JPH0118677Y2 - - Google Patents

Info

Publication number
JPH0118677Y2
JPH0118677Y2 JP1983097940U JP9794083U JPH0118677Y2 JP H0118677 Y2 JPH0118677 Y2 JP H0118677Y2 JP 1983097940 U JP1983097940 U JP 1983097940U JP 9794083 U JP9794083 U JP 9794083U JP H0118677 Y2 JPH0118677 Y2 JP H0118677Y2
Authority
JP
Japan
Prior art keywords
rod
valve body
outer cylinder
underdrain
water
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
JP1983097940U
Other languages
Japanese (ja)
Other versions
JPS608720U (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 JP9794083U priority Critical patent/JPS608720U/en
Publication of JPS608720U publication Critical patent/JPS608720U/en
Application granted granted Critical
Publication of JPH0118677Y2 publication Critical patent/JPH0118677Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Lift Valve (AREA)

Description

【考案の詳細な説明】[Detailed explanation of the idea]

本考案は、暗渠排水用水閘に関するものであ
る。 水田は一般に、冬期には余剰水を暗渠により排
除して地下水位を下げ地表を乾燥させ、又は潅漑
時期には暗渠内の流れを止め水位を調節しなけれ
ばならない。 この様な目的のために使用される水閘として
は、水平水閘、落差水閘、越流水閘等が知られて
いる。 そして、これらの水閘の主要部分である止水機
構としてはピストン方式、弁方式が主に知られて
いる。 これらを図示すると第1図a,b,c、第2図
a,b,cに示すようになる。 つまり、第1図が弁方式であり、第1図aは水
平水閘の弁方式、第1図bは落差水閘の弁方式、
第1図cは越流水閘の弁方式となり、1は暗渠
1、2は弁である。 第2図がピストン方式であり、第2図aは水平
水閘のピストン方式、第2図bが落差水閘のピス
トン方式、第2図cが越流水閘のピストン方式と
なり、1は暗渠、3はピストンである。 これらの水閘としては、それぞれ一長一短があ
るが、ピストン方式の止水機構であると底の凹部
1aに土砂の堆積が生じ掃流性が悪く機能上問題
があり、弁方式の止水機構であると底に凹部がな
いので掃流性が良く、又止水機能も良い。 しかし、例えば水平水閘で弁方式の場合には第
3図に示すように、暗渠1を縦穴4で貯水部5に
開口させ、弁体2aを連杆6を介して開閉操作す
るので、水位Hが高い場合や、内径が大きい場合
には弁体2aに大きな水圧が作用し、その弁体2
aの全開時の操作が困難となつてしまう。 本考案は上記の事情に鑑みなされたものであ
り、その目的は、弁体を小さい力で開放操作でき
るようにした暗渠排水用水閘を提供することであ
る。 以下第4図以降を参照して本考案の実施例を説
明する。 第4図は全体断面図であり、暗渠10は水田1
1の下部に設置され、その一部には外筒12が縦
方向に接続してあり、外筒12の上端部にはキヤ
ツプ13が設けられている。 14はゴム体より成る弁体であり、暗渠10の
一部と外筒12の一部とに亘つて斜めに密着して
設けられて上流側10aと下流側10bとを閉じ
ていると共に、弁体14の中央部には孔15が形
成され、該孔15の周囲には内管16が固着して
ある。 該内筒16にはピストン17が上下摺動自在に
嵌挿され、該ピストン17には操作杆となるロツ
ド18が一体的に設けてあり、該ロツド18は円
筒16の上部孔16aより上方に延長して前記キ
ヤツプ13より上方に突出し、その突出端には操
作ハンドル19が設けてある。 前記ロツド18のピストン17寄位置には排水
孔20が形成され、該排水孔20はピストン17
の下端面17aに開口している。 21はロツド18と上部孔16aとの間に設け
た止水用ゴムリングである。 しかして、第4図に示すように弁体14を閉じ
た状態では暗渠上流側10a、外筒12内には水
田11と同水位まで水が入り、弁体14はH×S
×Pの力Wで下方に押しつけられている。 Hは水位、Sは弁体14の受圧面積、Pは係数
である。 ここで、外筒12の内径Dを50mm、80mm、300
mm、外筒12の水位を100cm、120cmとすると下記
表の力Wが弁体14に作用する。
The present invention relates to a water lock for underground drainage. In general, in rice fields, surplus water must be removed through culverts in the winter to lower the groundwater level and dry the ground surface, or the flow within the culverts must be stopped and the water level adjusted during the irrigation season. Horizontal locks, head locks, overflow locks, and the like are known as locks used for such purposes. Piston type and valve type are mainly known as the water stop mechanism which is the main part of these water locks. These are illustrated in Figure 1 a, b, c and Figure 2 a, b, c. In other words, Fig. 1 shows the valve system, Fig. 1a shows the valve system for the horizontal lock, Fig. 1b shows the valve system for the head lock,
Figure 1c shows the valve system for an overflow lock, where 1 is the culvert 1 and 2 is the valve. Figure 2 shows the piston system, Figure 2a shows the piston system for horizontal locks, Figure 2b shows the piston system for head locks, and Figure 2c shows the piston system for overflow locks. It's a piston. Each of these water locks has its advantages and disadvantages, but a piston-type water stop mechanism causes sediment to accumulate in the recess 1a at the bottom, resulting in poor sweeping performance and functional problems, whereas a valve-type water stop mechanism has problems. Since there are no recesses in the bottom, it has good sweeping properties and also has a good water-stopping function. However, for example, in the case of a horizontal water lock using the valve system, as shown in FIG. is high or the inner diameter is large, large water pressure acts on the valve body 2a, and the valve body 2a
It becomes difficult to operate when a is fully open. The present invention was devised in view of the above circumstances, and its purpose is to provide a water lock for underdrain drainage whose valve body can be opened with a small force. Embodiments of the present invention will be described below with reference to FIG. 4 and subsequent figures. Figure 4 is an overall sectional view, and culvert 10 is paddy field 1.
An outer tube 12 is vertically connected to a part of the outer tube 1, and a cap 13 is provided at the upper end of the outer tube 12. Reference numeral 14 denotes a valve body made of a rubber body, which is provided diagonally in close contact with a part of the underdrain 10 and a part of the outer cylinder 12, and closes the upstream side 10a and the downstream side 10b, and also serves as a valve body. A hole 15 is formed in the center of the body 14, and an inner tube 16 is fixed around the hole 15. A piston 17 is fitted into the inner cylinder 16 so as to be vertically slidable, and a rod 18 serving as an operating rod is integrally provided on the piston 17. It extends and projects upward from the cap 13, and an operating handle 19 is provided at the projecting end. A drainage hole 20 is formed at a position of the rod 18 near the piston 17.
It opens at the lower end surface 17a of. Reference numeral 21 denotes a water-stopping rubber ring provided between the rod 18 and the upper hole 16a. As shown in FIG. 4, when the valve body 14 is closed, water enters the upstream side 10a of the culvert and the outer cylinder 12 up to the same water level as the paddy field 11, and the valve body 14 is H×S.
×P is pressed downward by the force W. H is the water level, S is the pressure receiving area of the valve body 14, and P is a coefficient. Here, the inner diameter D of the outer cylinder 12 is 50 mm, 80 mm, and 300 mm.
mm, and the water level of the outer cylinder 12 is 100 cm and 120 cm, the force W in the table below acts on the valve body 14.

【表】 この様に大きな力Wが作用するので、弁体14
を直接開放するのは非常に困難である。 これに対し、実施例によれば、潅漑時の水位調
節、あるいは冬期の排水時に弁体14を全開放す
る場合には、第5図に示すように、操作ハンドル
19を持つてロツド18を上方に引き上げて排水
孔20を外筒12内に臨ませる。 この時、ロツド18には水圧による力が作用し
ないから、軽い力でスムーズに引き上げできる。 これにより、外筒12内の水が排水孔20、弁
本体14の孔15より暗渠10の下流側10bに
排水され、水位がHよりhに低下するので、前述
の弁体14に作用する力Wは減少する。 この後に、ロツド18を更に引き上げてピスト
ン17を内筒16に当接して、内筒16とともに
弁体14を引き上げ、暗渠10の上流側10aと
下流側10bとを直接連通して、弁体14は全開
放させる。 この時の弁体14を引き上げる力は小さくな
り、容易に引き上げできる。 この様に、弁体14を非常に軽い力で引き上げ
て全開放できるので、弁体14の全開放操作を極
めて簡単とすることができる。 本考案は以上の様になり、杆体を下方に摺動し
て弁体14で暗渠10の上流側と下流側を閉じる
と、杆体に形成した排水孔20が内筒16内に開
口するので上流側10aと連通した外筒12内と
の内筒16内が遮断されて暗渠10の上流側10
aと下流側10bを確実に閉じることができる。 前述の状態より杆体を所定ストローク上方に摺
動すると排水孔20が外筒12内に開口し、暗渠
10の上流側10a内の水が外筒12、排水孔2
0、内筒16、孔15より下流側10bに流出
し、外筒12内の水位が排水孔20が位置まで低
下して弁体14に作用する力を減少できるので、
この後杆体を上方に移動することで内筒16とと
もに弁体14を軽い力で上方に移動して暗渠10
の上流側10aと下流側10bを連通させること
ができる。 したがつて、弁体14を軽い力でスムーズに上
方に移動して暗渠10の上流側10aと下流側1
0bを簡単な操作で全開放できる。
[Table] Since such a large force W acts, the valve body 14
It is very difficult to open directly. On the other hand, according to the embodiment, when the valve body 14 is fully opened to adjust the water level during irrigation or to drain water in winter, the rod 18 is moved upward by holding the operation handle 19, as shown in FIG. the drain hole 20 to face the inside of the outer cylinder 12. At this time, since no force due to water pressure acts on the rod 18, it can be pulled up smoothly with a light force. As a result, the water in the outer cylinder 12 is drained from the drain hole 20 and the hole 15 of the valve body 14 to the downstream side 10b of the underdrain 10, and the water level decreases from H to h, so that the above-mentioned force acting on the valve body 14 W decreases. After this, the rod 18 is further pulled up, the piston 17 is brought into contact with the inner cylinder 16, the valve body 14 is pulled up together with the inner cylinder 16, the upstream side 10a and the downstream side 10b of the underdrain 10 are directly communicated, and the valve body 14 is brought up. is fully opened. At this time, the force for pulling up the valve body 14 becomes small, and the valve body 14 can be pulled up easily. In this way, the valve body 14 can be pulled up and fully opened with a very light force, so the operation of fully opening the valve body 14 can be made extremely simple. The present invention is as described above, and when the rod is slid downward and the valve body 14 closes the upstream and downstream sides of the underdrain 10, the drainage hole 20 formed in the rod opens into the inner cylinder 16, so that the upstream The inside of the inner cylinder 16 is cut off from the inside of the outer cylinder 12 communicating with the side 10a, and the upstream side 10 of the underdrain 10
a and the downstream side 10b can be reliably closed. When the rod is slid upward by a predetermined stroke from the above-mentioned state, the drainage hole 20 opens into the outer cylinder 12, and the water in the upstream side 10a of the underdrain 10 flows into the outer cylinder 12 and into the drainage hole 2.
0, the water flows out from the inner cylinder 16 and hole 15 to the downstream side 10b, and the water level in the outer cylinder 12 is lowered to the position where the drainage hole 20 is, reducing the force acting on the valve body 14.
After this, by moving the rod upward, the valve body 14 is moved upward with a light force along with the inner cylinder 16, and the underdrain 10 is moved upward.
The upstream side 10a and downstream side 10b of can be communicated. Therefore, the valve body 14 can be smoothly moved upward with a light force to connect the upstream side 10a and the downstream side 1 of the culvert 10.
0b can be fully opened with a simple operation.

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

第1図a,b,c及び第2図a,b,cは従来
例の断面図、第3図は従来例の不具合説明図、第
4図は本考案の実施例を示す断面図、第5図、第
6図は動作説明図である。 10は暗渠、10aは上流側、10bは下流
側、14は弁体、15は孔、18は杆体。
Fig. 1 a, b, c and Fig. 2 a, b, c are cross-sectional views of the conventional example, Fig. 3 is a diagram illustrating defects in the conventional example, Fig. 4 is a cross-sectional view showing the embodiment of the present invention; 5 and 6 are operation explanatory diagrams. 10 is a culvert, 10a is an upstream side, 10b is a downstream side, 14 is a valve body, 15 is a hole, and 18 is a rod.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 暗渠10の長手方向中間に外筒12を縦向きに
接続すると共に、この外筒12の接続部に前記暗
渠10の上流側10aと下流側10bとを開閉す
る弁体14を外筒12に沿つて上下動自在に設
け、この弁体14に前記暗渠10の上流側10a
と下流側10bとを連結する孔15を形成すると
共に、該孔15の周囲に内筒16を取付け、該内
筒16内に杆体の下部を所定ストロークだけ相対
的に上下摺動自在に嵌合し、かつ杆体上部を前記
外筒12より上方に突出すると共に、前記杆体の
下部に、下端面と周面とに亘る排水孔20を、杆
体を下方に所定ストローク摺動すると内筒16内
に開口し、かつ杆体を所定ストローク上方に摺動
すると外筒12に開口するように形成したことを
特徴とする暗渠排水用水閘。
An outer cylinder 12 is vertically connected to the middle of the underdrain 10 in the longitudinal direction, and a valve body 14 for opening and closing the upstream side 10a and the downstream side 10b of the underdrain 10 is installed along the outer cylinder 12 at the connection part of the outer cylinder 12. The upstream side 10a of the underdrain 10 is provided on the valve body 14 so as to be movable up and down.
and the downstream side 10b, and an inner cylinder 16 is installed around the hole 15, and the lower part of the rod is fitted into the inner cylinder 16 so as to be relatively slidable up and down by a predetermined stroke. In addition, the upper part of the rod protrudes upward from the outer cylinder 12, and a drainage hole 20 is formed in the lower part of the rod, extending from the lower end surface to the circumferential surface, so that when the rod is slid downward by a predetermined stroke, the drain hole 20 is inserted into the inner cylinder 16. A water lock for underdrain drainage, characterized in that it is opened and is formed so as to open into an outer cylinder 12 when the rod is slid upward by a predetermined stroke.
JP9794083U 1983-06-27 1983-06-27 Water lock for culvert drainage Granted JPS608720U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9794083U JPS608720U (en) 1983-06-27 1983-06-27 Water lock for culvert drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9794083U JPS608720U (en) 1983-06-27 1983-06-27 Water lock for culvert drainage

Publications (2)

Publication Number Publication Date
JPS608720U JPS608720U (en) 1985-01-22
JPH0118677Y2 true JPH0118677Y2 (en) 1989-05-31

Family

ID=30232753

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9794083U Granted JPS608720U (en) 1983-06-27 1983-06-27 Water lock for culvert drainage

Country Status (1)

Country Link
JP (1) JPS608720U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7692660B1 (en) * 2025-03-05 2025-06-16 エスケー産業株式会社 Vertical horizontal water lock

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5415458Y2 (en) * 1971-04-30 1979-06-21

Also Published As

Publication number Publication date
JPS608720U (en) 1985-01-22

Similar Documents

Publication Publication Date Title
JPH0118677Y2 (en)
CN207194024U (en) Manhole lid device inside and outside a kind of flood control manhole cover structure and combined type
JPS6024736Y2 (en) Device for removing earth and sand from the upper surface of the lower door stop at the gate
CN208996182U (en) One kind letting out flooded well lid
KR200335081Y1 (en) Nonfreezing water supply pipe for prevent winter sowing
CN210318784U (en) Natural gas pipeline valve provided with locking mechanism
KR100562522B1 (en) Freeze Floating Water Supply
JPS62154084U (en)
JPH061647Y2 (en) Storage type sprinkler for cold regions with air intake mechanism
KR910005904Y1 (en) Water saving device of toilet
JPH0218124Y2 (en)
CN210315848U (en) Drainage valve with adjustable drainage speed
CN213268224U (en) Prestressed reinforced concrete drain pipe
JPH0145018Y2 (en)
JPS63141374U (en)
JPH0336600Y2 (en)
JP3009300U (en) Underdrain drainage gate
JPS624574Y2 (en)
JPS5845341Y2 (en) Intake valve for low tank
JPS6014871Y2 (en) Intake valve of flush valve for water washing
JPS5849230Y2 (en) Sediment stop gate for dam sand removal equipment
JP3012395U (en) Antifreeze water stopper
JPS601329Y2 (en) float valve
CN107476347A (en) Manhole lid device inside and outside a kind of flood control manhole cover structure and combined type
JPH0124235Y2 (en)