JPH0322334Y2 - - Google Patents

Info

Publication number
JPH0322334Y2
JPH0322334Y2 JP3762185U JP3762185U JPH0322334Y2 JP H0322334 Y2 JPH0322334 Y2 JP H0322334Y2 JP 3762185 U JP3762185 U JP 3762185U JP 3762185 U JP3762185 U JP 3762185U JP H0322334 Y2 JPH0322334 Y2 JP H0322334Y2
Authority
JP
Japan
Prior art keywords
valve
water
float ball
ball valve
hole
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
JP3762185U
Other languages
Japanese (ja)
Other versions
JPS61155417U (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 JP3762185U priority Critical patent/JPH0322334Y2/ja
Publication of JPS61155417U publication Critical patent/JPS61155417U/ja
Application granted granted Critical
Publication of JPH0322334Y2 publication Critical patent/JPH0322334Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は農業用水路等の側壁に設けられた水
抜孔へ取付ける逆止弁に関する。
[Detailed description of the invention] (Field of industrial application) This invention relates to a check valve that is attached to a drainage hole provided in the side wall of an agricultural waterway, etc.

(従来の技術) 元来、農業用水路等においては、土中水の水圧
が水路全体を浮き上らせて、これを破壊するおそ
れがあるので、所々に水抜孔を設けている。そし
て水路の水面が水抜孔よりも下方にある場合は、
土中水は水路に排出されるが、水面が水抜孔より
も上方にある場合は、逆に用水が水抜孔を通つて
土中に逃げてしまう不都合がある。
(Prior Art) Originally, in agricultural waterways and the like, drainage holes are provided here and there because the water pressure of underground water may lift the entire waterway and destroy it. If the water level of the waterway is below the drainage hole,
The water in the soil is discharged into the waterway, but if the water level is above the drain hole, there is a disadvantage that the water can conversely escape into the soil through the drain hole.

そこで従来より水抜孔へ逆止弁を取付けること
が行われており、例えば第6図に示すもの(実公
昭47−30985号)などがある。この従来例は水路
の側壁aへ管bを斜めに埋設し、管bの途中を傾
斜させて弁座cを形成し、管bの内径に近い径の
断面真円状のフロート球弁dを収めるとともに弁
脱出阻止部eを設けるものであり、用水の水面が
水抜孔より高い場合は実線で示すようにフロート
球弁dが閉鎖し、水面が低い場合は鎖線で示すよ
うに弁脱出阻止部eに係つて弁孔fを開放し、土
中水を水路へ排出するものである。
Therefore, conventionally, a check valve has been installed in the water drain hole, such as the one shown in FIG. 6 (Japanese Utility Model Publication No. 47-30985). In this conventional example, a pipe b is buried obliquely in a side wall a of a waterway, a valve seat c is formed by slanting the middle of the pipe b, and a float ball valve d with a circular cross section and a diameter close to the inner diameter of the pipe b is installed. When the water level of the water is higher than the drain hole, the float valve d closes as shown by the solid line, and when the water level is low, the valve escape preventing part e closes as shown by the chain line. Regarding e, the valve hole f is opened to discharge underground water to the waterway.

(考案が解決しようとする問題点) 前記従来例は管を斜めに設置せねばならず、施
工困難で熟練を要する。なお、これらの欠点を回
避するために管内においてフロート球弁を上下方
向に移動させて弁孔を開閉することも考えられる
が、前記従来例のようにフロート球弁が真円状で
あると、昇降距離を必要とすることともに相俟つ
て管の径を大きくせざるを得ず、製造費が高くな
るのは勿論、設置作業が困難である。
(Problems to be Solved by the Invention) In the conventional example, the pipe must be installed diagonally, making construction difficult and requiring skill. In order to avoid these drawbacks, it is possible to move the float ball valve vertically within the pipe to open and close the valve hole, but if the float ball valve is perfectly circular as in the conventional example, In addition to the required lifting distance, the diameter of the pipe must be increased, which not only increases manufacturing costs but also makes installation difficult.

(問題点を解決するための手段) この考案は前述の欠点を全て解消するもので、
すなわち直線状の管1内へ水平板2と仕切板3,
3′とを設けて上下の通水路4,5を形成し、水
平板2へ弁孔6を穿つて上下の通水路4,5を連
通し、またフロート球弁7を偏平状に形成すると
ともに上面より転動防止用の突起8を突設し、フ
ロート球弁7を下方の通水路5へ置くとともに突
起8を弁孔6へ臨ませることを特徴とするもので
ある。
(Means for solving the problems) This idea eliminates all the drawbacks mentioned above.
In other words, a horizontal plate 2, a partition plate 3,
3' to form upper and lower water passages 4, 5, a valve hole 6 is bored in the horizontal plate 2 to communicate the upper and lower water passages 4, 5, and a float ball valve 7 is formed in a flat shape. It is characterized in that a protrusion 8 for preventing rolling is provided protruding from the upper surface, and the float ball valve 7 is placed in the water passage 5 below, and the protrusion 8 is made to face the valve hole 6.

(実施例) 第1〜4図はこの考案の第1実施例を示すもの
で、丸パイプをもつて直線状の管1を形成し、管
1内へ第1図示のように断面クランク状に水平板
2と仕切板3,3′とを設けて上下の通水路4,
5を形成し、下方の通水路5の内寸高をlとし、
水平板2へ弁孔6を穿つて上下の通水路4,5を
連通する。またフロート球弁7を塩化ビニールを
もつて中空に形成するとともに偏平状に形成し、
フロート球弁7の中央上面より転動防止用の突起
8を一体的に突設する。なお、弁孔6を確実に密
閉するための上側の凸弧面PQ(一部は仮想のため
1点鎖線で表示)は第1図において点oを中心と
して描いた円の一部であり、フロート球弁7の長
径mを前記内寸高lより大とする。さらにフロー
ト球弁7を下方の通水路5へ置くとともに突起8
を弁孔6より上方の通水路4へ突出させる。な
お、図中、14は土砂の流入防止用の多孔板であ
る。
(Example) Figures 1 to 4 show the first embodiment of this invention, in which a straight pipe 1 is formed with a round pipe, and a crank-shaped cross section is inserted into the pipe 1 as shown in the first figure. A horizontal plate 2 and partition plates 3, 3' are provided to form upper and lower water passages 4,
5, and the inner dimension height of the lower water passage 5 is l,
A valve hole 6 is bored in the horizontal plate 2 to communicate the upper and lower water passages 4 and 5. In addition, the float ball valve 7 is made of vinyl chloride and is formed hollow and flat.
A protrusion 8 for preventing rolling is integrally provided to protrude from the upper center surface of the float ball valve 7. Note that the upper convex arc surface PQ (part of which is virtual and is shown as a dashed line) for reliably sealing the valve hole 6 is a part of a circle drawn with point o as the center in FIG. The long axis m of the float ball valve 7 is made larger than the inner height l. Further, the float ball valve 7 is placed in the lower water passage 5, and the protrusion 8
is made to protrude from the valve hole 6 into the water passageway 4 above. In addition, in the figure, 14 is a perforated plate for preventing the inflow of earth and sand.

次にこの第1実施例の使用法および作用を説明
すれば、例えば農業用の上方開口水路9の側壁1
0内の下方位置へ実施例を水平に埋設し、開口端
1aを側土11側へ、開口端1bを水路9側へ臨
ませる。ここに水路9の水面が低く、管1内に水
が存在しない場合には、フロート球弁7は重力の
ために第1図2点鎖線で示すように降下し、また
少量の水が存する場合はその量に応じてやや上昇
する。このように弁孔6が開いている場合には第
1図鎖線矢印のように側土11の土中水は開口端
1a、通水路4を経て弁孔6より通水路5を通
り、水路9へ流出する。今、水位が上がると第1
図実線矢印のように開口端1bより通水路5へ水
路9内の水が入り、フロート球弁7が浮上し、弁
孔6に確実に密着し、閉鎖する。なお、第4図の
実線で示すように何らかの理由によりフロート球
弁7が左傾化した場合には突起8が弁孔6に係止
し、また2点鎖線で示すように右傾化した場合に
は弧面7′,7″が弁孔6、通水路内面5′に接触
するので、転動したり、管1外へ出るおそれはな
く、さらに水位の上昇によりフロート球弁7は上
昇し、必ずPQ間で弁孔6を確実に閉鎖する。
Next, the usage and operation of this first embodiment will be explained.
The embodiment is buried horizontally in a lower position within the container, with the open end 1a facing the side soil 11 side and the open end 1b facing the water channel 9 side. If the water level of the waterway 9 is low and there is no water in the pipe 1, the float valve 7 will descend due to gravity as shown by the two-dot chain line in Figure 1, and if there is a small amount of water increases slightly depending on the amount. When the valve hole 6 is open in this way, water in the side soil 11 passes through the opening end 1a, the water passageway 4, the valve hole 6, the water flow waterway 5, and the waterway 9, as shown by the chain line arrow in FIG. leaks to. Now, when the water level rises, the first
As indicated by the solid line arrow in the diagram, water in the water channel 9 enters the water passage 5 from the open end 1b, and the float valve 7 floats up, securely contacts the valve hole 6, and closes. In addition, if the float ball valve 7 is tilted to the left for some reason as shown by the solid line in FIG. Since the arc surfaces 7' and 7'' contact the valve hole 6 and the inner surface of the water passage 5', there is no risk of it rolling or coming out of the pipe 1.Furthermore, as the water level rises, the float ball valve 7 rises and is always The valve hole 6 is reliably closed between PQ.

第5図に示すものはこの考案の第2実施例であ
り、通水路5内へ多孔板1および棒13を固定す
るもので、フロート球弁7の転動をより確実に防
止することができるとともにフロート球弁7の管
外移動を完全に防げるものである。また第2実施
例中、第1実施例と同一符号を付したものは同一
部材であり、その説明を省略する。なお、第1実
施例よりlを大にしたい場合は弁高を大としても
よく、いずれにしてもフロート球弁7の傾斜の際
に突起8が弁孔6へ係止し、これ以上転動しなけ
ればよいものである。
The one shown in FIG. 5 is a second embodiment of this invention, in which the perforated plate 1 and the rod 13 are fixed in the water passage 5, and the rolling of the float ball valve 7 can be more reliably prevented. At the same time, it is possible to completely prevent the float ball valve 7 from moving out of the tube. Further, in the second embodiment, the same members as those in the first embodiment are denoted by the same reference numerals, and the explanation thereof will be omitted. Note that if it is desired to increase l from the first embodiment, the valve height may be increased; in any case, when the float ball valve 7 is tilted, the protrusion 8 will lock into the valve hole 6, and no further rolling will occur. It is better if you don't do it.

(考案の効果) この考案は従来例のように管を傾斜して設置す
ることがなく、水平に設置できるので、熟練を要
することなく容易に施工することができ、またフ
ロート球弁が上下に昇降して弁孔を完全に閉鎖す
ることができ、特にフロート球弁を偏平状にする
ので、小径の管を用いて小型化することができ、
安価に製することができるとともに運搬、設置作
業がより容易となり、しかもフロート球弁へは転
動防止用の突起を突設するので、フロート球弁は
管内で転動して引つかかつたり、管外へ出るおそ
れがないものである。
(Effects of the invention) This invention does not require the pipe to be installed at an angle as in the conventional example, but can be installed horizontally, making it easy to install without requiring any skill. It can be raised and lowered to completely close the valve hole, and in particular, the float ball valve is made into a flat shape, so it can be downsized using a small diameter pipe.
It can be manufactured at low cost and is easier to transport and install, and since the float ball valve is provided with protrusions to prevent it from rolling, it will not roll in the pipe and get caught. There is no risk of it going outside the jurisdiction.

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

第1〜5図はこの考案例を示すもので、第1図
は第1実施例の使用状態の断面図、第2図はA−
A断面図、第3は一部を切欠いた平面図、第4図
はフロート球弁の傾斜状況を示す説明図、第5図
は第2実施例の断面図、第6図は従来例の断面図
である。 1……管、2……水平板、3,3′……仕切板、
4,5……通水路、6……弁孔、7……フロート
球弁、8……突起。
Figures 1 to 5 show examples of this invention. Figure 1 is a sectional view of the first embodiment in use, and Figure 2 is A-A.
A sectional view, 3rd is a partially cutaway plan view, 4th is an explanatory diagram showing the inclination situation of the float ball valve, 5th is a sectional view of the second embodiment, and 6th is a sectional view of the conventional example. It is a diagram. 1...Pipe, 2...Horizontal plate, 3, 3'...Partition plate,
4, 5... Water passageway, 6... Valve hole, 7... Float ball valve, 8... Protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 直線状の管1内へ水平板2と仕切板3,3′と
を設けて上下の通水路4,5を形成し、水平板2
へ弁孔6を穿つて上下の通水路4,5を連通し、
またフロート球弁7を偏平状に形成するとともに
上面より転動防止用の突起8を突設し、フロート
球弁7を下方の通水路5へ置くとともに突起8を
弁孔6へ臨ませることを特徴とする水路用逆止
弁。
A horizontal plate 2 and partition plates 3, 3' are provided in a straight pipe 1 to form upper and lower water passages 4, 5.
A valve hole 6 is bored in the hole to connect the upper and lower water passages 4 and 5,
Further, the float ball valve 7 is formed into a flat shape, and a protrusion 8 for preventing rolling is provided protruding from the upper surface, and the float ball valve 7 is placed in the water passage 5 below and the protrusion 8 is made to face the valve hole 6. A characteristic check valve for waterways.
JP3762185U 1985-03-15 1985-03-15 Expired JPH0322334Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3762185U JPH0322334Y2 (en) 1985-03-15 1985-03-15

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3762185U JPH0322334Y2 (en) 1985-03-15 1985-03-15

Publications (2)

Publication Number Publication Date
JPS61155417U JPS61155417U (en) 1986-09-26
JPH0322334Y2 true JPH0322334Y2 (en) 1991-05-15

Family

ID=30543871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3762185U Expired JPH0322334Y2 (en) 1985-03-15 1985-03-15

Country Status (1)

Country Link
JP (1) JPH0322334Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003302895A (en) * 2002-04-10 2003-10-24 Naoyuki Sudo Training material for hair cut, and method for hair cut using the same
KR101131601B1 (en) * 2009-12-23 2012-03-30 김종선 Powerless apparatus for protecting reversion of sewage
JP6165195B2 (en) * 2015-06-03 2017-07-19 株式会社北陽 Drainage structure for draining water from the gravel on the back or bottom of concrete walls and its construction method

Also Published As

Publication number Publication date
JPS61155417U (en) 1986-09-26

Similar Documents

Publication Publication Date Title
US5460462A (en) Liquid and flood water barrier wall forming-apparatus
KR101146131B1 (en) Using buoyancy for automatic closing pide door devices and method of control
US6848465B1 (en) Dual-action vent check valve
JPH0322334Y2 (en)
KR100669228B1 (en) Drainage canal structure in apartment complex for prevention of overflowing
CN211421317U (en) Building basement drainage mechanism
JPH0322333Y2 (en)
KR101863310B1 (en) trap type manhole for smooth flow
CN104831682B (en) A kind of flood storage prevention waterlogging device increasing city river reservoir storage
JP2007120012A (en) Artificial ground for preventing flooding
JPH0332574Y2 (en)
KR200212891Y1 (en) Drainage to prevent backflow
JPH0613870Y2 (en) Rainwater infiltration
CN208455737U (en) A kind of collection leakage pipeline
JP3010933U (en) Flotation type automatic opening and closing drain
JPS6346777Y2 (en)
KR102595292B1 (en) Vent cap for drain pipe
KR200221052Y1 (en) Drainage trap using buoyant chamber
KR200377423Y1 (en) Floodgate opening and shutting adopted by water pressure difference
JP3211024B2 (en) Vertical fishway and its construction method
KR102120879B1 (en) Cell structure and storage tank apparatus
JPH0579229U (en) Seal pot
KR200396772Y1 (en) gutler having side flow way
CN207063107U (en) It is a kind of have can reverse-filling and water seal be not easy dry floor drain
KR200195146Y1 (en) Valve rod height adjusting device