限水位面40)は、図示しない設定ハンドルを手動で回すことにより適宜の高さに調整することが可能である。   The water injection tank 8 has an upper end 8 a set at the upstream lower limit water level surface 40 of the still water basin 6, and extends downward from a lower rotary arm 37 described later on the side wall of a dust-proof wave-proof cylinder 8 b covering the outer periphery. The fixing member 39 is fixed and arranged so as to be movable up and down. A water injection pipe 17a communicating with the float chamber 7 is connected to the lower part of the water injection tank 8, and a telescopic bellows hose 17b is connected to an intermediate portion of the water injection pipe 17a. Here, the height (upstream lower limit water level surface 40) of the upper end 8a of the water injection tank 8 can be adjusted to an appropriate height by manually turning a setting handle (not shown).

流入制御手段は、注水槽8とフロート5とを連結手段31で連結し、フロート5の上下運動に伴って、その動作量に比例する動作量を連結手段31を介して注水槽8に伝達して注水槽8を昇降させ、注水槽8内への水の流入を制御する構成である。   The inflow control means connects the water injection tank 8 and the float 5 with the connection means 31, and transmits an operation amount proportional to the operation amount to the water injection tank 8 through the connection means 31 as the float 5 moves up and down. The water tank 8 is moved up and down to control the inflow of water into the water tank 8.

連結手段31は、フロート5の上方に延設する連結桿19と、この連結桿19とその上部に枢着されたリンク材32を介して連結される上部回転アーム33と、この上部回転アーム33とリンク材34を介して連結される下部回転アーム37とから構成されている。   The connecting means 31 includes a connecting rod 19 extending above the float 5, an upper rotating arm 33 connected to the connecting rod 19 via a link member 32 pivotally attached to the upper portion thereof, and the upper rotating arm 33. And a lower rotary arm 37 connected via a link member 34.

上部回転アーム33は、略長円形状に形成され、その下流側端部に軸部26が固定され、この軸部26が突起部24に回転自在に支持されると共に、上部回転アーム33は、突起部24に軸部26を中心に回転自在に支持されている。一方、上部回転アーム33の上流側端部に固定された軸部38にはリンク材32の下流側端部が枢着されており、リンク材32の上流側端部は、連結桿19の上部に枢着されている。ここで、リンク材32の長さは、現地で容易に適宜の長さに設定することが可能である。
また、上部回転アーム33の上流側端部に固定された軸部38には、リンク材34の下流側端部が回転自在に枢着され、リンク材34は、上部回転アーム33の回転量に対応して、所定の回転角度で回動する構成となっている。
The upper rotary arm 33 is formed in a substantially oval shape, and a shaft portion 26 is fixed to the downstream end portion thereof. The shaft portion 26 is rotatably supported by the projection portion 24, and the upper rotary arm 33 is The protruding portion 24 is supported so as to be rotatable about the shaft portion 26. On the other hand, the downstream end of the link member 32 is pivotally attached to the shaft portion 38 fixed to the upstream end of the upper rotary arm 33, and the upstream end of the link member 32 is the upper part of the connecting rod 19. It is pivotally attached to. Here, the length of the link member 32 can be easily set to an appropriate length on site.
In addition, a downstream end portion of the link member 34 is pivotally attached to the shaft portion 38 fixed to the upstream end portion of the upper rotary arm 33, and the link member 34 has a rotation amount of the upper rotary arm 33. Correspondingly, it is configured to rotate at a predetermined rotation angle.

また、静水池6とフロート室7とを区画する仕切板15には、その上部から上流側方向に延設する固定部材35が配設されている。
下部回転アーム37は、略長円形状に形成され、その下流側端部には軸部36が固定され、この軸部36が固定部材35の上流側端部に回転自在に支持されると共に、下部回転アーム37は、固定部材35に軸部36を中心に回転自在に支持されている。一方、下部回転アーム37の上流側端部に固定された軸部38には、リンク材34の上流側端部が枢着されている。ここで、リンク材34の長さは、現地で容易に適宜の長さに設定することが可能である。
また、下部回転アーム37には、軸部38が挿通される下方の位置に注水槽固定部材39が固定され、この注水槽固定部材39の下端は、注水槽8の外周を覆う防塵防波筒8bの側壁に固定されている。
Further, the partition plate 15 that partitions the still water pond 6 and the float chamber 7 is provided with a fixing member 35 that extends in the upstream direction from the upper portion thereof.
The lower rotary arm 37 is formed in a substantially oval shape, and a shaft portion 36 is fixed to the downstream end portion thereof. The shaft portion 36 is rotatably supported by the upstream end portion of the fixing member 35, and The lower rotary arm 37 is supported by the fixed member 35 so as to be rotatable about the shaft portion 36. On the other hand, the upstream end portion of the link member 34 is pivotally attached to the shaft portion 38 fixed to the upstream end portion of the lower rotary arm 37. Here, the length of the link member 34 can be easily set to an appropriate length on site.
Further, a water injection tank fixing member 39 is fixed to the lower rotary arm 37 at a lower position through which the shaft portion 38 is inserted, and the lower end of the water injection tank fixing member 39 has a dustproof wave-proof cylinder that covers the outer periphery of the water injection tank 8. It is fixed to the side wall of 8b.

次に、本発明の上流水位制御ゲートの過応答防止装置の作用を、図1〜図3に基いて説明する。
まず、フロート5及び連結桿19が上昇すると、連結桿19に連結されるリンク材32及び上部回転アーム33が軸部26を中心に時計方向に回動すると同時に、上部回転アーム33の上流側端部に連結されたリンク材34が、上部回転アーム33の回転量に対応して所定の回転角度で時計回り方向に回動する。そして、リンク材34の下流側端部に固定された下部回転アーム37が、軸部36を中心に時計回り方向に回動し、下部回転アーム37に注水槽固定部材39を介して連結された注水槽8が上昇する。
Next, the operation of the over-response prevention device for the upstream water level control gate according to the present invention will be described with reference to FIGS.
First, when the float 5 and the connecting rod 19 are raised, the link member 32 and the upper rotating arm 33 connected to the connecting rod 19 rotate clockwise about the shaft portion 26 and at the same time the upstream end of the upper rotating arm 33. The link member 34 connected to the part rotates in the clockwise direction at a predetermined rotation angle corresponding to the rotation amount of the upper rotary arm 33. Then, the lower rotary arm 37 fixed to the downstream end of the link member 34 rotates clockwise about the shaft portion 36 and is connected to the lower rotary arm 37 via a water injection tank fixing member 39. The water injection tank 8 rises.

つまり、静水池6の水位が注水槽8の上端8a(上流下限水位面40)を越えると、水が注水槽8内に流れ始め、フロート5が上昇すると同時にフロート5の上昇量に比例して注水槽8も上昇し、その後、静水池6の水位が上流下限水位面40からしだいに上昇すると、フロート5と連動して注水槽8も徐々に上昇するために、注水槽8内に流れ込む水の量がしだいに減少して、フロート5と連動する扉体3は、上流側の水路2aの水位の変化に対応しながら徐々に上昇し、水位が上流上限水位面41まで達した時点で、全開の状態となる。
これによって、水位が上流下限水位面40から上昇するにつれて、扉体3は急激な動作をせず、水位の変化に対応しながら徐々に上昇するので、扉体3の過剰な上昇(開き過ぎ)を防ぐことができ、上流側の水位を適切に保持することができる。
さらに、水位が注水槽8の上端8aに達し、注水槽8内に水が流入すると、フロート5の上昇量に比例して注水槽8も上昇するので、その水位でうねりや波等が発生した場合でも、注水槽8内には水が一気に流入しないので、扉体3が過応答することなく安定した状態を保持でき、上流側の水位を適切に保持することができる。
That is, when the water level of the still water basin 6 exceeds the upper end 8a (upstream lower limit water level surface 40) of the water injection tank 8, water begins to flow into the water injection tank 8, and the float 5 rises and is proportional to the amount of rise of the float 5. When the water injection tank 8 also rises, and then the water level of the still water pond 6 gradually rises from the upstream lower limit water level surface 40, the water injection tank 8 gradually rises in conjunction with the float 5, so that the water flowing into the water injection tank 8 When the amount of water gradually decreases, the door body 3 interlocked with the float 5 gradually rises in response to the change in the water level of the upstream water channel 2a, and when the water level reaches the upstream upper limit water level surface 41, Fully open.
Thereby, as the water level rises from the upstream lower limit water level surface 40, the door body 3 does not operate rapidly and gradually rises in response to a change in the water level, so that the door body 3 rises excessively (too much opening). Can be prevented, and the upstream water level can be appropriately maintained.
Further, when the water level reaches the upper end 8a of the water injection tank 8 and water flows into the water injection tank 8, the water injection tank 8 also rises in proportion to the amount of rise of the float 5, so that swells, waves, etc. occurred at that water level. Even in this case, since water does not flow into the water injection tank 8 at a stretch, the door body 3 can maintain a stable state without over-response, and the upstream water level can be appropriately maintained.

一方、フロート5及び連結桿19が下降すると、連結桿19に連結されるリンク材32及び上部回転アーム33が軸部26を中心に反時計方向に回動すると同時に、上部回転アーム33の上流側端部に連結されたリンク材34が、上部回転アーム33の回転量に対応して所定の回転角度で反時計回り方向に回動する。そして、リンク材34の下流側端部に固定された下部回転アーム37が、軸部36を中心に反時計回り方向に回動し、下部回転アーム37に注水槽固定部材39を介して連結された注水槽8が下降する。   On the other hand, when the float 5 and the connecting rod 19 are lowered, the link member 32 and the upper rotating arm 33 connected to the connecting rod 19 rotate counterclockwise around the shaft portion 26 and at the same time upstream of the upper rotating arm 33. The link member 34 connected to the end portion rotates counterclockwise at a predetermined rotation angle corresponding to the rotation amount of the upper rotary arm 33. Then, the lower rotary arm 37 fixed to the downstream end portion of the link member 34 rotates counterclockwise about the shaft portion 36, and is connected to the lower rotary arm 37 via a water injection tank fixing member 39. The water injection tank 8 is lowered.

つまり、静水池6の水位が注水槽8の上端である上流上限水位面41からしだいに低下すると、フロート室7内の水位が低下し、フロート5が下降し始めると同時にフロート5の下降量に比例して注水槽8も下降するために、注水槽8内に流れ込む水の量がしだいに増加して、フロート5と連動する扉体3は、水位の変化に対応しながら徐々に下降し、水位が上流下限水位面40まで達した時点で、全閉の状態となる。
これによって、水位が上流上限水位面41から上流下限水位面40まで下降するにつれて、扉体3は急激な動作をせず、水位の変化に対応しながら徐々に下降するので、扉体3の過剰な下降(閉じ過ぎ)を防ぐことができ、上流側の水位を適切に保持することができる。
That is, when the water level of the still water basin 6 gradually decreases from the upstream upper limit water level surface 41 that is the upper end of the water injection tank 8, the water level in the float chamber 7 decreases, and at the same time the float 5 begins to descend, Since the water injection tank 8 also descends in proportion, the amount of water flowing into the water injection tank 8 gradually increases, and the door body 3 interlocked with the float 5 gradually descends in response to the change in the water level, When the water level reaches the upstream lower limit water level surface 40, the fully closed state is reached.
As a result, as the water level drops from the upstream upper limit water level surface 41 to the upstream lower limit water level surface 40, the door body 3 does not operate rapidly but gradually falls in response to the change in the water level. Down (too close) can be prevented, and the upstream water level can be maintained appropriately.

そこで、上流設定水位は、上流上限水位41と上流下限水位40との差分だけ、変動することになるが、その差が大きいと扉体3は動きが安定傾向となり、その差が小さいと扉体3は動きが不安定となる。この上流上限水位41と上流下限水位40の差は、扉体3の上流の取水条件、下流側への影響等を勘案して決定されることになる。   Therefore, the upstream set water level fluctuates by the difference between the upstream upper limit water level 41 and the upstream lower limit water level 40. If the difference is large, the door body 3 tends to move stably, and if the difference is small, the door body. 3 is unstable movement. The difference between the upstream upper limit water level 41 and the upstream lower limit water level 40 is determined in consideration of the water intake conditions upstream of the door body 3, the influence on the downstream side, and the like.

以上説明したように、本発明の実施の形態に係る上流水位制御ゲートの過応答防止装置によれば、フロート5の上下運動に伴って、その動作量に比例して注水槽8が昇降するので、上流下限水位面40から水位が上昇すると、フロート5の上昇量に比例して注水槽8も上昇し、注水槽8に流入する水が徐々に減少するために、扉体3は水位の変化に対応して徐々に上昇することが可能となる。また、上流上限水位面41から水位が下降し始めると、フロート5の下降量に比例して注水槽8も下降し、注水槽8に流入する水が徐々に増加するために、扉体3は水位の変化に対応して徐々に下降することが可能となり、扉体3の開き過ぎ、閉じ過ぎの過剰な動きを防ぐことができる。
また、水位が注水槽8の上端8aに達し、注水槽8内に水が流入すると、フロート5の上昇量に比例して注水槽8も上昇するので、その水位でうねりや波等が発生しても、注水槽8内には水が流入せず、うねりや波等により扉体3が過応答し難くなる。
As described above, according to the over-response prevention device for the upstream water level control gate according to the embodiment of the present invention, as the float 5 moves up and down, the water injection tank 8 moves up and down in proportion to its operation amount. When the water level rises from the upstream lower limit water level surface 40, the water injection tank 8 also rises in proportion to the rise amount of the float 5, and the water flowing into the water injection tank 8 gradually decreases, so the door body 3 changes in water level. It becomes possible to rise gradually corresponding to. Further, when the water level starts to descend from the upstream upper limit water level surface 41, the water injection tank 8 also descends in proportion to the descending amount of the float 5, and the water flowing into the water injection tank 8 gradually increases. It is possible to gradually descend in response to a change in the water level, and it is possible to prevent excessive movement of the door body 3 that is too open and closed.
Further, when the water level reaches the upper end 8a of the water injection tank 8 and water flows into the water injection tank 8, the water injection tank 8 also rises in proportion to the rising amount of the float 5, so that swells, waves, etc. are generated at that water level. However, water does not flow into the water injection tank 8, and the door 3 is less likely to over-respond to swells and waves.

なお、流入制御手段は、フロート5の上下運動に伴って、注水槽8を昇降させる連結手段31により、注水槽8内への水の流入を制御する構成を説明したが、注水槽8を固定して、注水槽8の上端8aの開口にバルブを配設し、このバルブとフロート5とを連結し、フロート5の上下運動に連動してバルブを開閉させることによって、注水槽8内への水の流入を制御することも可能である。   In addition, although the inflow control means demonstrated the structure which controls inflow of the water into the water injection tank 8 by the connection means 31 which raises / lowers the water injection tank 8 with the vertical motion of the float 5, it fixed the water injection tank 8 Then, a valve is provided at the opening of the upper end 8 a of the water injection tank 8, this valve is connected to the float 5, and the valve is opened and closed in conjunction with the vertical movement of the float 5. It is also possible to control the inflow of water.

本発明は、上流側にうねりや波等が発生しやすい水路や河川の上流側の水位を適切に調節する装置として特に有効である。   INDUSTRIAL APPLICABILITY The present invention is particularly effective as a device that appropriately adjusts the water level on the upstream side of waterways and rivers where waves and waves are likely to occur on the upstream side.

図1は、本発明の実施の形態に係る上流水位制御ゲートの過応答防止装置の側面図である。FIG. 1 is a side view of an over-response prevention device for an upstream water level control gate according to an embodiment of the present invention. 図2は、本発明の実施の形態に係る上流水位制御ゲートの過応答防止装置の扉体が水路を全閉した状態を示す側面図である。FIG. 2 is a side view showing a state where the door of the over-response prevention device for the upstream water level control gate according to the embodiment of the present invention is fully closed. 図3は、本発明の実施の形態に係る上流水位制御ゲートの過応答防止装置の扉体が水路を全開した状態を示す側面図である。FIG. 3 is a side view showing a state where the door body of the over-response prevention device for the upstream water level control gate according to the embodiment of the present invention is fully opened. 図4は、本発明の実施の形態に係る上流水位制御ゲートの過応答防止装置の平面図である。FIG. 4 is a plan view of the over-response prevention device for the upstream water level control gate according to the embodiment of the present invention. 図5は、図4のA−A線に沿った断面図である。FIG. 5 is a cross-sectional view taken along line AA in FIG. 図6は、従来の上流水位制御ゲートの側面図である。FIG. 6 is a side view of a conventional upstream water level control gate.

符号の説明Explanation of symbols

1 上流水位制御ゲート
2 水路
3 扉体
4、22 回転軸
5 フロート
6 静水池
7 フロート室
8 注水槽
18a 流出口
31 連結手段
19 連結桿
32、34 リンク材
33 上部回転アーム
37 下部回転アーム
DESCRIPTION OF SYMBOLS 1 Upstream water level control gate 2 Water channel 3 Door body 4,22 Rotating shaft 5 Float 6 Still water pond 7 Float chamber 8 Water injection tank 18a Outlet 31 Connecting means 19 Connecting rod 32, 34 Link material 33 Upper rotating arm 37 Lower rotating arm

Claims (3)

水路を開閉可能とする扉体に連結され前記水路を横断する回転軸と、浮力による上下運動によって前記回転軸を回動させ前記扉体を昇降させるフロートと、前記水路の側方に設け前記フロートを収容するフロート室と、該フロート室の上流側に設け前記フロート室に連通すると共に前記扉体の上流側の水路に連通する静水池と、該静水池に配設され前記フロート室と連通する注水槽と、前記フロート室に設けた流出口とを備えた上流水位制御ゲートの過応答防止装置において、
前記フロートの上下運動に伴って、前記注水槽内への水の流入を制御する流入制御手段を備えることを特徴とする上流水位制御ゲートの過応答防止装置。
A rotary shaft that is connected to a door body that can open and close the water channel and that crosses the water channel, a float that rotates the rotary shaft by up and down movement by buoyancy and moves the door body up and down, and a float that is provided on the side of the water channel A float chamber that houses the float chamber, a static water pond that is provided upstream of the float chamber, communicates with the float chamber and communicates with a water channel upstream of the door body, and is disposed in the still water pond and communicates with the float chamber In the over-response prevention device of the upstream water level control gate provided with a water injection tank and an outlet provided in the float chamber,
An upstream response prevention device for an upstream water level control gate, comprising an inflow control means for controlling the inflow of water into the water injection tank as the float moves up and down.
前記流入制御手段は、前記注水槽を上下移動可能に配設すると共に、前記注水槽と前記フロートとを連結手段で連結し、前記フロートの上下運動に伴って、その動作量に比例する動作量を前記連結手段を介して前記注水槽に伝達し、前記注水槽を昇降させて、前記注水槽への水の流入を制御する構成であることを特徴とする請求項1に記載の上流水位制御ゲートの過応答防止装置。 The inflow control means arranges the water injection tank so as to be movable up and down, connects the water injection tank and the float with a connection means, and an operation amount proportional to the operation amount with the vertical movement of the float. 2. The upstream water level control according to claim 1, wherein the water level is transmitted to the water injection tank via the connecting means, and the water injection tank is moved up and down to control the inflow of water into the water injection tank. Gate over-response prevention device. 前記連結手段は、前記フロートの上方に延びる連結桿にリンク材を介して連結され、前記連結桿の上下運動に伴って支点を中心に回転する上部回転アームと、該上部回転アームにリンク材を介して連結され、前記上部回転アームの回転量に比例して支点を中心に回転し、前記注水槽を昇降させる下部回転アームとを備えることを特徴とする請求項2に記載の上流水位制御ゲートの過応答防止装置。
The connecting means is connected to a connecting rod extending above the float via a link member, and rotates with a pivot member around the fulcrum as the connecting rod moves up and down, and a link member is attached to the upper rotating arm. The upstream water level control gate according to claim 2, further comprising a lower rotary arm that is connected via a rotary shaft that rotates around a fulcrum in proportion to the amount of rotation of the upper rotary arm and raises or lowers the water injection tank. Over-response prevention device.
JP2003270648A 2003-07-03 2003-07-03 Excessive response prevention device for upstream side water level control gate Pending JP2005023748A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775402A (en) * 2015-04-15 2015-07-15 扬州楚门机电设备制造有限公司 Hydraulic lifting weir
CN113404019A (en) * 2021-06-29 2021-09-17 郭明旺 Small flood discharge device capable of adjusting water discharge amount according to water rising speed

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775402A (en) * 2015-04-15 2015-07-15 扬州楚门机电设备制造有限公司 Hydraulic lifting weir
CN113404019A (en) * 2021-06-29 2021-09-17 郭明旺 Small flood discharge device capable of adjusting water discharge amount according to water rising speed

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