JPH064132U - Paddy drainage system - Google Patents
Paddy drainage systemInfo
- Publication number
- JPH064132U JPH064132U JP4494392U JP4494392U JPH064132U JP H064132 U JPH064132 U JP H064132U JP 4494392 U JP4494392 U JP 4494392U JP 4494392 U JP4494392 U JP 4494392U JP H064132 U JPH064132 U JP H064132U
- Authority
- JP
- Japan
- Prior art keywords
- paddy field
- drainage
- passage
- path
- ground
- 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.)
- Pending
Links
Landscapes
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Abstract
(57)【要約】
【目的】 畦部分を穿設したり、掘設せずとも、耕地
面の窪地の溜水を排水したり、湛水を所定水深に調整で
きる便利な水田用排水装置を提供する。
【構成】 縦路1aとその縦路1aに連通する横路1
bからなる排水路11を有するL型排水管1をその縦路1
aの上半部を地面から露出された状態で水田Aと畦Bと
の境界部分に埋設し、該縦路1aの水田側路壁に、多段
状に積み重ねられ且つ抜き差しされる複数枚の堰用部材
2で開口面積が調整される開放部を全高に渡って開放
し、前記横路1bを用水路等の排水部に連絡する。
(57) [Summary] [Purpose] A convenient paddy field drainage device that can drain the accumulated water in the depression of the cultivated ground and adjust the inundation to a predetermined depth without digging or digging the ridges. provide. [Structure] Vertical path 1a and horizontal path 1 communicating with the vertical path 1a
The L-shaped drain pipe 1 having the drainage channel 11 consisting of
A plurality of weirs which are buried in the boundary between the paddy field A and the ridge B in a state of being exposed from the ground in the upper half part of a and are stacked in multiple stages on the paddy field side wall of the longitudinal passage 1a and are inserted and removed. The opening portion whose opening area is adjusted by the working member 2 is opened over the entire height, and the lateral passage 1b is connected to a drainage portion such as a water passage.
Description
【0001】[0001]
本考案は、水田用排水装置に関するものである。 The present invention relates to a drainage device for paddy fields.
【0002】[0002]
水田は、一定期間、湛水状態に灌漑できるようにしたものである。即ち、周囲 を畦で囲い、耕地面を水平状にし、その中に所定深さまで湛水するのである。 そのため、田作りの段階で耕地面の窪地等に留まっている留水は排水し、無論 、湛水も所定水深に調整する必要がある。 Paddy fields are irrigated in a flooded condition for a certain period. That is, the surroundings are surrounded by ridges, the cultivated ground is made horizontal, and water is submerged in the cultivated ground to a predetermined depth. For this reason, it is necessary to drain the water that remains in the depressions of the cultivated ground at the stage of paddy field and of course adjust the inundation to the specified depth.
【0003】[0003]
ところで、従来、田作りの段階等で耕地面の窪地等に溜水している場合には、 その窪地と同一深さをもって耕地面に畦に至る案内路を掘設した後、畦部分に排 水穴を、掘ったり、崩したりして作って、窪地の溜水を用水路等に排水するよう にし、更には湛水を所定深さにする場合には、その窪地と同一高さレベルの畦部 分に排水穴を開ける等して、湛水を排水している。 しかし、いちいち畦部分にスコップ等の掘設用具を用いて排水穴を穿設する必 要があり、作業性が悪い問題があった。 By the way, in the past, when water was accumulated in depressions on the cultivated ground at the stage of rice paddying, etc., a guideway leading to the ridges was dug to the cultivated ground at the same depth as the depression, and then drained to the ridges. When making a hole by digging or collapsing to drain the accumulated water in the depression to an irrigation canal or the like, and when making the inundation to a predetermined depth, the ridge with the same height level as the depression. The inundation is drained by opening a drainage hole for each minute. However, there was a problem in that workability was poor because it was necessary to drill a drain hole in each ridge using a scoop or other digging tool.
【0004】 本考案は、上記従来事情に鑑みてなされたもので、その目的とする処は、畦部 分を穿設したり、掘設せずとも、耕地面の窪地の溜水を排水したり、湛水を所定 水深に調整できる便利な水田用排水装置を提供することにある。The present invention has been made in view of the above-mentioned conventional circumstances, and the purpose thereof is to drain the accumulated water in the depression of the cultivated ground without drilling or digging the ridge portion. Another object of the present invention is to provide a convenient drainage device for paddy fields that can adjust the water level to a predetermined depth.
【0005】[0005]
上記目的を達成するために講じた技術的手段は、縦路とその縦路に連通する横 路からなる排水路を有するL型排水管をその縦路の上半部を地面から露出された 状態で水田と畦との境界部分に埋設し、該縦路の水田側路壁に、多段状に積み重 ねられ且つ抜き差しされる複数枚の堰用部材で開口面積が調整される開放部を全 高に渡って開放し、前記横路を用水路等の排水部に連絡したことを要旨とする。 The technical measures taken to achieve the above-mentioned purpose are that an L-shaped drain pipe having a drainage channel consisting of a vertical passage and a horizontal passage communicating with the vertical passage is exposed in the upper half of the vertical passage from the ground. The entire opening is buried in the boundary between the paddy field and the ridge, and the opening area is adjusted on the paddy field side wall of the vertical path by multiple weir members that are stacked and stacked in multiple stages. The gist is that it is opened over the height and the lateral passage is connected to a drainage portion such as an irrigation canal.
【0006】[0006]
上記技術的手段によれば、縦路の上半部を地面から露出させた状態で水田と畦 との境界部分に埋設したL型排水管に対して抜き差し可能になっている堰用部材 を上から望む数だけ抜き取ることで、所望高さの堰を形成することができる。 According to the above technical means, the weir member which can be inserted into and removed from the L-shaped drain pipe buried in the boundary between the paddy field and the ridge with the upper half of the vertical path exposed from the ground is provided. By extracting the desired number from the above, a weir of a desired height can be formed.
【0007】[0007]
本考案は以上のように構成した水田用排水装置であるから、畦までの耕地面を 窪地と連通するように掘設した後、その深さに対応するように所望の堰用部材を 抜き取る簡単な作業で、業々畦に排水案内用の穴をスコップ等の掘設用具を用い て形成せずとも窪地に溜まっている水を排水することができる。 しかも、堰用部材を上から順に抜き取ることで様々な高さの堰を自在に形成す るから、湛水の水深調整も適宜行える。 Since the present invention is the paddy field drainage device configured as described above, it is easy to dig the cultivated ground up to the ridge so as to communicate with the depression and then remove the desired weir member to correspond to the depth. It is possible to drain the water accumulated in the depression without the need to form a hole for drainage guide by using a scoop or other digging tool. Moreover, since weirs of various heights can be freely formed by extracting the weir member in order from the top, the depth of the submerged water can be adjusted appropriately.
【0008】[0008]
次に、本考案の実施例を図面に基づいて説明する。 図1乃至図4は、本実施例水田用排水装置を示し、符号1はL型排水管、Aは 水田、Bは畦、Cは耕地面である。 Next, an embodiment of the present invention will be described with reference to the drawings. 1 to 4 show a drainage device for paddy field in this embodiment, where reference numeral 1 is an L-shaped drainage pipe, A is a paddy field, B is a ridge, and C is a cultivated ground.
【0009】 L型排水管1は、図示するように、縦路(垂直路)1aと横路(水平路)1b とを連設して排水路11とすると共に、縦路1aにおいて水田側路壁、すなわち横 路1bの延長線と直交する縦路1aの壁部分全長を、多段状に積み重ねられ且つ 抜き差しされる複数枚の堰用部材2…で開口面積が調整される開放部で構成して いる。 詳細には、水平状円管1b’の一端から横断面視略矩形状の角管1a’を直角 に起設して形成され且つ陶製材料や合成樹脂材料、非防錆金属材料等で一体成形 されているL型排水管1のその角管1a’の水田側路壁を全高に渡って開設し、 その開設縁を平面視蟻溝型に形成すると共に、その開設縁に上下端面相互を当接 させて上記複数枚の堰用部材2…を抜き差し可能に嵌挿している。As shown in the figure, the L-shaped drain pipe 1 is formed by connecting a vertical path (vertical path) 1a and a horizontal path (horizontal path) 1b in series to form a drainage path 11, and at the vertical path 1a, a paddy field side wall. That is, the entire wall portion of the vertical passage 1a orthogonal to the extension of the horizontal passage 1b is formed by an open portion whose opening area is adjusted by a plurality of dam members 2 ... There is. Specifically, it is formed by vertically arranging a rectangular tube 1a 'having a substantially rectangular cross-section from one end of a horizontal circular tube 1b', and integrally molded with a ceramic material, a synthetic resin material, a non-rust preventive metal material, or the like. The square wall 1a 'of the L-shaped drain pipe 1 is opened over the entire height of the paddy field side wall, and the opening edge is formed into a dovetail groove in plan view, and the upper and lower end surfaces are mutually contacted with the opening edge. The plurality of weir members 2 ... Are inserted and inserted so that they can be brought into contact with each other.
【0010】 斯様に縦路1aの水田側路壁に、多段状に積み重ねられ且つ抜き差しされる複 数枚の堰用部材2…で開口面積が調整される開放部を全高に渡って開放したL型 排水管1は、図示するように、縦路1a上半部を地面から露出させた状態で水田 Aと畦Bとの境界部に埋設し、且つ横路1bをフレキシブルな連絡管3を介して 用水路等にの排水部(図示せず)に連通させる。 そして、耕地面Cに形成される窪地cの溜水を排水する場合には、その窪地c からL型排水管1を埋設した畦Bまで至る傾斜案内路c1 を掘った後、排水に必 要な高さの堰12を形成すべく、上方から適宜堰用部材2を抜き取れば良い(図1 )。これにより、窪地c内の溜水は、良好に排水される。 また、湛水の水深を調整する場合にも、水深に相当する高さの堰12を形成する まで、上方から適宜堰用部材2を抜き取れば良い(図2)。In this way, the open portion whose opening area is adjusted by the plurality of weir members 2 ... Stacked in multiple stages and inserted / removed in the paddy side road wall of the longitudinal passage 1a is opened over the entire height. As shown in the drawing, the L-shaped drainage pipe 1 is embedded in the boundary between the paddy field A and the ridge B with the upper half of the vertical passage 1a being exposed from the ground, and the lateral passage 1b is connected via a flexible connecting pipe 3. The drainage (not shown) to the irrigation canal. When draining the accumulated water in the depression c formed on the cultivated ground C, it is necessary to dig the inclined guide path c1 extending from the depression c to the ridge B in which the L-shaped drain pipe 1 is buried, and then draining the water. In order to form the weir 12 having any height, the weir member 2 may be appropriately extracted from above (FIG. 1). Thereby, the accumulated water in the depression c is satisfactorily drained. Also, when adjusting the water depth of the flooded water, the weir member 2 may be appropriately extracted from above until the weir 12 having a height corresponding to the water depth is formed (FIG. 2).
【0011】 堰用部材2は、縦路1aの上域部に行くに従ってその高さを低くするようにし ても、それは任意である。 この場合には、水深調整をする場合に微調整が行える特長がある。The dam member 2 is optional even if its height is lowered toward the upper region of the longitudinal path 1a. In this case, there is a feature that fine adjustment can be performed when adjusting the water depth.
【図1】 窪地の溜水を排水している使用状態を示す縦
断面図。FIG. 1 is a vertical cross-sectional view showing a usage state in which accumulated water in a depression is being drained.
【図2】 湛水の水深を調整している使用状態を示す縦
断面図。FIG. 2 is a vertical cross-sectional view showing a usage state in which the depth of the submerged water is adjusted.
【図3】 L型排水管の正面図で、堰用部材を差し込ん
でいる状態を示す。FIG. 3 is a front view of the L-type drain pipe, showing a state in which a weir member is inserted.
【図4】 L型排水管の平面図。FIG. 4 is a plan view of an L-shaped drain pipe.
A :水田 B :畦 C :耕地面 1a:縦路 1 :L型排水管 1b:横路 2 :堰用部材 11 :排水路 12 :堰 A: Paddy field B: Ridge C: Cultivated ground 1a: Vertical path 1: L-shaped drain pipe 1b: Lateral path 2: Weir member 11: Drainage channel 12: Weir
Claims (1)
る排水路を有するL型排水管をその縦路の上半部を地面
から露出された状態で水田と畦との境界部分に埋設し、
該縦路の水田側路壁に、多段状に積み重ねられ且つ抜き
差しされる複数枚の堰用部材で開口面積が調整される開
放部を全高に渡って開放し、前記横路を用水路等の排水
部に連絡したことを特徴とする水田用排水装置。1. An L-shaped drainage pipe having a drainage channel composed of a vertical passage and a lateral passage communicating with the vertical passage is buried in a boundary portion between a paddy field and a ridge with the upper half of the vertical passage exposed from the ground. Then
An open portion whose opening area is adjusted by a plurality of weir members that are stacked in a multi-stage manner and that is inserted / removed on the paddy field side wall of the vertical path is opened over the entire height, and the horizontal path is a drainage section such as an irrigation channel. The drainage system for paddy fields, which is characterized by contacting with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4494392U JPH064132U (en) | 1992-06-29 | 1992-06-29 | Paddy drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4494392U JPH064132U (en) | 1992-06-29 | 1992-06-29 | Paddy drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH064132U true JPH064132U (en) | 1994-01-18 |
Family
ID=12705571
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4494392U Pending JPH064132U (en) | 1992-06-29 | 1992-06-29 | Paddy drainage system |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH064132U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52151299A (en) * | 1976-06-11 | 1977-12-15 | Tekken Constr Co | Automatic control fire extinguisher |
-
1992
- 1992-06-29 JP JP4494392U patent/JPH064132U/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52151299A (en) * | 1976-06-11 | 1977-12-15 | Tekken Constr Co | Automatic control fire extinguisher |
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