JP3740649B2 - Water supply / drainage for paddy fields - Google Patents

Water supply / drainage for paddy fields Download PDF

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Publication number
JP3740649B2
JP3740649B2 JP34762095A JP34762095A JP3740649B2 JP 3740649 B2 JP3740649 B2 JP 3740649B2 JP 34762095 A JP34762095 A JP 34762095A JP 34762095 A JP34762095 A JP 34762095A JP 3740649 B2 JP3740649 B2 JP 3740649B2
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Japan
Prior art keywords
opening
gate member
peripheral surface
water supply
ribs
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JP34762095A
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JPH09163879A (en
Inventor
幸亮 方川
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大和技研工業株式会社
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Description

【0001】
【発明の属する技術分野】
この発明は、中央に方形の開口部を具え、開口部の両側に断面コ字形をなすように左右一対のガイド溝を設けて、畦に沿って縦に埋設されるゲート部材と、左右の側縁部を上記ガイド溝に対して昇降可能に、かつ、密に嵌合させる堰板とからなる水田用給排水口に関し、ゲート部材と堰板を共に合成樹脂の成形体とするとともに、水田に対して容易に設置でき、かつ、埋設状態を強固に保持できるようにしたことを特長とするものである。
【0002】
【従来の技術】
従来のこの種の水口には、一般に縦溝を左右に対設したゲート部材をコンクリートで構築し、縦溝をガイドとして昇降する堰板を木製とするものが使用されているが、例えば実開平2ー97423号公報あるいは実開平4ー138425号公報のように開口部とガイド溝を成形したゲート部材を、堰板と共に合成樹脂製にしたものも一般に市販され、用いられている。
【0003】
【発明が解決しようとする課題】
上記先願の水田用給排水口は、ゲート部材の外形を縦の枡形に成形することにより、水田に安定良く設置することができ、かつ、水口近くの耕土の流出等を防止するとともに、堰板の昇降操作時とか、水口を通る水の流れに対抗できる埋設強度を具えさせるようにしていた。
【0004】
この従来の合成樹脂製水口には、ゲート部材が枡形に成形されているために、水口の敷設が枡形の立体構造になり、設置するために費やされる水田面積と労力が大になるという設置上の欠点がある。さらに、形状上から合成樹脂の使用量が多いのでその分コスト高になるという製造上の欠点もあった。
【0005】
そのために、この種の合成樹脂製水口において、必要な埋設強度を低下させることなく、水田への設置が容易にできて、かつ、成形に要する材料の使用量を軽減できるようにすることが解決すべき課題となっていた。
【0006】
【課題を解決するための手段】
そこで本発明は、それぞれ合成樹脂製であって、中央に方形の開口部を具え、開口部の裏面両側に、互いに向かい合うように設けられた左右一対のガイド溝を備えて、畦に沿って縦に埋設されるゲート部材と、左右の側縁部を上記ガイド溝に対して昇降可能に、かつ、密に嵌合させる堰板との2部材からなり、前記ゲート部材は、四側面を適宜の奥行き幅を有して横長の長方形の枠形に連続する周面部により構成されており、左右の周面部と前記開口部との中間の表裏に、上下の周面部と連続する縦リブをそれぞれに立設し、この縦リブに直交させて、それぞれ左右の周面部の内面から、表側では開口部の側縁に達し、裏側ではガイド溝の外側部に達する多段の横リブを設けるとともに、開口部の下面を形成する下部の周面部の前縁から断面L字形に垂下する埋込み支持部を設け、前記堰板は、上記開口部に沿う正面部の背後側に、前記左右のガイド溝の間に適宜の奥行き幅を有して嵌合するようにロ字形に起立した嵌合部を設け、この嵌合部の左右両側にそれぞれ連続し、かつ、前記ガイド溝の溝幅と深さに対応する奥行きと幅を有して互いに向かい合うコ字形をなすように成形された側縁部を設けるとともに、上記嵌合部の内面を格子状に仕切る縦横のリブと側縁部の内面を横に仕切る複数段の横リブを設けてなる水田用給排水口を提供するものである。
【0007】
上記の構成を有する本発明水口は、図1,2に示すように、開口部の両側に、周面部と縦リブ及び横リブとで構成される多段の枠形を表裏に横向きに具えることになるので、ゲート部材の外形が奥行き方向に幅の少ない薄形で、横長の長方形枠形をなすにも拘らず強度を十分に具えたものとなる。また、設置状態では埋設により上記多段の枠形の中が土で埋まるので、上方への抜け出しと左右の振れを阻止され、安定良く設置位置に保持される。
【0008】
また、従来の枡形の水口に比べて本発明水口は投影床面積が小になるので、設置に費やされる水田面積の軽減と作業に要する労力の軽減ができる一方で、捻じれ方向の強度も十分に具えられているので、堰板の昇降操作時の振動とか、水の給排時の流れにも耐える強い水口が得られる。また、成形に要する材料の使用量も軽減される。
本発明は以上のようにして、前記の課題を解決したものである。
【0009】
【発明の実施の形態】
図面に示す本発明の実施態様は、下記のとおりである。。
本発明水口は、それぞれ合成樹脂成形体からなるゲート部材Aと堰板Bとの2部材により構成されている。
【0010】
【実施例】
図1に示すように、ゲート部材Aは、中央に流量に見合った間口を具えた横長で長方形の開口部1を具え、開口部1の裏側の両側に、断面コ字形をなすように左右一対のガイド溝2を縦に設け、四側面は、開口部1を中心にして横長に長方形の枠形に連続する周面部3a,3b,3c,3dにより構成されている。各周面部3a,3b,3c,3dは、水田への設置に適した適宜の奥行き幅を有し、開口部1はその奥行き幅の中間に位置し、背面側の中央部分に、堰板Bの嵌め込みと昇降操作を妨げないように縦の凹部14を形成している。
【0011】
またゲート部材Aは、開口部1と左右の周面部3a,3bの中間に、上下の周面部3c,3dと連続する縦リブ4を立設し、縦リブ4に直交して、それぞれ左右の周面部3a,3bの内側面から、表側では、図3に示すように開口部1の側縁に達する三角形をなし、裏側(図1,2)ではガイド溝2の外側部分に連続して台形をなす多段の横リブ5を設け、さらに、開口部1の下面を形成する下部の周面部3dの前縁から断面L字形に垂下する埋込み支持部6を備えている。
【0011】
同じく図1に示すように、堰板Bは、開口部1の裏面側に沿う正面部7の背後側に、左右のガイド溝2の間に嵌合するように設けられたロ字形の嵌合部8を延設し、この嵌合部8の左右両側にそれぞれ連続させて、ガイド溝2の溝幅と深さとに対応する奥行きと幅を有して互いに向かい合うコ字形をなす側縁部9を設けるとともに、上記嵌合部8の内面を格子状に仕切る縦横のリブ10と、側縁部8の内面を横に仕切る複数段の横リブ11を設けている。
【0012】
なおこの実施例において、ゲート部材Aは、左右の外側面に高さ方向に沿って突条をなす継手部12を一体成形し、この継手部12には、図4に略示するように、該継手部12の外形に沿った溝を備えた合成樹脂製畦板Cを接続できるようにしている。
【0013】
また、ゲート部材Aの縦リブ4と横リブ5との交差部と、堰板Bの縦横のリブ10,11の交差部は、それぞれ奥行き方向に円柱状をなす補強部13を備えることにより、当該部分の撓みを防止し、強度をより増すように構成している。
また、ゲート部材Aの周面部3a,3bと横リブ5との交差部と、堰板Bの側縁部9と横リブ11との交差部も同様に柱状の補強部13を有する。
【0014】
更に前記ゲート部材Aの埋込み支持部6は、下縁を断面楔形に形成することにより当該部分の埋設を容易にしている。
また、堰板Bは、前記嵌合部8の上面を、中央が奥行き方向に張り出す円弧縁に成形することにより、堰板Bを昇降する時の手掛かりとなるように構成されている。
【0015】
以上のように構成したこの水口は、図4に示すように、水田Dの畦dに沿って縦に埋め込んで用いられるものであるが、1個所に設置して給排水用としたり、図示のように2個所に設けて給水と排水とに使い分けるようにすることは任意である。なお、同図中Eは用水路を示す。
【0016】
図5に示すように水口に設置されたゲート部材Aは、土中に埋め込まれる際に、開口部1をほぼ中心にして、下部の周面部3dと縦リブ4及び横リブ5とで構成される枠形の空間の中に侵入する土の堆積によりアンカー状に機能して、上方への抜け止めと振れ止めをされる。また、前縁下部に垂下する埋込み支持部6は用水路E側の土中に深くささるので、水田側の土圧、水圧に抗してゲート部材Aを強固に保持する。
【0017】
ゲート部材Aともに設置された堰板Bは、図5に示す高さから押し下げれることにより、開口部1を開いて高い水位の水田の水を排水し、逆に用水路E側の水位が高い時は給水される。
堰板Bを開閉する時にゲート部材Aに生ずる抵抗は、本ゲート部材Aが横長の長方形であるところから十分にその力に耐えて埋設状態の安定を損なわれるとがない。
【0018】
【発明の効果】
以上のように構成した本発明水田用給排水口は、前述のように薄形で投影床面積が従来の枡形のものに比べて著しく小さくなるので設置が容易になり、埋設に要する労力と水口の専有面積を軽減することができる。また、埋設状態の安定性を具備しているとともに小型軽量になるので材料の消費量が少なくコストダウンできるという効果がある。
【図面の簡単な説明】
【図1】図1は本発明の実施例1を裏側から示す分解斜視図
【図2】図2は組立状態を裏側から示す斜視図
【図3】図3は組立状態を表側から示す斜視図
【図4】図4は使用状態を略図で示す平面図
【図5】図5は実施例の使用状態を一部縦断側面図である。
【符号の説明】
A ゲート部材
B 堰板
1 開口部
2 ガイド溝
3 周面部(3a,3b.3c.3d)
4 縦リブ
5 横リブ
6 埋込み支持部
7 正面部
8 嵌合部
9 側縁部
10 リブ
11 横リブ
12 継手部
13 補強部
14 凹部
C 畦板
D 水田
d 畦
E 用水路
[0001]
BACKGROUND OF THE INVENTION
The present invention provides a gate member which is vertically embedded along a ridge, and has a pair of left and right guide grooves having a square opening at the center and a U-shaped cross section on both sides of the opening. With respect to the paddy field water supply / drainage port comprising a dam plate that can be moved up and down with respect to the guide groove and closely fitted, the gate member and the dam plate are both formed of a synthetic resin, It can be easily installed and can hold the embedded state firmly.
[0002]
[Prior art]
A conventional gate of this type is generally constructed of a gate member with vertical grooves facing left and right, made of concrete, and a wooden weir plate that moves up and down using the vertical grooves as a guide. In general, a gate member formed with an opening and a guide groove and made of a synthetic resin together with a dam plate is commercially available and used as disclosed in Japanese Patent Laid-Open No. 2-97423 or Japanese Utility Model Laid-Open No. 4-138425.
[0003]
[Problems to be solved by the invention]
The paddy water supply / drainage port of the above-mentioned prior application can be stably installed in the paddy field by forming the outer shape of the gate member into a vertical bowl shape, and prevents the drainage of cultivated soil near the water mouth, and the weir plate It was designed to have a buried strength that can counteract the flow of water through the water mouth during the elevating and lowering operation.
[0004]
In this conventional synthetic resin water inlet, since the gate member is formed in a bowl shape, the laying of the water inlet has a bowl-shaped three-dimensional structure, which increases the paddy area and labor consumed for installation. There are disadvantages. Furthermore, since the amount of the synthetic resin used is large in view of the shape, there is a manufacturing defect that the cost increases accordingly.
[0005]
Therefore, in this type of synthetic resin water outlet, it is easy to install in paddy fields without reducing the required embedding strength, and to reduce the amount of material used for molding It was an issue to be solved.
[0006]
[Means for Solving the Problems]
Accordingly, the present invention is made of a synthetic resin, each having a square opening in the center, and provided with a pair of left and right guide grooves provided on both sides of the back surface of the opening so as to face each other. The gate member is composed of two members: a gate member embedded in the left and right side edges and a dam plate that can be moved up and down with respect to the guide groove and is closely fitted. It consists of a peripheral surface part that has a depth width and continues in a horizontally long rectangular frame shape, and vertical ribs that are continuous with the upper and lower peripheral surface parts on the front and back in the middle between the left and right peripheral surface parts and the opening respectively. Standing vertically and perpendicular to the vertical ribs, the multi-stage horizontal ribs that reach the side edges of the opening on the front side and the outer side of the guide groove on the back side are provided from the inner surfaces of the left and right circumferential surface parts, respectively, and the opening Cross section from the front edge of the lower peripheral surface forming the lower surface of An embedding support portion that hangs in a letter shape is provided, and the barrier plate is shaped like a square so as to be fitted with an appropriate depth width between the left and right guide grooves on the rear side of the front portion along the opening. So as to form a U-shape facing each other with a depth and width corresponding to the groove width and depth of the guide groove. Provided is a water supply / drainage port for paddy fields, which is provided with a molded side edge portion, and provided with vertical and horizontal ribs for partitioning the inner surface of the fitting portion in a lattice shape and a plurality of horizontal ribs for horizontally partitioning the inner surface of the side edge portion. Is.
[0007]
As shown in FIGS. 1 and 2, the water inlet of the present invention having the above-mentioned configuration is provided with a multi-stage frame shape composed of a peripheral surface portion, vertical ribs and horizontal ribs on both sides of the opening sideways on the front and back sides. Therefore, the outer shape of the gate member is a thin shape having a small width in the depth direction, and has a sufficient strength in spite of forming a horizontally long rectangular frame shape. Further, in the installed state, the inside of the multi-stage frame shape is buried with soil by embedding, so that it is prevented from coming out upward and swinging left and right, and is stably held at the installed position.
[0008]
In addition, since the water inlet of the present invention has a smaller projected floor area compared to the conventional bowl-shaped water outlet, the paddy area consumed for installation and the labor required for the work can be reduced, while the strength in the twisting direction is sufficient. Therefore, it is possible to obtain a strong water outlet that can withstand vibration during the lifting and lowering operation of the weir plate and the flow during water supply and discharge. In addition, the amount of material used for molding is reduced.
The present invention solves the above problems as described above.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention shown in the drawings are as follows. .
The water inlet of the present invention is composed of two members, a gate member A and a dam plate B each made of a synthetic resin molding.
[0010]
【Example】
As shown in FIG. 1, the gate member A has a horizontally long and rectangular opening 1 with a front opening corresponding to the flow rate, and a pair of left and right so as to form a U-shaped cross section on both sides of the back side of the opening 1. The guide groove 2 is provided vertically, and the four side surfaces are constituted by peripheral surface portions 3 a, 3 b, 3 c, and 3 d that are continuous horizontally in a rectangular frame shape with the opening 1 as the center. Each peripheral surface portion 3a, 3b, 3c, 3d has an appropriate depth width suitable for installation in a paddy field, and the opening portion 1 is located in the middle of the depth width, and the dam plate B A vertical recess 14 is formed so as not to hinder the fitting and lifting operation.
[0011]
The gate member A has a vertical rib 4 that is continuous with the upper and lower peripheral surface portions 3c and 3d in the middle of the opening 1 and the left and right peripheral surface portions 3a and 3b. From the inner surface of the peripheral surface portions 3a and 3b, on the front side, a triangle reaching the side edge of the opening 1 as shown in FIG. 3 is formed, and on the back side (FIGS. 1 and 2), a trapezoid is formed continuously to the outer portion of the guide groove 2. And the embedded support portion 6 that hangs down in a L-shaped cross section from the front edge of the lower peripheral surface portion 3d that forms the lower surface of the opening portion 1.
[0011]
Similarly, as shown in FIG. 1, the dam plate B is fitted in a square shape provided so as to be fitted between the left and right guide grooves 2 on the rear side of the front surface portion 7 along the back surface side of the opening portion 1. A side edge portion 9 is formed in a U-shape extending from the fitting portion 8 so as to be continuous with the left and right sides of the fitting portion 8 and having a depth and a width corresponding to the groove width and depth of the guide groove 2. In addition, there are provided vertical and horizontal ribs 10 for partitioning the inner surface of the fitting portion 8 in a grid pattern and a plurality of horizontal ribs 11 for horizontally partitioning the inner surface of the side edge portion 8.
[0012]
In this embodiment, the gate member A is integrally formed with a joint portion 12 that forms a protrusion along the height direction on the left and right outer surfaces, and the joint portion 12 is schematically shown in FIG. A synthetic resin plate C provided with a groove along the outer shape of the joint portion 12 can be connected.
[0013]
In addition, the intersection of the vertical rib 4 and the horizontal rib 5 of the gate member A and the intersection of the vertical and horizontal ribs 10 and 11 of the dam plate B each include a reinforcing portion 13 that has a columnar shape in the depth direction. This portion is configured to prevent bending and increase the strength.
Similarly, the intersections between the peripheral surface portions 3a and 3b of the gate member A and the lateral ribs 5 and the intersections between the side edge portions 9 of the barrier plate B and the lateral ribs 11 also have columnar reinforcing portions 13.
[0014]
Furthermore, the embedding support portion 6 of the gate member A facilitates the embedding of the portion by forming the lower edge in a wedge shape in cross section.
Further, the barrier plate B is configured to be a clue when the barrier plate B is raised and lowered by forming the upper surface of the fitting portion 8 into an arc edge whose center extends in the depth direction.
[0015]
As shown in FIG. 4, the water mouth configured as described above is used by being vertically embedded along the paddy d of the paddy field D. However, it is installed at one place for water supply / drainage, as shown in the figure. It is optional to provide them in two places and use them separately for water supply and drainage. In the figure, E indicates a water channel.
[0016]
As shown in FIG. 5, the gate member A installed at the water mouth is composed of the lower peripheral surface portion 3 d, the vertical ribs 4, and the horizontal ribs 5, with the opening 1 approximately at the center when embedded in the soil. It functions as an anchor due to the accumulation of soil that penetrates into the frame-shaped space, and is prevented from coming off and steady. Further, since the embedded support portion 6 that hangs down to the lower portion of the front edge is deeply placed in the soil on the side of the water channel E, the gate member A is firmly held against the earth pressure and water pressure on the paddy field side.
[0017]
When the gate B installed together with the gate member A is pushed down from the height shown in FIG. 5, the opening 1 is opened to drain the water of the high-level paddy field, and conversely when the water level on the irrigation channel E side is high Is watered.
The resistance generated in the gate member A when the dam plate B is opened and closed does not impair the stability of the embedded state by sufficiently withstanding the force of the gate member A being a horizontally long rectangle.
[0018]
【The invention's effect】
As described above, the water supply / drainage port for paddy fields according to the present invention is thin and has a projected floor area that is significantly smaller than that of the conventional bowl shape. The exclusive area can be reduced. Moreover, since it has the stability of an embedding state and becomes small and light, there is an effect that the consumption of material is small and the cost can be reduced.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view showing a first embodiment of the present invention from the back side. FIG. 2 is a perspective view showing an assembled state from the back side. FIG. 3 is a perspective view showing an assembled state from the front side. FIG. 4 is a plan view schematically showing the use state. FIG. 5 is a partially longitudinal side view of the use state of the embodiment.
[Explanation of symbols]
A gate member B barrier plate 1 opening 2 guide groove 3 peripheral surface (3a, 3b.3c.3d)
4 Vertical rib 5 Horizontal rib 6 Embedded support portion 7 Front portion 8 Fitting portion 9 Side edge portion 10 Rib 11 Horizontal rib 12 Joint portion 13 Reinforcing portion 14 Recessed portion C Plate D Paddy field d 畦 E

Claims (5)

それぞれ合成樹脂製であって、中央に方形の開口部を具え、開口部の裏面両側に、互いに向かい合うように設けられた左右一対のガイド溝を備えて、畦に沿って縦に埋設されるゲート部材と、左右の側縁部を上記ガイド溝に対して昇降可能に、かつ、密に嵌合させる堰板との2部材からなり、前記ゲート部材は、四側面を適宜の奥行き幅を有して横長の長方形の枠形に連続する周面部により構成されており、左右の周面部と前記開口部との中間の表裏に、上下の周面部と連続する縦リブをそれぞれに立設し、この縦リブに直交させて、それぞれ左右の周面部の内面から、表側では開口部の側縁に達し、裏側ではガイド溝の外側部に達する多段の横リブを設けるとともに、開口部の下面を形成する下部の周面部の前縁から断面L字形に垂下する埋込み支持部を設け、前記堰板は、上記開口部に沿う正面部の背後側に、前記左右のガイド溝の間に適宜の奥行き幅を有して嵌合するようにロ字形に起立した嵌合部を設け、この嵌合部の左右両側にそれぞれ連続し、かつ、前記ガイド溝の溝幅と深さに対応する奥行きと幅を有して互いに向かい合うコ字形をなすように成形された側縁部を設けるとともに、上記嵌合部の内面を格子状に仕切る縦横のリブと側縁部の内面を横に仕切る複数段の横リブを設けてなる水田用給排水口。Each gate is made of synthetic resin, has a square opening in the center, and has a pair of left and right guide grooves provided on both sides of the back of the opening so as to face each other. The gate member is composed of two members, a weir plate that allows the right and left side edge portions to be moved up and down with respect to the guide groove and is closely fitted, and the gate member has four sides with appropriate depth widths. It is composed of a peripheral surface portion that is continuous in a horizontally-long rectangular frame shape, and vertical ribs that are continuous with the upper and lower peripheral surface portions are erected on the front and back in the middle between the left and right peripheral surface portions and the opening, respectively. At right angles to the vertical ribs, from the inner surfaces of the left and right peripheral surface portions, the front side reaches the side edge of the opening, and the back side forms a multistage horizontal rib that reaches the outer side of the guide groove, and forms the lower surface of the opening. Hanging from the front edge of the lower peripheral surface to an L-shaped cross section A fitting support portion is provided, and the barrier plate is fitted in a square shape so as to be fitted with an appropriate depth width between the left and right guide grooves on the rear side of the front portion along the opening. Sides that are formed so as to form U-shapes that are continuous with each other on both the left and right sides of the fitting portion and have a depth and width corresponding to the groove width and depth of the guide groove and facing each other. A water supply / drainage port for paddy fields provided with a plurality of horizontal ribs for horizontally separating the inner surface of the side edge portion and the vertical and horizontal ribs for partitioning the inner surface of the fitting portion in a lattice shape. 前記ゲート部材は、左右の側面に、高さ方向に突条をなす畦板との継手部をそれぞれ一体成形していることを特徴とする請求項1の水田用給排水口。2. The water supply / drainage port for paddy fields according to claim 1, wherein the gate member is integrally formed with left and right side surfaces, respectively, with joint portions with ribs that form ridges in the height direction. 前記ゲート部材の縦リブと横リブとの交差部と、前記堰板の縦横のリブの交差部は、それぞれ奥行き方向に柱状をなす補強部を有することを特徴とする請求項1の水田用給排水口。2. The water supply / drainage for paddy fields according to claim 1, wherein a crossing portion between the vertical rib and the horizontal rib of the gate member and a crossing portion of the vertical and horizontal ribs of the dam plate each have a reinforcing portion having a columnar shape in the depth direction. mouth. 前記ゲート部材の埋込み支持部は、断面楔形の下縁を有することを特徴とする請求項1の水田用給排水口。The paddy field inlet / outlet according to claim 1, wherein the embedded support portion of the gate member has a lower edge having a wedge-shaped cross section. 前記堰板は、前記嵌合部の上面を、中央が奥行き方向に張り出す円弧縁に成形されていることを特徴とする請求項1の水田用給排水口。The water supply / drainage port for paddy fields according to claim 1, wherein the barrier plate is formed into an arc edge whose center extends in the depth direction on the upper surface of the fitting portion.
JP34762095A 1995-12-15 1995-12-15 Water supply / drainage for paddy fields Expired - Fee Related JP3740649B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34762095A JP3740649B2 (en) 1995-12-15 1995-12-15 Water supply / drainage for paddy fields

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34762095A JP3740649B2 (en) 1995-12-15 1995-12-15 Water supply / drainage for paddy fields

Publications (2)

Publication Number Publication Date
JPH09163879A JPH09163879A (en) 1997-06-24
JP3740649B2 true JP3740649B2 (en) 2006-02-01

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP34762095A Expired - Fee Related JP3740649B2 (en) 1995-12-15 1995-12-15 Water supply / drainage for paddy fields

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JP (1) JP3740649B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103643660A (en) * 2013-12-25 2014-03-19 左迪平 Gate for irrigation canal
JP7201888B2 (en) * 2020-08-07 2023-01-11 宮城県 Weir plate for rice paddy dam and water level adjustment device using the same

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JPH09163879A (en) 1997-06-24

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