JPH03100220A - Diversion device - Google Patents

Diversion device

Info

Publication number
JPH03100220A
JPH03100220A JP23800289A JP23800289A JPH03100220A JP H03100220 A JPH03100220 A JP H03100220A JP 23800289 A JP23800289 A JP 23800289A JP 23800289 A JP23800289 A JP 23800289A JP H03100220 A JPH03100220 A JP H03100220A
Authority
JP
Japan
Prior art keywords
water
float
overflow
water diversion
overflow weir
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
JP23800289A
Other languages
Japanese (ja)
Other versions
JPH0781261B2 (en
Inventor
Riyouichi Taruishi
樽石 良一
Tomomi Koizumi
小泉 智美
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.)
SANWA GIJUTSU CONSULTANT KK
Maezawa Industries Inc
Original Assignee
SANWA GIJUTSU CONSULTANT KK
Maezawa Industries Inc
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 SANWA GIJUTSU CONSULTANT KK, Maezawa Industries Inc filed Critical SANWA GIJUTSU CONSULTANT KK
Priority to JP1238002A priority Critical patent/JPH0781261B2/en
Publication of JPH03100220A publication Critical patent/JPH03100220A/en
Publication of JPH0781261B2 publication Critical patent/JPH0781261B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To keep the storm overflow quantity constant by installing a float for raising and lowering a vertical weir, following the vertical movement of the water level, into a vertical frame and installing an overflow weir for vertically changing the overflow position of water through the vertical movement with the vertical frame. CONSTITUTION:When the water level WL in a storm overflow 1 rises, a float 15 rises, and a rod 16 is pushed up and a vertical frame 5 is raised. Then, an overflow weir 22 suspended onto an arm 14 by a screw rod 20 rises, and the distance between the water level WL and an upper edge 22a is kept constant. Further, when the water level WL lowers, the float 15 lowers, and the overflow weir 22 lowers.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は潅厩設備において本管の途中から水を用水路に
流すのに主として用いられる分水装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a water diversion device mainly used in irrigation equipment to flow water from the middle of a main pipe into an irrigation canal.

〔従来の技術〕[Conventional technology]

分水装置として、第5図に示すものが知られている。こ
れについて説明すると、本管31から分岐管32が分岐
され、分水量33に開口して設けられている。上記分岐
管32にはフロート34によって開閉させられるバタフ
ライ弁35が取り付けられるとともに、上記分水量33
の分水溝36に溢流堰37が上下に調節自在に設けられ
ている。
As a water diversion device, one shown in FIG. 5 is known. To explain this, a branch pipe 32 is branched from a main pipe 31 and opened to a water distribution volume 33 . A butterfly valve 35 that is opened and closed by a float 34 is attached to the branch pipe 32, and the water diversion amount 33
An overflow weir 37 is provided in the water diversion groove 36 so as to be adjustable up and down.

この分水装置では、分水量33の水面WLが低くなると
、フロート34が下がってバタフライ弁35を開方向に
動かし、また水面WLが高くなると、フロート34が上
昇してバタフライ弁35を閉方向に動かす。また、溢流
堰37は分水溝36から用水路38に流れる水の溢流位
置を定める。
In this water diversion device, when the water surface WL of the water diversion amount 33 becomes low, the float 34 lowers and moves the butterfly valve 35 in the opening direction, and when the water surface WL becomes high, the float 34 rises and moves the butterfly valve 35 in the closing direction. move. Further, the overflow weir 37 determines the overflow position of water flowing from the water diversion groove 36 to the irrigation canal 38 .

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

上記従来の分水装置においては、フロート34によるバ
タフライ弁35の自動的な開閉によって水面WLが上下
に動くため、分水溝36から用水路38に流れる水の量
が大きく変動することになり、正確に分水量を定めるこ
とができない。
In the above-mentioned conventional water diversion device, the water surface WL moves up and down by the automatic opening and closing of the butterfly valve 35 by the float 34, so the amount of water flowing from the water diversion groove 36 to the irrigation canal 38 fluctuates greatly, resulting in accurate It is not possible to determine the water diversion amount.

本発明は、水面の上下変動に関係なく、定められた量の
水を本管の途中から用水路に常に正確に流すことができ
る分水装置を提供することを目的とする。
An object of the present invention is to provide a water diversion device that can always accurately flow a predetermined amount of water from the middle of a main pipe into an irrigation canal, regardless of vertical fluctuations in the water level.

〔課題を解決するための手段〕[Means to solve the problem]

上記の目的を達成するために、本発明は、分水溝が設け
られた仕切り壁の上流側に、上下枠を案内機構に沿って
上下自在に設け、上記上下枠に、上流側の水面に浮かび
水面の上下に追従して上下枠を上下させるフロートと、
上記分水溝に上下自在に配設され上下枠と一緒に上下し
て分水溝から用水路に流れる水の溢流位置を上下に変え
る溢流堰とを、互いの上下位置を相対的に調節自在に設
けた構成とした。
In order to achieve the above object, the present invention provides upper and lower frames that are movable up and down along a guide mechanism on the upstream side of a partition wall in which a water diversion groove is provided, and that the upper and lower frames are provided with a A float that moves the upper and lower frames up and down by following the up and down of the floating water surface,
The overflow weir is disposed vertically freely in the water diversion ditch and moves up and down together with the upper and lower frames to vertically change the overflow position of water flowing from the diversion ditch to the irrigation canal, and the vertical positions of each other are adjusted relative to each other. The structure was set up freely.

〔作用〕[Effect]

水面に浮かんでいるフロートは、水面が高くなるとこれ
に従って上昇し、また水面が低くなるとこれに従って下
降する。このフロートの上下作動に追従して溢流堰が上
下枠を介して上下し、分水溝から用水路に流れる水の溢
流位置を上下に変えて水面から溢流位置までの距離を一
定に保つ。したがって、水面の上下にかかわりなく分水
量が一定に維持されるようになる。
A float floating on the water surface rises as the water surface rises, and descends as the water surface falls. Following the vertical movement of this float, the overflow weir moves up and down via the upper and lower frames, changing the overflow position of water flowing from the diversion ditch into the irrigation canal up and down, keeping the distance from the water surface to the overflow position constant. . Therefore, the amount of water diverted is maintained constant regardless of whether the water level is above or below.

分水溝から用水路に流れる水の分水量を増加させる必要
が生じた場合には、溢流堰をフロートに対して相対的に
下降させる。また、分水量を減らすには、溢流堰をフロ
ートに対して相対的に上昇させる。
When it becomes necessary to increase the amount of water flowing from the diversion ditch to the irrigation canal, the overflow weir is lowered relative to the float. Additionally, to reduce the amount of water diverted, the overflow weir is raised relative to the float.

〔実施例〕〔Example〕

第1図ないし第4図は本発明に係る分水装置の一実施例
を示すもので、図中符号1はコンクリート製の分水量で
ある。該分水量lの仕切り壁2の内側(第1図で手前側
、第2図で下側)に突出部3が突設され、該突出部3か
ら仕切り壁2にかけて分水溝(孔)3aが形成されてい
る。上記突出部3の内側には左右一対の案内機構4,4
が設けられ、該案内機構4.4には上下枠5が上下自在
に案内されている。なお、第5図の従来例にしたがえば
、仕切り壁2の第2図の下側に本管(図示せず)が、ま
た上側に用水路(図示せず)が配設される。
1 to 4 show an embodiment of a water diversion device according to the present invention, and reference numeral 1 in the figures indicates a water diversion amount made of concrete. A protruding part 3 is provided protrudingly on the inside of the partition wall 2 (on the near side in Fig. 1, on the lower side in Fig. 2) with the water diversion amount l, and a water diversion groove (hole) 3a extends from the protruding part 3 to the partition wall 2. is formed. A pair of left and right guide mechanisms 4, 4 are provided inside the protrusion 3.
is provided, and the upper and lower frames 5 are guided vertically freely in the guide mechanism 4.4. According to the conventional example shown in FIG. 5, a main pipe (not shown) is provided on the lower side of the partition wall 2 in FIG. 2, and an irrigation channel (not shown) is provided on the upper side.

案内機構4は、突出部3の内端面にアンカーボルト6で
固定された金属製の第1固定戸当り7と、上記アンカー
ボルト6を利用して第1固定戸当り7に垂直に固定され
た金属製の第2固定戸当り8と、この第2固定戸当り8
の端部に上記第1固定戸当り7と平行にボルト9で取り
付けられ、上記第1固定戸当り7及び第2固定戸当り8
と協同して案内溝Mを形成したガイドlOと、上記第1
固定戸当り7に添着された摩擦係数の小さいテフロン製
の第1止水板11とから成る。上記第1固定戸当り7と
第2固定戸当り8は鉛直に設けられ、突出部3の下に延
びた下部を受台12に支持されている。
The guide mechanism 4 includes a first fixed door stopper 7 made of metal that is fixed to the inner end surface of the protruding part 3 with an anchor bolt 6, and is vertically fixed to the first fixed door stopper 7 using the anchor bolt 6. metal second fixed door per 8 and this second fixed door per 8
are attached to the ends of the above with bolts 9 in parallel with the first fixed door stop 7, and the first fixed door stop 7 and the second fixed door stop 8 are attached to the ends of the
a guide lO forming a guide groove M in cooperation with the first guide lO;
It consists of a first water stop plate 11 made of Teflon with a small coefficient of friction and attached to the fixed door stopper 7. The first fixed door stopper 7 and the second fixed door stopper 8 are vertically provided, and their lower portions extending below the protruding portion 3 are supported by a pedestal 12.

上下枠5は、左右一対の案内部13.13と、該案内部
13.13の上に水平に架設されたアーム14とから成
る。案内部13は案内機構4によって上下に案内される
ものであり、金属製の可動戸当り止水板13aと第1可
動戸当り13bとをリブ13cを有する第2可動戸当り
13dにビス13eでチャンネル状に結合し、可動戸当
り止水板13aにテフロン製の第2止水板13Fを添着
して成る。
The upper and lower frame 5 includes a pair of left and right guide parts 13.13 and an arm 14 horizontally installed above the guide parts 13.13. The guide part 13 is guided up and down by the guide mechanism 4, and a metal movable door stopper 13a and a first movable door stop 13b are attached to a second moveable door stop 13d having a rib 13c with screws 13e. The second water stop plate 13F made of Teflon is attached to the movable door stop water stop plate 13a, which is connected in a channel shape.

この案内部13は、第1止水板I■に可動戸当り止水板
13aを接触させ、第1可動戸当り13bをガイド10
に、また第2可動戸当り13dのリブ13cを第2固定
戸当り8にそれぞれ向き合わせて上記案内溝M内に上下
自在に嵌め込まれている。
This guide part 13 brings the movable door stop plate 13a into contact with the first water stop plate I■, and brings the first movable door stop plate 13b into contact with the guide 10.
Furthermore, the ribs 13c of the second movable door stop 13d are fitted into the guide groove M so as to be vertically movable, with the ribs 13c facing the second fixed door stop 8, respectively.

上記アーム14の左右両端には、フロート15を固定し
たロッド16,16の上端がそれぞれねじ止めされ、該
ロッド16は、分水量lの内壁に設けられた軸受け17
に上下自在に支承されている。ロッド16は、上下枠5
の案内部13同様に、鉛直に配設されており、フロート
15の上下動を上下枠5に伝達する。フロート15には
該フロート15の内部にバラスト水を出し入れする栓1
5a。
The upper ends of rods 16, 16 to which the float 15 is fixed are screwed to the left and right ends of the arm 14, respectively, and the rods 16 are connected to bearings 17 provided on the inner wall of the water division l.
It is supported vertically freely. The rod 16 is connected to the upper and lower frames 5
Similarly to the guide section 13, it is arranged vertically and transmits the vertical movement of the float 15 to the upper and lower frames 5. The float 15 has a plug 1 for putting ballast water in and out of the float 15.
5a.

15bが設けられ、フロート15の浮力(感度)をバラ
ストの量で調節可能にしている。
15b is provided, and the buoyancy (sensitivity) of the float 15 can be adjusted by adjusting the amount of ballast.

また、上下枠5のアーム14の中央部には、めねじ18
がめねじ受け19で支承されて周方向に回転自在に設け
られている。このめねじ18にはアーム14を上下に貫
通したねじ棒20が螺着され、その下端に取り付けられ
た継手21に溢流堰22を吊り軸23で吊り下げている
。溢流堰22は、分水量lから分水溝3aに流れる水の
溢流位置をその上縁22aによって定めるものであり、
第1可動戸当り13bにねじ24で下端を取り付けられ
たバネ材よりなる押し板25と前記第2止水板13fと
の間に左右の側縁を嵌め入れて上下枠5の案内部13.
13に上下自在に取り付けられている。
In addition, a female thread 18 is provided at the center of the arm 14 of the upper and lower frames 5.
is supported by a female screw receiver 19 and is provided rotatably in the circumferential direction. A threaded rod 20 passing vertically through the arm 14 is screwed onto this female thread 18, and an overflow weir 22 is suspended by a hanging shaft 23 from a joint 21 attached to the lower end of the rod. The overflow weir 22 defines the overflow position of water flowing from the water diversion volume l to the water diversion groove 3a by its upper edge 22a,
The left and right side edges are fitted between the push plate 25 made of a spring material whose lower end is attached to the first movable door stop 13b with a screw 24 and the second water stop plate 13f, and the guide portion 13 of the upper and lower frames 5 is inserted.
13 so that it can be moved up and down.

上記の構成によって、溢流堰22は上下枠5と一緒に上
下し、まためねじ18の角軸部18aに嵌め付けられた
ハンドル26によるめねじ18の回転で上下枠5に対し
て上下する。左右一対の上記フC1−)15.15は十
分な浮力を有し、水面WLに浮かんで該水面WLの上下
に従って溢流堰22を上下枠5と共に上下させる。押し
板25は、溢流堰22を第2止水板13fに押し付ける
もので、第2可動戸当り13dに螺着された調整ボルト
27でその上端を押して弾力を調整することができるよ
うになっている。
With the above configuration, the overflow weir 22 moves up and down together with the upper and lower frames 5, and also moves up and down with respect to the upper and lower frames 5 by rotation of the female screw 18 by the handle 26 fitted to the square shaft portion 18a of the female screw 18. . The pair of left and right floats C1-) 15.15 have sufficient buoyancy, float on the water surface WL, and move the overflow weir 22 up and down together with the upper and lower frames 5 according to the up and down of the water surface WL. The push plate 25 presses the overflow weir 22 against the second water stop plate 13f, and its elasticity can be adjusted by pushing its upper end with an adjustment bolt 27 screwed onto the second movable door stop 13d. ing.

次に上記のように構成された本発明に係る分水装置の作
用を説明する。
Next, the operation of the water diversion device according to the present invention configured as described above will be explained.

分水量1内の水面WLが、第1図実線の状態から2点鎖
線の状態に高まると、これに従ってフロート15.15
が上昇し、ロッド16,16を上に押して上下枠5を上
昇させる。上下枠5の上昇でそのアーム14にねじ棒2
0で吊り下げられた溢流堰22も上昇して水面WLと上
縁22aとの間の距離を一定に保つ。また、水面WLが
2点鎖線の状態から実線の状態に下がった場合も7ヒ記
同様にフロート15.15が作用して溢流堰22を水面
WLの低下に従って下降させる。
When the water surface WL within water division 1 increases from the state shown by the solid line in Figure 1 to the state shown by the two-dot chain line, the float 15.15
rises, pushes the rods 16, 16 upward, and raises the upper and lower frames 5. As the upper and lower frames 5 rise, the threaded rods 2 are attached to the arms 14.
The overflow weir 22 suspended at 0 also rises to maintain a constant distance between the water surface WL and the upper edge 22a. Also, when the water surface WL drops from the state shown by the two-dot chain line to the state shown by the solid line, the floats 15 and 15 act to lower the overflow weir 22 as the water surface WL decreases, as in 7H.

したがって、分水溝3aに流れる水の量は水面WLの上
下動に関係なく一定に維持される。
Therefore, the amount of water flowing into the water diversion groove 3a is maintained constant regardless of the vertical movement of the water surface WL.

なお1、止水板11,13a、13fは溢流堰22の側
部からの水の漏洩を防止する。
Note that the water stop plates 11, 13a, and 13f prevent water from leaking from the sides of the overflow weir 22.

分水量を増加する場合は、ハンドル26でめねじ18を
回動させて溢流堰22をフロート15.15に対して下
降させ、また、分水量を減少させる場合は、逆に溢流堰
22を上昇させる。
To increase the water diversion amount, turn the female screw 18 with the handle 26 to lower the overflow weir 22 relative to the float 15.15, and to decrease the water diversion amount, conversely, the overflow weir 22 to rise.

なお、溢流堰22を上下枠5に固定し、フロー)15.
15を上下させて分水量の調節を行うことができるよう
に構成することもできる。また分水量1は、通常、第5
図の従来例と同様に、フロート式バタフライ弁を備えた
分岐管によって本管に接続されるが、本発明は、分水量
lに対する本管の接続形態は上記に限られるものではな
い。
In addition, the overflow weir 22 is fixed to the upper and lower frames 5, and the flow) 15.
15 can be moved up and down to adjust the water amount. Also, the water division amount 1 is usually the 5th
Similar to the conventional example shown in the figure, it is connected to the main pipe by a branch pipe equipped with a float type butterfly valve, but in the present invention, the connection form of the main pipe with respect to the water division amount l is not limited to the above.

〔発明の効果〕 以上説明したように、本発明に係る分水装置は、分水溝
が設けられた仕切り壁の上流側に、上下枠が案内機構に
沿って上下自在に設けられ、上記上下枠には、上流側の
水面に浮かび水面の上下に追従して上下・枠を上下させ
るフロートと、上記分水溝に上下自在に配設され上下枠
と一緒に上下して分水溝から用水路に流れる水の溢流位
置を上下に変える溢流堰とが、互いの上下位置を相対的
に調節自在に設けられた構成とされているので、水面が
上下に変動するようなことがあっても、常に一定の分水
量を保つことができる長所がある。
[Effects of the Invention] As explained above, in the water diversion device according to the present invention, the upper and lower frames are provided on the upstream side of the partition wall in which the water diversion groove is provided, and are vertically movable along the guide mechanism. The frame includes a float that floats on the water surface on the upstream side and follows the water surface up and down to move the frame up and down, and a float that is placed in the water diversion ditch and moves up and down along with the upper and lower frames to move the water from the water diversion ditch to the irrigation canal. The overflow weir changes the overflow position of the water flowing up and down, and the overflow weir is configured to be able to adjust the vertical position relative to each other, so the water level may fluctuate up and down. It also has the advantage of being able to maintain a constant amount of water at all times.

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

第1図ないし第4図は本発明の一実施例を示すもので、
第1図は縦断正面図、第2図は一部分を切断した平面図
、第3図は第1図のIII−I[1線部分の断面図、第
4図は溢流堰と止水板、あるいはねし棒等の関係を示す
断面図である。第5図は従来の分水装置の断面図である
。 2・・・仕切り壁     3a・・・分水溝4・・・
案内機構     5・・・上下枠15・・・フロート
    22・・・溢流堰WL・・・水面
1 to 4 show an embodiment of the present invention,
Figure 1 is a vertical front view, Figure 2 is a partially cutaway plan view, Figure 3 is a sectional view of the section taken along line III-I [1] in Figure 1, Figure 4 is the overflow weir and water stop plate, Alternatively, it is a cross-sectional view showing the relationship between a screw rod and the like. FIG. 5 is a sectional view of a conventional water diversion device. 2... Partition wall 3a... Water diversion ditch 4...
Guide mechanism 5... Upper and lower frames 15... Float 22... Overflow weir WL... Water surface

Claims (1)

【特許請求の範囲】[Claims]  分水溝が設けられた仕切り壁の上流側に、上下枠が案
内機構に沿って上下自在に設けられ、上記上下枠には、
上流側の水面に浮かび水面の上下に追従して上下枠を上
下させるフロートと、上記分水溝に上下自在に配設され
上下枠と一緒に上下して分水溝から用水路に流れる水の
溢流位置を上下に変える溢流堰とが、互いの上下位置を
相対的に調節自在に設けられたことを特徴とする分水装
置。
Upper and lower frames are provided on the upstream side of the partition wall in which the water diversion groove is provided, and are vertically movable along the guide mechanism.
A float that floats on the water surface on the upstream side moves the upper and lower frames up and down by following the up and down of the water surface, and a float that is placed in the water diversion ditch and moves up and down with the upper and lower frames to prevent overflow of water flowing from the water diversion ditch to the irrigation canal. A water diversion device characterized in that an overflow weir that changes the flow position vertically is provided so that the vertical positions of each other can be adjusted freely.
JP1238002A 1989-09-13 1989-09-13 Water diversion device Expired - Fee Related JPH0781261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1238002A JPH0781261B2 (en) 1989-09-13 1989-09-13 Water diversion device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1238002A JPH0781261B2 (en) 1989-09-13 1989-09-13 Water diversion device

Publications (2)

Publication Number Publication Date
JPH03100220A true JPH03100220A (en) 1991-04-25
JPH0781261B2 JPH0781261B2 (en) 1995-08-30

Family

ID=17023675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1238002A Expired - Fee Related JPH0781261B2 (en) 1989-09-13 1989-09-13 Water diversion device

Country Status (1)

Country Link
JP (1) JPH0781261B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5748010A (en) * 1980-09-04 1982-03-19 Kurimoto Iron Works Ltd Fixed-quantity diversion device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5748010A (en) * 1980-09-04 1982-03-19 Kurimoto Iron Works Ltd Fixed-quantity diversion device

Also Published As

Publication number Publication date
JPH0781261B2 (en) 1995-08-30

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