JPS58185808A - Water control device - Google Patents

Water control device

Info

Publication number
JPS58185808A
JPS58185808A JP6928782A JP6928782A JPS58185808A JP S58185808 A JPS58185808 A JP S58185808A JP 6928782 A JP6928782 A JP 6928782A JP 6928782 A JP6928782 A JP 6928782A JP S58185808 A JPS58185808 A JP S58185808A
Authority
JP
Japan
Prior art keywords
water
intake
water tank
pipe
channel
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.)
Granted
Application number
JP6928782A
Other languages
Japanese (ja)
Other versions
JPS6213443B2 (en
Inventor
Senji Oigawa
大井川 宣治
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.)
MOBURON KK
Original Assignee
MOBURON KK
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 MOBURON KK filed Critical MOBURON KK
Priority to JP6928782A priority Critical patent/JPS58185808A/en
Publication of JPS58185808A publication Critical patent/JPS58185808A/en
Publication of JPS6213443B2 publication Critical patent/JPS6213443B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B13/00Irrigation ditches, i.e. gravity flow, open channel water distribution systems
    • E02B13/02Closures for irrigation conduits

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To obtain an automatic water-intake and stopping device having a simple mechanism in which a water tank is connected to an intake pathway, and a U-shaped tube whose level becomes higher than the intake face at the time of rising but becomes lower than the intake face at the time of falling is provided in the water tank and rotatably connected with the intake port and the discharge port. CONSTITUTION:In a water intake device having an easy water intake and stopping system, a water tank 16 leading to an intake pathway 20 is provided, and a U-shaped tube 10 is connected with the intake port 22 and discharge port 26 of the water tank 16 in such a way as to enable the tube 10 to vertically move in a rocking manner around the intake port 22 and discharge port 26 as the rotation centers. Also, when the U-shaped tube 10 rises, the level of the communication pathway of the tube 10 becomes higher than the water level of the intake pathway 20, whereas when it falls, the level of the communication pathway becomes lower than the water surface of the intake pathway 20. In the water tank 16, the discharge port through which a larger amount of water is discharged than the water coming into the water tank 16 from the intake pathway 20 is provided in a freely opening or closing manner by a proper valve mechanism.

Description

【発明の詳細な説明】 本発明は水管理装置に関し、一層詳細には簡易な機構で
、かつ機械的な作用のみで自動的に取水11次が行える
水管PI!装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water management device, and more particularly to a water pipe PI which has a simple mechanism and can automatically perform 11 water intakes using only mechanical action! Regarding equipment.

セ)二東農)1用/J(路その曲の水路等に設けられて
い/)Ik門閂11自11;<は「動で開閉操作される
。すなわ「、門1+1+内聞開機構は門扉にかかる水圧
によってl\ソドス1−ツク式、へベルキア式、ウオー
ムギアJ(5・が採用さ41、こ41に連繋されたハン
ドルを操11rることによって門tutが開閉される。
CE) 2 East Agriculture) 1/J (installed in the waterway of the road, etc./) Ik Gate 11 Auto 11; A Sodos 1-tsuk type, a Heberkia type, and a worm gear J (5) are adopted by the water pressure applied to the gate 41, and by operating a handle connected to this 41, the gate tut is opened and closed.

しかしながらこのハシ1〜ルト11作には大きな力を要
するなど、年長に、婦人、未紅験名には無理であり、ま
た水門は一般に人家から離れた場所に設置されているこ
となどから、通常特定の管理人を必要とする。
However, this operation from Hashi 1 to Ruto 11 requires a great deal of strength, making it impossible for older people, women, and Mikokenna, and also because water gates are generally located far away from people's homes. Usually requires a specific custodian.

−万り動でなく電動式のものも発電所など特殊なJH,
b aに用いられているが、I―記の如く人家からgl
fiTだ水門においては、電動式によると新たに電4(
、を立てたり電線を引くなどの電気工事を要する曲、電
!1il1式に隻するモ〜り等の各種機器の保守管即が
必要であり、特に4尻用水の取水においては蓼期間なと
長期にわたって使用しないことが多いか(、故障がイ6
11シやすいなと種々の難点がある。
-Special JH, such as electric power plants and non-mobile ones,
b It is used in a, but as in I-ki, gl
At the fiT flood gate, according to the electric type, there will be a new electric 4 (
, songs that require electrical work such as erecting or drawing electric wires, electric! It is necessary to immediately maintain maintenance pipes for various equipment such as mowers installed on a 1il1 type ship, and especially in the case of water intake for 4-way water, it is often not used for long periods of time (such as breakdowns).
11. Although it is easy, there are various difficulties.

このため1記のような水門のみならず、水田に取d:す
るような揚台においても、いちいち人手をたAわすこと
なく自動的に取水が行え、かつ電力を要しないIjTj
5なlIl水装j6が要9(されていた。不発1111
は1.記数9イに応えるものであり、その目的とすると
ころは、電力を凹することなく自動的に取水が竹え、か
つ簡易な構活で故障もΦなく、安価に提供しうる、取水
路に連通する水槽を設け、一端においてほば【1字状に
連通ずる導水路と給水路とをイ」゛する管体を、前記水
槽内に起立時に前記導水路と給水路との連通部が取水路
の水面よりもにbくなるように、かつ倒伏時には前記連
通部が前、1′己水而よりも低くなるように、水槽内の
増減する水位に従って起伏動自在に支持し、前記導水路
の反連通部側をniJ記取水路に連通し、’+)tl記
給水路の反連通部側を分水路に聞目し、1市記水槽には
前記取水路かrIIk、槽内に流入する水よりも多量の
水を排出するf1111+ 1’、lを適宜弁機構によ
って開閉口イf;に設けたことを特徴とする水管理装置
を提供するにある。
For this reason, water can be taken in automatically, not only at water gates as described in 1 above, but also at lifting platforms such as those used in rice fields, without requiring any manual labor, and which does not require electricity.
5 lIl water equipment j6 was required 9 (was. Unexploded 1111
is 1. The purpose is to create an intake channel that can automatically intake water without sacrificing power, is simple to set up, does not have trouble, and can be provided at low cost. A water tank is provided that communicates with the water supply channel, and a pipe body that connects the water supply channel and the water supply channel that communicate in a shape of a straight line is installed at one end so that when the pipe body is erected in the water tank, the communication portion between the water supply channel and the water supply channel is connected. The guide is supported so as to be movable up and down according to the increasing and decreasing water level in the water tank so that it is lower than the water level of the intake channel, and so that the communicating part is lower than the front water level when it is collapsed. The non-communicating side of the waterway is connected to the niJ intake channel, and the non-communicating side of the water supply channel is connected to the diversion channel. An object of the present invention is to provide a water management device characterized in that an opening/closing port (f) for discharging a larger amount of water than the amount of water that is discharged by an appropriate valve mechanism is provided at the opening/closing port (f).

以下添付図面に!、[づき本発明の好適な実施例を詐f
i11に説明する。
See the attached drawing below! , [describing the preferred embodiment of the present invention]
I will explain to i11.

10は導水路A、給水路I3が−・端において連通さ4
1>n、+t;状か(干は、・I・ll ’j:状をな
す回動管である。
10, the water supply channel A and the water supply channel I3 are connected at the - end 4
1>n, +t; shape?

!I;L水路Aの曲金1:1’r l!!Ifは閉す’
15さイ1、この閉塞された他端近傍の14給水路II
側の側1F、’ffに設けだ円孔には円筒状の1iil
管12が突設されている。給水路13も同様にしてイt
u Mil、iイl111が閉す−ニされ、反導水路A
側の側11.’iに設けだ円孔に円筒状の側管14が突
設されている。
! I;L waterway A curved metal 1:1'r l! ! If close'
15 Sai 1, 14 Water Supply Channel II near the other end of this blockage
There is a cylindrical 1iil in the oval hole provided on the side 1F, 'ff.
A tube 12 is provided protrudingly. Do the same for the water supply channel 13.
u Mil, i Il111 is closed, anti-headrace A
side side11. A cylindrical side pipe 14 protrudes from an oval hole provided at 'i.

16は水槽であり、その測置ζ718下部には取水路2
0に連通す名取水管22が接続されている。
16 is a water tank, and the intake channel 2 is located at the bottom of the tank ζ718.
A water intake pipe 22 communicating with 0 is connected.

また水槽16の−1−記側壁18に対向する側壁24に
はIIV水管22に対向位置して給水管26が接続され
、この給水管26の他端は分水路28に開口している。
Further, a water supply pipe 26 is connected to a side wall 24 of the water tank 16 opposite to the side wall 18 indicated by -1- in a position opposite to the IIV water pipe 22, and the other end of this water supply pipe 26 is opened to a diversion channel 28.

モして1)II記回動管10のJぶ水路Aの側管12は
1−記ul水管22に、また給水路!)の側管14は」
―記恰水管26に1に合しており、回動管10は、取水
管22.給水管26を軸として水槽16内で起伏自イ1
−に回動しうるようになっている。前記取水管22 、
11!II管12.ノy水路A、給水路B、側管14゜
耐水管26に上って取水路20から分水路28への水供
給通路が形成さ第1る。また+iiJ記取水管22と1
ijll管12.給水管26と1ljll菅14との嵌
合部にはパツキン等のシール部材(図小せず)が嵌入さ
れて漏水シールが施さ11ている。30は回動管10下
面に固イ°”iしたフロートであり、11「記導水路へ
と給水路I)との連通部、すなわち11字管の曲折部が
水槽16の水面上に完全に浮き」−るように回動管10
に浮力を与えている。したがって回動管10は後記する
ように水槽16内の水位変化に応して起伏動する。なお
回動管lOの素材として比重の小さいものを用いること
によって、上記のようにフロート30を設けずとも回動
管10を浮かせることができることはいうまでもない。
1) The side pipe 12 of the water channel A of the rotating pipe 10 described in II is connected to the water pipe 22 described in 1-ul, and the water supply channel! )'s side pipe 14 is
1 to the water pipe 26, and the rotating pipe 10 is connected to the water intake pipe 22. The ups and downs in the water tank 16 with the water supply pipe 26 as the axis 1
It is designed so that it can be rotated to -. the water intake pipe 22;
11! II tube 12. A water supply passage from the intake waterway 20 to the branch waterway 28 is formed by going up the waterway A, the water supply waterway B, and the side pipe 14 to the water-resistant pipe 26. In addition, +iiJ water intake pipes 22 and 1
ijll tube 12. A sealing member such as a gasket (not shown) is fitted into the fitting portion between the water supply pipe 26 and the tube 14 to provide a water leakage seal 11. Reference numeral 30 denotes a float fixed on the lower surface of the rotating pipe 10, and the communicating part between the water supply channel 11 and the water supply channel I), that is, the bent part of the pipe 11, is completely above the water surface of the water tank 16. Rotating tube 10 so that it floats
gives buoyancy to. Therefore, the rotating tube 10 moves up and down in response to changes in the water level in the water tank 16, as will be described later. It goes without saying that by using a material with low specific gravity as the material for the rotating tube IO, the rotating tube 10 can be made to float without providing the float 30 as described above.

次に、32は導水路A下面に設けた透孔であり、この透
孔32および側管12.取水管22を通じて水槽16は
取水路20に連通し、水槽16内はlfv水路20と同
水伯に保たれる。なお適宜な接続へ−rプ(図小せず)
を設けて取水路20と水槽16とをn[f m連通して
もよい。
Next, 32 is a through hole provided on the lower surface of the water conduit A, and this through hole 32 and the side pipe 12. The water tank 16 communicates with the intake waterway 20 through the water intake pipe 22, and the inside of the water tank 16 is maintained at the same level as the LFV waterway 20. Please proceed to the appropriate connection (diagram not shown).
n[f m may be provided to connect the intake channel 20 and the water tank 16.

34は水槽16に設けたiJト水管である。この排lJ
(管34から111出される水11【は前記透孔32お
よびtG 1ft!する空気孔から水槽16内に流入す
る木繊の総和上りも〕、きくなるように設定されている
34 is an iJ water pipe provided in the water tank 16. This exclusion lJ
(Water 11 discharged from the pipe 34 [also the sum of the wood fibers flowing into the water tank 16 from the through hole 32 and the air hole tG 1ft!]) is set so that it becomes louder.

排水管34はtG記するように適宜機構によって開閉さ
第1る。
The drain pipe 34 is first opened and closed by an appropriate mechanism as shown in tG.

36は回動管10の導水路へと給水路Bとの連通部1:
而に設けた空気孔であり、これによって回動管10内は
大気に開放されている。
36 is a communication part 1 between the water supply channel B and the water conduit of the rotating pipe 10:
The inside of the rotary tube 10 is opened to the atmosphere by means of an air hole provided therein.

次に排水管34の開門機構について説明する。Next, a mechanism for opening the drain pipe 34 will be explained.

第3図において38は水管理装置の下方にある水田等の
被管理水槽であり、前記分水路28が接続されている。
In FIG. 3, numeral 38 is a water tank to be managed such as a paddy field located below the water management device, to which the diversion channel 28 is connected.

40は拮水管34の開閉弁で軸41を中心とする回動+
1・43の先f^)に設けられている。
Reference numeral 40 denotes an on-off valve for the water pipe 34, which rotates around a shaft 41.
It is located at f^) ahead of 1.43.

44は同IILIIt143の他端側に設けた上限設定
用のヒシ、46(はト限設Y用のピンである。42は上
記ピン44.46に作用する突杆48を何する)11=
トである。しかして水田内の水位が下って711−一ト
42が降下し、フロート42に設けた突杆48がピン4
6を押l(すると回動杆43が回動さイ1て開開弁40
が開放方向に移動され排水@34h)聞11される。ま
たIllに水が流入し、水111内の水イク!が十って
突杆48がピン44を押fEすると開閉jr40が閉塞
力向に移動さ第1枡水管34が閉塞さtlるようになっ
ている。
44 is a lever for setting the upper limit provided on the other end side of the IILIIt 143, 46 (is a pin for setting the limit Y. 42 is a pin 44, what does the protrusion 48 that acts on the above pin 46 do?) 11=
It is. However, as the water level in the rice field falls, the 711-1to 42 descends, and the protrusion 48 provided on the float 42 hits the pin 4.
Press 6 (then the rotating rod 43 will rotate and open/open valve 40
is moved in the opening direction and water is drained @34h). Water also flows into Ill, and the water in water 111 cums! When the lever 48 pushes the pin 44, the opening/closing lever 40 is moved in the direction of the closing force, and the first water pipe 34 is closed.

この111水管34の開閉機構は機械的に適1L構成し
イ1する他、電磁弁を用いるなど電気的にも任意に構成
しtυる。機械的にはポールタップ方式(図示1tず)
が一般的に採用し得る。
The opening/closing mechanism for the 111 water pipe 34 can be constructed mechanically as appropriate, or electrically as desired, such as by using a solenoid valve. Mechanically, it is a pole tap method (1t not shown)
can be generally adopted.

続いて−に記実施例の作用について説明する。まず波管
PII水槽38の水位が下がると、上記の如くJ、I+
水管34が開「1され、水槽16内の水が排出される。
Next, the operation of the embodiment described in - will be explained. First, when the water level of the wave tube PII tank 38 falls, J, I+
The water pipe 34 is opened and the water in the water tank 16 is discharged.

ここにおいて+iil述の如く、透孔32から水槽16
内に流入する水htよりも排出される水量の力が多くな
るように設定さオ]ているから、水槽16内の水位は徐
々に(あるいは−気に)下降し、こ第1につれて回動管
10も下方に回動する。回動管10がほば水平位置まで
倒伏すると導水路へから給水路13側に水が流れ、取水
路20から分水路28に分水されるものである。回動管
10が下降すると、水槽10内には透孔32の曲に空気
孔36か1−、もが(か流)(することになるが、前記
した如くこv)37流水:辻よりも(月水管34から(
ル出される水htの〕jが寥くなるように設定さイ1て
いるから回動管10はこの状態で維持される。なお水圧
等の関係で回動管10の「降位置によって−1−記合流
水社と(11水11」とが等しくなって回動管10の下
降が停月し・て平倹工状態に達する場合であっても、こ
の平衡4−’!置において、導水路へから給水路0側に
水が流入する状態であればよい。
Here, as described in +iii, from the through hole 32 to the water tank 16.
Since the water level in the water tank 16 is set so that the force of the water being discharged is greater than that of the water flowing into the water tank 16, the water level in the water tank 16 gradually (or rather) falls, and the water rotates accordingly. The tube 10 also pivots downward. When the rotating pipe 10 is lowered to a nearly horizontal position, water flows from the headrace to the supply channel 13 side, and is diverted from the intake channel 20 to the diversion channel 28. When the rotary tube 10 descends, the air hole 36 or 1- flows into the water tank 10 along the curve of the through hole 32, and the flow (as described above) 37 flows from the tsuji. Also (from Moon Water Tube 34)
The rotary tube 10 is maintained in this state because it is set so that the amount of water ht that is discharged from the rotor is saturated. In addition, due to water pressure, etc., depending on the lowering position of the rotating pipe 10, the -1- written confluence and (11 water 11) become equal, and the lowering of the rotating pipe 10 stops, resulting in a flat state. Even if the water reaches the equilibrium position 4-'!, it is sufficient that water flows from the headrace to the water supply channel 0 side.

しかして分水路28から被管理水槽38に水が流入して
、被管理水槽38内の水位が高くなるが、所′lど水位
に達すると前記の如く排水管34が閉塞され、したかつ
て水槽16内の水位が高くなる。
As a result, water flows into the managed water tank 38 from the diversion channel 28, and the water level in the managed water tank 38 rises. The water level inside 16 will rise.

こイ1につれて回動?110も上方に起立し、回動管1
0はFU 1ljlの状態、すなわち導水路Aと給水路
Bの小通部が水槽16の水位よりも上方になる位置にま
で復帰し、ここにおいで導水路Aから給水路Hすなオ)
ち1Fノ水路20から分水路28への水の流オlが11
水さ11ろ。なお空気孔36の存f(二によって回動管
10内はサイフオン状態になることがなく確実に止水さ
れる。そして給水路13から水が抜けたI゛L後は、こ
の空の給水路1(の部分が一種のフロー1−となり、フ
ロート30と(IIせて作用し回動管10の復帰がスム
ーズに行われる。なおこの空気孔36は回動管10が大
径のもののときは必ずしも設けずともよく、導水路^あ
るいは給水路II側か「)入り込む空気によってサイフ
オンが破壊される場合がある。
Rotating with Koi 1? 110 also stands upward, and the rotating tube 1
0 is the state of FU 1ljl, that is, the small passage of the headrace A and the water supply waterway B has returned to the position where it is above the water level of the water tank 16, and at this point, the flow from the headrace A to the water supply waterway H is completed.
The water flow from the 1st floor waterway 20 to the diversion waterway 28 is 11.
Water is 11ro. Note that the presence of the air hole 36 (2) ensures that the inside of the rotating tube 10 does not become in a siphon state and the water is shut off.And after the water has drained from the water supply channel 13, this empty water supply channel The part 1( becomes a kind of flow 1-, which acts together with the float 30 and (II) to smoothly return the rotating tube 10. Note that this air hole 36 is closed when the rotating tube 10 has a large diameter. It does not necessarily need to be provided, and the siphon may be destroyed by air entering from the water conduit ^ or water supply conduit II side.

1・記実施例においては回動管10としてU字形状のも
のを用いたが、これに限定されることはなく、例えば回
動管を円柱あるいは角柱状に形成し、中央にイ(切離を
設けて導水路と給水路を形成し、−10部を連通ずるよ
うにしてもよく、要は導水路と給水路とが、回動管が起
立した際に取水路と11d水イー“tの水槽の水面を跨
いで連通ずるようになっていわばよい。
1. In the embodiment described above, a U-shaped rotary tube 10 was used, but the rotary tube 10 is not limited to this. For example, the rotary tube may be formed into a cylindrical or prismatic shape, with a cutout in the center. may be provided to form a headrace channel and a water supply channel, and communicate with the -10 part.In short, the headrace channel and the supply channel may be connected to the intake channel and the 11d water e "t" when the rotating pipe is erected. It is good to be able to communicate across the water surface of the aquarium.

第4図はさらに他の実施例をボす。本実施例においては
水槽50内の同一側壁52に取水路へに連通する11M
水管54と分水路IIに聞[1する給水管56とを聞1
]Iシ、この両開11部に11字む58の両it、、:
、、をフL−キシゾルなψl、llLu管60 a +
 601+を介して1a続しである。他はI2第1の実
施例と同様であるので説明を白略する。
FIG. 4 shows yet another embodiment. In this embodiment, 11M is connected to the same side wall 52 in the water tank 50 and communicates with the intake channel.
The water supply pipe 56 connected to the water pipe 54 and the diversion channel II is connected to the
] Ishi, 58 double it, 11 characters in this 11 double-opening part,...
,, is the flux L-xysol ψl, llLu tube 60 a +
It is connected to 1a via 601+. The rest is the same as the I2 first embodiment, so the explanation will be omitted.

このようにしてもU字管58を起伏動させることができ
同様の作用効果をろする。
Even in this manner, the U-shaped tube 58 can be raised and lowered, and similar effects can be obtained.

その他(1字管を起伏動白イj・にするには取水管と給
水管σ月)旧1部に球状体(図示せず)を設け、U字管
基部をこの球状体に外嵌して、球状体の回りに回動する
ようにするなと種々の構成が考えられる。
Others (in order to make the 1-shaped pipe undulating, the water intake pipe and the water supply pipe σ month) A spherical body (not shown) is installed in the old 1st part, and the base of the U-shaped pipe is fitted onto this spherical body. Various configurations are conceivable so that the spherical body rotates around the spherical body.

以上のように本発明によるときは、取水・止水が回動管
の起伏動によって確実に行え、水泳作用か極めて小さく
、装置にがかる0荷が小さいことから設、frもを局で
耐久性が良く安価に提供しうるの!トなr、す、電力を
要することなく冗全自動化がJj二或しうろ等の8効を
会する。
As described above, according to the present invention, water intake and water stoppage can be reliably performed by the up-and-down movement of the rotating pipe, the swimming action is extremely small, and the zero load applied to the device is small, so the installation and fr are durable at the station. We can provide it at a good price! Redundant automation achieves eight benefits, such as two or more, without requiring electricity.

以1、木46明につき好適な実施例を挙げて種々、1・
△明したか、本発明はこの実施例に限定されるものでは
なく、イ1−四の1’7神を逸脱しない範囲内で多くの
改費を施しれノろのはもちろんのことである。
Hereinafter, we will list various preferred embodiments for 46 trees, 1.
As mentioned above, the present invention is not limited to this embodiment, and it goes without saying that many modifications can be made within the scope of A1-4 1'7. .

4.17I+67 ノRri i7i す!間第1図は
本発明装置の平面図、第2図は回動管の起伏状態を小す
説明図、第:3図は開閉弁機構を小す説明図、第4図は
さらに他の実施例を、Jりす説明図である。
4.17I+67ノRri i7i! Fig. 1 is a plan view of the device of the present invention, Fig. 2 is an explanatory view of reducing the undulation of the rotating pipe, Fig. 3 is an explanatory view of reducing the opening/closing valve mechanism, and Fig. 4 is a further example of another implementation. An example is an explanatory diagram of J squirrel.

10・・・・回動管、  12.14・・・・側管、1
6・・・・水槽、  18・・・側壁、 20・・・・
取水路。
10...Rotating pipe, 12.14...Side pipe, 1
6...Aquarium, 18...Side wall, 20...
Intake waterway.

22・・・・取水管、 24・・・・(ijlJ jj
i 、  2.5・・・・給水路、  28・・・・分
水路、  30・・・・フロート。
22... Water intake pipe, 24... (ijlJ jj
i, 2.5... Supply channel, 28... Diversion channel, 30... Float.

32・・・・透孔、 34・・・・排水管、 36・・
・・空気孔、 38・・・・被管理水槽、 40・・・
・開閉弁。
32...Through hole, 34...Drain pipe, 36...
...Air hole, 38...Managed water tank, 40...
・Opening/closing valve.

41・・・・軸、  42・・・・フロート、  43
・・・・1mJ手+、  44.46・・・・ピン、 
48・・・・突杆。
41...Axis, 42...Float, 43
...1mJ hand +, 44.46...pin,
48...Trust.

50・・・・水槽、 52・・・・側1tt+  54
・・・・取水管、 56・・・・給水管、 58・・・
・U字管。
50...water tank, 52...side 1tt+ 54
... Water intake pipe, 56 ... Water supply pipe, 58 ...
・U-shaped tube.

60a、5Qb・・・・蛇腹管。60a, 5Qb... bellows tube.

待を一出願人 モブロンfi限会社 代表片 大井用 ゛宣治 第1図 第21刺 0Wait for the applicant Mobron fi limited company Representative piece for Oi Nobuharu Figure 1 21st sting 0

Claims (1)

【特許請求の範囲】[Claims] 1、取水路に連通ずる水槽を設け、一端においてほは(
1字状に連通ずる導水路と給水路とを(iする管体を、
前記水槽内に、起立時に前記導水路と給水路との連通”
部が取水路の水面よりも?+’h くなるように、かつ
倒伏時には前記連通部が前記水面よりも低くなるように
、水槽内の増減する水位に従って起伏動自在に支持し、
前記導水路の反連通部側を前記取水路に連通し、rff
J記給水路の反連通部側を分水路に開1−1シ、前記水
槽には前記取水路から水槽内に流入する水よりも多量の
水を排出する排出口を適宜弁機構によって開閉自在に設
けたことを特徴とする水管f811装置。
1. Install a water tank that communicates with the intake channel, and set up a water tank at one end.
A pipe body that connects a water conduit and a water supply conduit that communicate in a straight line (i),
In the water tank, there is a connection between the headrace channel and the water supply channel when standing up.
Is it higher than the water surface of the intake channel? +'h, and so that the communication part is lower than the water surface when it is collapsed, so that it can be raised and lowered according to the increasing and decreasing water level in the aquarium,
The opposite side of the water supply channel is connected to the intake channel, and the rff
The opposite side of the water supply channel J is opened into a diversion channel 1-1, and the water tank has an outlet that discharges a larger amount of water than the water flowing into the water tank from the intake channel, which can be opened and closed as needed by a valve mechanism. A water pipe f811 device characterized in that it is provided in.
JP6928782A 1982-04-23 1982-04-23 Water control device Granted JPS58185808A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6928782A JPS58185808A (en) 1982-04-23 1982-04-23 Water control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6928782A JPS58185808A (en) 1982-04-23 1982-04-23 Water control device

Publications (2)

Publication Number Publication Date
JPS58185808A true JPS58185808A (en) 1983-10-29
JPS6213443B2 JPS6213443B2 (en) 1987-03-26

Family

ID=13398234

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6928782A Granted JPS58185808A (en) 1982-04-23 1982-04-23 Water control device

Country Status (1)

Country Link
JP (1) JPS58185808A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100645907B1 (en) 2004-02-02 2006-11-13 강명석 Underground water blocking apparatus with means for preventing backward flow
KR100836801B1 (en) * 2007-04-02 2008-06-10 강명석 Underground water blocking apparatus with means for preventing backward flow

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100645907B1 (en) 2004-02-02 2006-11-13 강명석 Underground water blocking apparatus with means for preventing backward flow
KR100836801B1 (en) * 2007-04-02 2008-06-10 강명석 Underground water blocking apparatus with means for preventing backward flow

Also Published As

Publication number Publication date
JPS6213443B2 (en) 1987-03-26

Similar Documents

Publication Publication Date Title
US5367723A (en) Valve for regulating water level in a swimming pool
AU628425B2 (en) A method and a device for automatic circulation in a waste water pump station
CN206667365U (en) A kind of underground pump station structure of well formula installation
US4272640A (en) Automatic sewage valve
JPS58185808A (en) Water control device
CN206175786U (en) Remote control ball -cock assembly moisturizing device
US2786542A (en) Anti-flood float valve
CN104864160A (en) Pilot-operated type axial hydro-automatic gate
CN108867564A (en) One kind is surged aerial drainage gate and gate system
US7690054B1 (en) Water level control for vanishing edge pool
KR200215632Y1 (en) Open/Close valve for sewage manhole
JP3091112U (en) Gate float structure
KR20170081374A (en) floodgate apparatus for draining ground water
JPS59215549A (en) Freeze preventive device by drainage for solar heat water heater
CN217998268U (en) Automatic pump room overflow cutting device
KR101922437B1 (en) flood gate of draining pump plant
CN219827783U (en) Water stop ball valve for gas pipeline
CN219808336U (en) Water conservancy construction is with reposition of redundant personnel sluice
CN204611056U (en) A kind of water-leakage preventing system
CN106402463A (en) Water supplementing device utilizing remote-control floating ball valve
CN216619793U (en) Temperature-controllable boiler pollution discharge and cool water mixing system
US10676947B2 (en) Modulating butterfly valve for controlling water level in a swimming pool
JP3516924B2 (en) Upstream water level control gate of waterway
KR200372364Y1 (en) The Automatic water-flow control system using a floating water-gate
US2283910A (en) Automatic three-way valve control for steam heating systems