JPS6242970Y2 - - Google Patents

Info

Publication number
JPS6242970Y2
JPS6242970Y2 JP1980050202U JP5020280U JPS6242970Y2 JP S6242970 Y2 JPS6242970 Y2 JP S6242970Y2 JP 1980050202 U JP1980050202 U JP 1980050202U JP 5020280 U JP5020280 U JP 5020280U JP S6242970 Y2 JPS6242970 Y2 JP S6242970Y2
Authority
JP
Japan
Prior art keywords
stage door
water
lifting beam
water level
door
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.)
Expired
Application number
JP1980050202U
Other languages
Japanese (ja)
Other versions
JPS56154424U (en
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 filed Critical
Priority to JP1980050202U priority Critical patent/JPS6242970Y2/ja
Publication of JPS56154424U publication Critical patent/JPS56154424U/ja
Application granted granted Critical
Publication of JPS6242970Y2 publication Critical patent/JPS6242970Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Barrages (AREA)

Description

【考案の詳細な説明】 本考案は、ダム等に設置されて溜水の表面層に
ある温水または清水などを取水してこれを下流側
に流下せしめる表面取水ゲートに関するものであ
る。
[Detailed Description of the Invention] The present invention relates to a surface water intake gate that is installed in a dam or the like to take in warm water or fresh water in the surface layer of accumulated water and allow it to flow downstream.

一般に、表面取水ゲートは水位の変動を水位計
などにより電気的にキヤツチして巻上機に巻上げ
と巻下げの指令を出し、ゲート本体を水面の変動
に追従させる方式をとつている。しかし、電気的
に水位の変動をキヤツチする幅には、機械的誤差
や頻繁なモータの開閉を避ける目的で不感帯を設
けなければならないため、ゲートは水面の変動に
対して階段状の動きとなつてしまい、水位の変動
に完全に追従することは不可能である。
In general, surface water intake gates use a system that electrically captures changes in water level using a water level gauge, etc., and sends commands to the hoisting machine to hoist and lower the gate, causing the gate body to follow the changes in the water level. However, in order to avoid mechanical errors and frequent opening and closing of the motor, a dead band must be provided in the width that electrically captures water level fluctuations, so the gate moves in a step-like manner in response to water level fluctuations. Therefore, it is impossible to completely follow changes in water level.

たとえば、シリンダゲートの場合は、水位の変
動に応じて巻上機を作動させて扉体を上下させ、
表面層の水を取水しようとするものであるが、連
続的に薄い層の取水をしようとすれば、巻上機の
作動と停止が頻繁となり、著しい寿命の低下をま
ねき、また巻上機の保護や水位計等の誤差を考え
た場合、上述のように、水位計と巻上機の作動指
令に対して不感帯を設けなければならない。した
がつて、取水量が少ない場合や、とくに、表層を
薄く取水しようとするものには不適当である。ま
たフローチングゲートの場合は、最下段扉を除く
すべての扉体重量に釣に合つたフロートを設けて
あることにより、水位の変動に応じて常に一定の
表層の水を取ろうとしたものであるが、保守点検
のために巻上機を設けなければならないし、扉体
全重量に応じた大きなフロートを有するため、巻
上荷重が大となり、使用頻度が小さい割に過大な
設備となり、同じ取水量の場合、シリンダゲート
に比較して重量が大きくなる。
For example, in the case of a cylinder gate, a hoist is operated to raise and lower the gate body according to fluctuations in water level.
This system attempts to take in water from the surface layer, but if you try to take in water in a thin layer continuously, the hoisting machine will start and stop frequently, which will significantly shorten its life and also cause the hoisting machine to start and stop frequently. When considering errors in protection and water level gauges, as mentioned above, a dead zone must be provided for the operation commands of the water level gauge and hoisting machine. Therefore, it is unsuitable for cases where the amount of water intake is small, or especially when attempting to draw water from a thin surface layer. In addition, in the case of floating gates, all gates except the bottom door are equipped with floats that are proportionate to the weight of the gates, in order to always maintain a constant amount of surface water in response to fluctuations in water level. However, it is necessary to install a hoisting machine for maintenance and inspection, and since it has a large float corresponding to the total weight of the door body, the hoisting load is large, and the equipment is oversized considering the infrequent use. However, the weight is larger than that of a cylinder gate.

本考案は、従来技術に存する上記のような欠点
を解消することを目的としてなされたもので、す
なわち、溜水の水位変動に対して従来のシリンダ
ゲートのような階段状の動きをすることなく、直
線状の動きをして、常時一定の取水深を保持し、
また第1段扉との重なり代、つまり、自動調整の
ストロークを不感帯ストロークまたはそのダムの
水位変動に応じて最適値に選定することができ、
かつ、巻上機やモータおよびスイツチなどの付属
部品の作動頻度を著しく低減して設備全体の寿命
を延ばすことができ、とくに取水量が小さいゲー
トもしくは取水深が浅いゲートに有利であり、ま
た従来のフローテイングゲートに比較してフロー
トが小型ですむようにした表面取水ゲートを提供
することを目的とするものである。
The present invention was developed with the aim of eliminating the above-mentioned drawbacks of the prior art, that is, it does not move step-like like a conventional cylinder gate in response to changes in the water level of stored water. , which moves in a straight line and maintains a constant intake depth at all times.
In addition, the overlapping distance with the first stage door, that is, the automatic adjustment stroke, can be selected to the optimal value according to the dead zone stroke or the water level fluctuation of the dam.
In addition, it is possible to significantly reduce the operating frequency of accessory parts such as the hoisting machine, motor, and switch, thereby extending the life of the entire equipment. The object of the present invention is to provide a surface water intake gate that requires a smaller float than the floating gate of the present invention.

このため、本考案の表面取水ゲートの構成は、
巻上機によつてワイヤロープを介して上下動する
リフテイングビームと、テンシヨンロツドからな
る連結金物を介して前記リフテイングビームによ
つて吊下げられている第2段扉と、呑口部を有し
て前記リフテイングビームと第2段扉の間に位置
するように設けられた第1段扉と、前記リフテイ
ングビームより下位に位置しているとともに、前
記第1段扉より上位に位置して該第1段扉と一体
的に結合されて前記連結金物をガイドとして上下
動可能に設けられた整流盤とを備え、かつ、前記
整流盤には、該整流盤の重量と該第1段扉の重量
の和に釣合う浮力を有し、しかも、溜水の水位変
化に追従して上下に摺動するように、該整流盤が
溜水の水面に浮上状態におかれていることを特徴
としている。
For this reason, the configuration of the surface water intake gate of the present invention is as follows:
It has a lifting beam that is moved up and down by a hoisting machine via a wire rope, a second stage door that is suspended by the lifting beam via a connecting hardware consisting of a tension rod, and a drinking spout. a first-stage door located between the lifting beam and the second-stage door, and a first-stage door located below the lifting beam and above the first-stage door. a rectifying board integrally coupled with the first stage door and provided so as to be movable up and down using the connecting hardware as a guide; The rectifying plate has a buoyancy equal to the sum of the weights of the water, and is floating on the surface of the water so that it slides up and down following changes in the water level of the water. It is said that

以下、本考案の一実施例について、図面を参照
しながら説明する。
An embodiment of the present invention will be described below with reference to the drawings.

第1図において、、1は巻上機、2はワイヤロ
ープ、3はシーブ、4は前記巻上機1によつてワ
イヤロープ2を介して上下動するリフテイングビ
ーム、5は後述するフロート兼用整流盤、6はベ
ルマウス状の呑口部を有する第1段扉、7はこの
下位に設けられた第2段扉である。
In FIG. 1, 1 is a hoisting machine, 2 is a wire rope, 3 is a sheave, 4 is a lifting beam that is moved up and down by the hoisting machine 1 via a wire rope 2, and 5 also serves as a float, which will be described later. 6 is a first-stage door having a bellmouth-shaped spout, and 7 is a second-stage door provided below this.

すなわち、第2図に拡大して示すように、前記
整流盤5は、第1段扉6の上位に位置しており、
かつ、この整流盤5と第1段扉6の上下間隔は、
手動により、ある程度の調整ができるようにして
あり、しかも、整流盤5と第1段扉6は一体的に
結合されてい。また整流盤5には、該整流盤5の
重量と第1段扉6の重量の和に釣り合う浮力を持
たせて、フロートとしても働くようになつてい
る。つぎに、第2段扉7には連結腕9を設け、前
記リフテイングビーム4と第2段扉7とは、テン
シヨンロツドからなる連結金物8によつて連結さ
れており、ワイヤロープ2を巻上げおよび巻下げ
することにより、リフテイングビーム4を上下動
させ、機械的には第2段扉7以下の扉を上下させ
るようになつている。つまり、整流盤5と第1段
扉6は、リフテイングビーム4と第2段扉7に対
して、上下方向にはフリーな構造になつており、
したがつて、整流盤5は上述の浮力を有して溜水
の水面に浮上状態におかれているので、その溜水
の水位の変化に応じて、第1段扉とともに、連結
金物8をガイドとするスライド部10で上下動す
るようになつている。なお第2図にみられる11
は水密部である。
That is, as shown enlarged in FIG. 2, the rectifying panel 5 is located above the first stage door 6,
Moreover, the vertical distance between the rectifier panel 5 and the first stage door 6 is as follows:
A certain degree of manual adjustment is possible, and the rectifying panel 5 and the first stage door 6 are integrally connected. Further, the rectifier plate 5 is provided with a buoyancy that balances the sum of the weight of the rectifier plate 5 and the weight of the first stage door 6, so that it also functions as a float. Next, a connecting arm 9 is provided on the second stage door 7, and the lifting beam 4 and the second stage door 7 are connected by a connecting hardware 8 made of a tension rod, and the wire rope 2 is hoisted and By lowering, the lifting beam 4 is moved up and down, and mechanically, the doors from the second stage door 7 onwards are moved up and down. In other words, the rectifying panel 5 and the first stage door 6 have a structure that is free in the vertical direction with respect to the lifting beam 4 and the second stage door 7.
Therefore, since the rectifier plate 5 has the above-mentioned buoyancy and is placed in a floating state on the water surface of the reservoir water, the connecting hardware 8 is moved together with the first stage door in response to changes in the water level of the reservoir water. It is designed to move up and down by a slide section 10 that serves as a guide. Note that 11 seen in Figure 2
is a watertight area.

このように構成された表面取水ゲートにおいて
は、第3図の左の図のように、溜水の水位が符号
12で示されるようなときは、整流盤5がその水
位12のところに浮上していて、第1段扉6は取
水深h(整流盤5と第1段扉6の上下間隔)の表
面取水が可能である。いま、第3図の左の図から
中の図のように、水位が符号12から13までの
変動に対しては、第2段扉7以下の扉は、すべて
動かず、整流盤5が5′で示されるように、整流
盤5と第1段扉6のみが取水深hを一定に保たつ
まま、その水位変動に追従して上下する。つま
り、自動調整のストロークsの区間内での水位の
変動に対しては、第2段扉以下の扉は全く動くこ
となく、すなわち、巻上機は一切作動することな
く、一定の表面取水が可能となる。しかし、水位
が符号13よりも下がつて、第3図の右の図の符
号14で示される水位以下になつたときは、巻上
機を作動させてリフテイングビーム4が4′で示
されるようにして扉全体を下げる。もちろん、水
位が第3図の左の図の符号12で示される位置よ
りも上がつた場合は、逆に、巻上機を作動させて
扉全体を上げる。すなわち、自動調整のストロー
クsよりも、さらに水位が変動したときのみ、第
1図の巻上機1を作動させることにより、扉全体
を上下させるのである。なお巻上機1によるリフ
テイングビーム4の前記上下量は、自動調整のス
トロークsの半分程度から同等程度までの間に制
限しておくことが望ましい。
In the surface water intake gate configured in this way, when the water level of the accumulated water is indicated by the reference numeral 12 as shown in the left diagram of FIG. 3, the rectifier plate 5 floats to the water level 12. The first stage door 6 is capable of surface water intake at a water intake depth h (vertical distance between the rectifying panel 5 and the first stage door 6). Now, as shown in the left to middle diagrams of Figure 3, when the water level fluctuates from 12 to 13, all the doors below 2nd stage door 7 do not move, and the rectifier plate 5 changes to 5. As shown by ', only the rectifier plate 5 and the first stage door 6 move up and down following the water level fluctuations while keeping the water intake depth h constant. In other words, in response to changes in the water level within the interval of the automatic adjustment stroke s, the doors below the second stage door do not move at all, that is, the hoisting machine does not operate at all, and a constant surface water intake is maintained. It becomes possible. However, when the water level drops below 13 and below the water level indicated by 14 in the right-hand diagram of FIG. Lower the entire door in this way. Of course, if the water level rises above the position indicated by reference numeral 12 in the left diagram of FIG. 3, the hoisting machine is operated to raise the entire door. That is, only when the water level fluctuates further than the automatic adjustment stroke s, the entire door is raised and lowered by operating the hoisting machine 1 shown in FIG. 1. Note that it is desirable that the amount of vertical movement of the lifting beam 4 by the hoisting machine 1 be limited to a range from about half to about the same as the automatically adjusted stroke s.

上述のように、本考案の表面取水ゲートは、テ
ンシヨンロツドからなる連結金物を介してリフテ
イングビームによつて吊下げられている第2段扉
と、呑口部を有して前記リフテイングビームと第
2段扉の間に位置するように設けられた第1段扉
と、前記リフテイングビームより下位に位置して
前記第1段扉の上位に設けられて該第1段扉と一
体的に結合された整流盤とを備え、かつ、前記整
流盤には、該整流盤の重量と第1段扉の重量の和
に釣り合う浮力を有し、しかも、溜水の水位変化
に追従して上下に摺動するように、該整流盤が溜
水の水面に浮上状態におかれているから、溜水の
水位変動に対して従来のシリンダゲートのような
階段状の動きをすることなく、直線状の動きをし
て、常時一定の取水深を保持し、しかも、該整流
盤は前記連結金物をガイドとして上下動するの
で、該整流盤の上記直線状の動きがきわめて円滑
となり、また第1段扉との重なり代、つまり、自
動調整のストロークを不感帯ストロークまたはそ
のダムの水位変動に応じて最適値に選定すること
ができ、かつ、前記リフテイングビームを上下動
させる巻上機やモータおよびスイツチなどの付属
部品の作動頻度を著しく低減して設備全体の寿命
を延ばすことができ、とくに取水量が小さいゲー
トもしくは取水深が浅いゲートに有利であり、ま
た従来のフローテイングゲートに比較してフロー
トが小型ですむなど、本考案の奏する効果は、き
わめて大である。
As described above, the surface water intake gate of the present invention has a second stage door suspended by a lifting beam via a connecting hardware consisting of a tension rod, and a spout that connects the lifting beam to the second stage door. a first stage door provided to be located between the two stage doors; and a first stage door located below the lifting beam and provided above the first stage door and integrally coupled with the first stage door. and a rectifier plate having a buoyancy equal to the sum of the weight of the rectifier plate and the weight of the first stage door, and furthermore, the rectifier plate has a buoyancy that is balanced with the sum of the weight of the rectifier plate and the weight of the first stage door. Since the rectifying plate is placed floating on the surface of the pooled water so that it slides, it does not move stepwise like a conventional cylinder gate in response to changes in the water level of the stored water, but instead moves in a straight line. The straightening board moves up and down using the connecting metal fittings as a guide, so that the linear movement of the straightening board is extremely smooth, and the first stage The overlap distance with the door, that is, the automatic adjustment stroke can be selected to the optimum value according to the dead zone stroke or the water level fluctuation of the dam, and the hoisting machine, motor, and switch that move the lifting beam up and down can be used. The operating frequency of accessory parts such as The effects of this invention are extremely large, such as the small size of the device.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本考案の一実施例を示たもので、第1図
は正面図、第2図は第1図のA部の拡大図、第3
図は作用の説明図である。 1……巻上機、2……ワイヤロープ、3……シ
ーブ、4……リフテイングビーム、5……フロー
ト兼用整流盤、6……第1段扉、7……第2段
扉、8……連結金物、9……連結腕、10……ス
ライド部、11……水密部。
The drawings show one embodiment of the present invention; Fig. 1 is a front view, Fig. 2 is an enlarged view of part A in Fig. 1, and Fig. 3 is an enlarged view of part A in Fig. 1.
The figure is an explanatory diagram of the action. 1... Hoisting machine, 2... Wire rope, 3... Sheave, 4... Lifting beam, 5... Float-duty rectifier board, 6... First stage door, 7... Second stage door, 8 ... Connecting hardware, 9... Connecting arm, 10... Slide part, 11... Watertight part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 巻上機によつてワイヤロープを介して上下動す
るリフテイングビームと、テンシヨンロツドから
なる連結金物を介して前記リフテイングビームに
よつて吊下げられている第2段扉と、呑口部を有
して前記リフテイングビームと第2段扉の間に位
置するように設けられた第1段扉と、前記リフテ
イングビームより下位に位置しているとともに前
記第1段扉より上位に位置して該第1段扉と一体
的に結合されて前記連結金物をガイドとして上下
動可能に設けられた整流盤とを備え、かつ、前記
整流盤には、該整流盤の重量と該第1段扉の重量
の和に釣合う浮力を有し、しかも、溜水の水位変
化に追従して上下に摺動するように、該整流盤が
溜水の水面に浮上状態におかれていることを特徴
とする、表面取水ゲート。
It has a lifting beam that is moved up and down by a hoisting machine via a wire rope, a second stage door that is suspended by the lifting beam via a connecting hardware consisting of a tension rod, and a drinking spout. a first-stage door located between the lifting beam and the second-stage door, and a first-stage door located below the lifting beam and above the first-stage door. A rectifying panel is provided which is integrally connected to the first stage door and is movable up and down using the connecting hardware as a guide, and the rectifying panel includes a weight of the rectifying panel and a weight of the first stage door. The rectifying plate has a buoyant force that is in balance with the sum of the weights, and is placed in a floating state on the surface of the water so that it slides up and down following changes in the water level of the water. surface water intake gate.
JP1980050202U 1980-04-15 1980-04-15 Expired JPS6242970Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980050202U JPS6242970Y2 (en) 1980-04-15 1980-04-15

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980050202U JPS6242970Y2 (en) 1980-04-15 1980-04-15

Publications (2)

Publication Number Publication Date
JPS56154424U JPS56154424U (en) 1981-11-18
JPS6242970Y2 true JPS6242970Y2 (en) 1987-11-06

Family

ID=29645153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980050202U Expired JPS6242970Y2 (en) 1980-04-15 1980-04-15

Country Status (1)

Country Link
JP (1) JPS6242970Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5466531A (en) * 1977-11-07 1979-05-29 Sasebo Heavy Ind Cylinder gate for spare gate

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5466531A (en) * 1977-11-07 1979-05-29 Sasebo Heavy Ind Cylinder gate for spare gate

Also Published As

Publication number Publication date
JPS56154424U (en) 1981-11-18

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