JPH044024Y2 - - Google Patents

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Publication number
JPH044024Y2
JPH044024Y2 JP1984041767U JP4176784U JPH044024Y2 JP H044024 Y2 JPH044024 Y2 JP H044024Y2 JP 1984041767 U JP1984041767 U JP 1984041767U JP 4176784 U JP4176784 U JP 4176784U JP H044024 Y2 JPH044024 Y2 JP H044024Y2
Authority
JP
Japan
Prior art keywords
gate
water
upstream
raised
waterway
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
JP1984041767U
Other languages
Japanese (ja)
Other versions
JPS60154421U (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 JP4176784U priority Critical patent/JPS60154421U/en
Publication of JPS60154421U publication Critical patent/JPS60154421U/en
Application granted granted Critical
Publication of JPH044024Y2 publication Critical patent/JPH044024Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 〔考案の技術分野〕 本考案は発電所の取水口や放水口またダムや河
川などの水門をゲートの昇降によつて開閉する水
門開閉装置に関するものである。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to a water gate opening/closing device that opens and closes water intakes and outlets of power plants, water gates of dams, rivers, etc. by raising and lowering gates.

〔従来技術〕[Prior art]

一般に発電所の取水口、放水口や、農業用水の
取水口などの水門には、上流側水路と下流側水路
との間を遮断したり開放したりする昇降式のゲー
トを備えた水門開閉装置が設けられる。そしてこ
の種の装置は、常時締切つておいて放流時に開放
するものと、常時開放しておいて例えば発電機の
修理や高潮などのときに締切るものとがあるが、
いずれの場合もゲートには上流側の水圧がかかつ
ているので、その開閉には大きな力を必要とし、
ことに開放に際しては水圧と自重に抗してゲート
を上昇させなければならないので、従来この種の
開閉装置にはきわめて大きな容量の駆動源が必要
であつた。また手動で開閉するものにあつては大
きな労力が必要であつた。
In general, water gates such as water intakes and discharge ports of power plants and agricultural water intakes are equipped with a water gate opening/closing device that is equipped with an elevating gate that shuts off or opens between the upstream waterway and the downstream waterway. is provided. There are two types of devices of this type: those that are always closed and then opened when water is discharged, and those that are always open and then shut off when, for example, repairing a generator or in the event of a storm surge.
In either case, the water pressure on the upstream side is applied to the gate, so a large amount of force is required to open and close it.
In particular, when opening the gate, the gate must be raised against water pressure and its own weight, so conventionally, this type of opening/closing device required a drive source of extremely large capacity. Also, those that are opened and closed manually require a great deal of effort.

〔考案の概要〕[Summary of the idea]

本考案は以上のような点に鑑みてなされたもの
であり、ゲートが着底したときに、その上流側お
よび下流側の水路に対向する側壁部の下方端がゲ
ート底板よりも垂下されることによつて、上流
側,下流側の両水路との間が遮断される上げ底状
空間部を、ゲート下端部に設け、かつこの上げ底
状空間部と上流側水路との間を開閉弁付きの通水
路で連通させることにより、常時は開閉弁を閉状
態とすることでゲートの安定した締切り状態を確
実に得られるばかりでなく、このゲートの締切り
状態からの開放初期に、前記開閉弁を開状態とす
ることで、該ゲートに水圧による上向きへの力を
作用させてゲートの開閉動力を軽減し得るように
してなる水門開閉装置を提供するものである。以
下、本考案の実施例を図面に基づいて詳細に説明
する。
The present invention was developed in view of the above points, and when the gate reaches the bottom, the lower ends of the side walls facing the upstream and downstream waterways are suspended below the gate bottom plate. A raised-bottomed space is provided at the lower end of the gate to cut off both the upstream and downstream waterways, and a passage with an on-off valve is provided between the raised-bottomed space and the upstream waterway. By communicating with the waterway, not only can a stable shut-off state of the gate be reliably obtained by keeping the shut-off valve closed at all times, but also the shut-off valve can be kept open at the beginning of opening from the shut-off state of the gate. In this way, there is provided a water gate opening/closing device which can reduce the power required to open and close the gate by applying an upward force due to water pressure to the gate. Hereinafter, embodiments of the present invention will be described in detail based on the drawings.

〔実施例〕〔Example〕

第1図および第2図は本考案に係る水門開閉装
置を発電所の取水口水門に実施した例を示し、第
1図はその縦断面図、第2図は動作説明図であ
る。図において、ゲート1は例えばガラス繊維等
で強化された強化プラスチツクスとして知られて
いるFRP樹脂により断面縦長長方形に形成され
ており、上流側水路2と下流側水路3との間を遮
断したり開放したりするように幅方向両端部と水
門との間を水密状に形成されてローラ等を介し昇
降自在に支持されている。そして、地上やえん堤
上等には、このゲート1を昇降させる図示しない
駆動装置が設けられている。ゲート1の底板4
は、ゲート1の着底時に、この底板4と水路底面
5との間に上げ底状空間部6が形成されるように
上げ底状に形成されている。また、水路底面5と
ほぼ直交して着底する上流側水圧対向側板7と下
流側水圧対向側板8の下方端縁は、それぞれ下方
に垂下されて水路底面5との間を水密状に形成さ
れており、これによつて着底時の上げ底状空間部
6は、上下流側両水路2,3との間を遮断されて
いる。
1 and 2 show an example in which the water gate opening/closing device according to the present invention is implemented in a water intake water gate of a power plant. In the figure, the gate 1 is made of FRP resin, which is known as reinforced plastic reinforced with glass fiber, and has a vertically long rectangular cross section, and is used to block the upstream waterway 2 and the downstream waterway 3. It is formed in a watertight manner between both ends in the width direction and the water gate so that it can be opened, and is supported so as to be able to move up and down via rollers or the like. A drive device (not shown) for raising and lowering the gate 1 is provided on the ground or on the dam. Gate 1 bottom plate 4
is formed in a raised bottom shape so that a raised bottom space 6 is formed between the bottom plate 4 and the bottom surface 5 of the water channel when the gate 1 touches the bottom. In addition, the lower edges of the upstream water pressure opposing side plate 7 and the downstream water pressure opposing side plate 8, which land on the bottom almost orthogonally to the waterway bottom surface 5, are each suspended downward to form a watertight space between them and the waterway bottom surface 5. As a result, when landing on the bottom, the raised bottom space 6 is isolated from both the upstream and downstream channels 2 and 3.

また、上流側水路2と上げ底状空間部6との間
は、ゲート1内に設けたL字状の連通管9によつ
て連通されており、この連通管9には、外部から
開閉操作される開閉弁10が設けられている。
Furthermore, the upstream waterway 2 and the raised bottom space 6 are communicated through an L-shaped communication pipe 9 provided in the gate 1, and this communication pipe 9 can be opened and closed from the outside. An on-off valve 10 is provided.

以上のように構成された水門開閉装置の動作を
説明する。第2図aはゲート1が着底して締切ら
れているところを示しており、下流側水路3は水
がなくなつている。また、開閉弁10は閉じられ
ている。ゲート1を開放する場合には、外部から
の操作で開閉弁10を開くと、上流側水路2の水
が上げ底状空間部6内へ流れ込み、この水の圧力
によつてゲート1にはヘツドHに相当する水圧に
よる上向きへの作用力つまり浮力が作用する。こ
の導水ののちゲート1の昇降装置を駆動してゲー
ト1を上昇させると、その上昇初期において浮力
つまり上向きへの作用力が作用するので、駆動装
置の起動時における動力が軽減される。ゲート1
が上昇し始めると、第2図bに矢印で示すように
ゲート1の下方を通つて上流側水路2の水が下流
側水路3へ流れ込む。第2図cはゲート1が上昇
し終つたところを示している。このとき開閉弁1
0は開いている。そして、再びゲート1を下降さ
せる場合には、開閉弁10を閉じたのち昇降装置
の駆動によつて実施し、第2図dに示すようにゲ
ート1を着底させる。この場合、上げ底状空間部
6は両水路2,3との間を遮断されているので、
圧力が小さい。そして、下流側水路3をドライア
ツプまたは自然流下することにより第2図aに示
す状態になる。
The operation of the water gate opening/closing device configured as above will be explained. FIG. 2a shows the gate 1 reaching the bottom and being closed off, and the downstream channel 3 is empty of water. Further, the on-off valve 10 is closed. When opening the gate 1, when the on-off valve 10 is opened by an external operation, the water in the upstream waterway 2 flows into the raised bottom space 6, and the pressure of this water causes the gate 1 to have a head H. An upward force, or buoyancy, due to water pressure equivalent to . When the gate 1 is raised by driving the lifting device for the gate 1 after the water is introduced, a buoyant force, that is, an upward acting force is applied at the initial stage of the rise, so that the power required when starting the drive device is reduced. gate 1
When the water begins to rise, water in the upstream waterway 2 flows into the downstream waterway 3 through the lower part of the gate 1 as shown by the arrow in FIG. 2b. Figure 2c shows the gate 1 having finished rising. At this time, on-off valve 1
0 is open. When the gate 1 is to be lowered again, the on-off valve 10 is closed and the lifting device is driven to bring the gate 1 to the bottom as shown in FIG. 2d. In this case, since the raised bottom space 6 is blocked from both water channels 2 and 3,
pressure is small. Then, by drying up or flowing down the downstream waterway 3, the state shown in FIG. 2a is achieved.

なお、本実施例においては、ゲート1を軽量の
FRP樹脂で形成したので、ゲート1の上昇動力
がされに軽減されるが、必ずしもFRP樹脂で形
成する必要がなく、金属板で形成しても上げ底状
空間部6の効果が発揮される。また、FRP樹脂
で形成すれば、耐食性において優れているので、
ゲートの耐久性が向上する。
In addition, in this example, the gate 1 is a lightweight
Since it is made of FRP resin, the lifting power of the gate 1 is reduced considerably, but it is not necessarily made of FRP resin, and even if it is made of a metal plate, the effect of the raised bottom space 6 can be exhibited. In addition, if it is made of FRP resin, it has excellent corrosion resistance, so
Increases the durability of the gate.

〔考案の効果〕[Effect of idea]

以上の説明から明らかなように本考案に係る水
門開閉装置によれば、ゲートが着底したときに、
上流側および下流側の水路に対向する側壁部の下
方端がゲート底板よりも垂下されることによつ
て、上流側,下流側の両水路との間が遮断される
上げ底状空間部を、ゲート下端部に設け、かつこ
の上げ底状空間部と上流側水路との間を開閉弁付
きの通水路で連通させるように構成したので、簡
単な構成にもかかわらず、常時は開閉弁を閉状態
とすることでゲートの安定した締切り状態を確実
に得られるばかりでなく、このゲートの締切り状
態からのゲートを上昇させる開放初期に、開閉弁
を開状態とすることで、該上げ底状空間部に上流
側水路の水を通水路経由で流入させ、これにより
上流側水路のヘツドに相当する大きな水圧による
上向きへの力(浮力)をゲートに作用させること
が可能で、その結果として該ゲートの上昇初期に
おける上昇に要する力を軽減でき、昇降装置の動
力を大幅に軽減することができ、また手動で開閉
するものにあつては労力を著しく軽減し得るとい
う種々優れた効果を奏する。さらに、本考案によ
れば、上述した開閉弁を閉じてゲートを下降させ
て締切り状態としたときには、上記上向きの力が
ないために、安定した締切り状態を確実に得るこ
とが可能となる等の利点がある。
As is clear from the above explanation, according to the water gate opening/closing device according to the present invention, when the gate reaches the bottom,
The lower end of the side wall facing the upstream and downstream waterways is suspended below the gate bottom plate, thereby creating a raised bottom space that is cut off from both the upstream and downstream waterways. It is provided at the lower end and is configured to communicate between this raised bottom space and the upstream waterway through a passageway with an on-off valve, so despite the simple configuration, the on-off valve is always closed. By doing so, not only can a stable closed state of the gate be obtained reliably, but also by opening the on-off valve at the initial stage of opening when the gate is raised from the closed state, it is possible to By allowing water from the side channel to flow in via the channel, it is possible to apply an upward force (buoyancy) to the gate due to large water pressure equivalent to the head of the upstream channel, and as a result, the gate initially rises. It has various excellent effects, such as reducing the force required to lift the lift, significantly reducing the power required for the lifting and lowering device, and significantly reducing labor in the case of manually opened/closed devices. Further, according to the present invention, when the above-mentioned on-off valve is closed and the gate is lowered to set the shut-off state, there is no upward force, so that it is possible to reliably obtain a stable shut-off state. There are advantages.

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

第1図および第2図は本考案に係る水門開閉装
置の実施例を示し、第1図はその縦断面図、第2
図は動作説明図である。 1……ゲート、2……上流側水路、3……下流
側水路、4……底板、5……水路底面、6……上
げ底状空間部、7……上流側水圧対向側板、8…
…下流側水圧対向側板、9……連通管、10……
開閉弁。
1 and 2 show an embodiment of the water gate opening/closing device according to the present invention, FIG. 1 is a longitudinal sectional view thereof, and FIG.
The figure is an explanatory diagram of the operation. DESCRIPTION OF SYMBOLS 1... Gate, 2... Upstream waterway, 3... Downstream waterway, 4... Bottom plate, 5... Channel bottom, 6... Raised bottom space, 7... Upstream side water pressure opposing side plate, 8...
...Downstream water pressure opposing side plate, 9...Communication pipe, 10...
Open/close valve.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上流側水圧対向面が水路底面とほぼ直交した昇
降自在なゲートを備えてなり、このゲートの上流
側,下流側水路に対向する側壁部が、ゲート底板
よりも下方に垂下されることにより、このゲート
の着底時に上流側,下流側の両水路との間が遮断
される上げ底状空間部を、ゲートの下端部に設け
るとともに、この上げ底状空間部と前記上流側水
路との間を、外部から操作可能でかつ前記ゲート
の締切り状態から開放されるときに開動作される
開閉弁を有する通水路で連通させたことを特徴と
する水門開閉装置。
The upstream water pressure facing surface is provided with a gate that can be raised and lowered almost perpendicularly to the bottom of the waterway, and the side walls facing the upstream and downstream waterways of this gate are suspended below the gate bottom plate. A raised-bottom space is provided at the lower end of the gate that is cut off from both the upstream and downstream waterways when the gate touches the bottom, and an external 1. A water gate opening/closing device, characterized in that the water gate is connected through a water passage having an opening/closing valve that can be operated from the gate and is opened when the gate is released from a closed state.
JP4176784U 1984-03-26 1984-03-26 Water gate opening/closing device Granted JPS60154421U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4176784U JPS60154421U (en) 1984-03-26 1984-03-26 Water gate opening/closing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4176784U JPS60154421U (en) 1984-03-26 1984-03-26 Water gate opening/closing device

Publications (2)

Publication Number Publication Date
JPS60154421U JPS60154421U (en) 1985-10-15
JPH044024Y2 true JPH044024Y2 (en) 1992-02-06

Family

ID=30551899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4176784U Granted JPS60154421U (en) 1984-03-26 1984-03-26 Water gate opening/closing device

Country Status (1)

Country Link
JP (1) JPS60154421U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54131321A (en) * 1978-04-03 1979-10-12 Mitsubishi Heavy Ind Ltd Floodgate door

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54131321A (en) * 1978-04-03 1979-10-12 Mitsubishi Heavy Ind Ltd Floodgate door

Also Published As

Publication number Publication date
JPS60154421U (en) 1985-10-15

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