JP2017051137A - Water level adjustment device for paddy field with rice field dam function and method for damming rice field - Google Patents

Water level adjustment device for paddy field with rice field dam function and method for damming rice field Download PDF

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JP2017051137A
JP2017051137A JP2015178041A JP2015178041A JP2017051137A JP 2017051137 A JP2017051137 A JP 2017051137A JP 2015178041 A JP2015178041 A JP 2015178041A JP 2015178041 A JP2015178041 A JP 2015178041A JP 2017051137 A JP2017051137 A JP 2017051137A
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water level
plate
dam
paddy
water
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JP5939526B1 (en
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勝儀 川田
Katsuyoshi Kawada
勝儀 川田
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Axex Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a paddy water level adjustment device with a paddy dam mechanism that can impart a dam function in a rice field by storing increased paddy water from a rice field and releasing the water little by little to prevent flooding on a downstream side, using a water level adjuster installed on a ridge, and to provide a method for damming the paddy field.SOLUTION: In a water level adjuster 1, a rear wall 2C and a pair of side walls 2B are erected on a bottom plate so as to be formed in a substantially rectangular shape in a plan view, and a pressure receiving plate 3 and a water level adjusting plate 4 are inserted. A dam plate 6 of a rice paddy dam mechanism 5 made of aluminum has a taller height than the water level adjusting plate 4, and a water discharge hole of a smaller diameter than a drain hole of the rear wall 2C is provided in the lower side. The dam plate 6 and support plates 7 of both ends are formed so as to be a substantially H shape in a plan view. The paddy dam mechanism 5 is inserted between the rear wall 2C of the water level adjuster 1 and the water level adjusting plate 4, and the water level adjusting plate 4 is stored in the storage tank 8 and is released little by little from the water discharge hole.SELECTED DRAWING: Figure 1

Description

本発明は、水田用水位調整器に田んぼダム機構を持たせることにより水田をダム化し、また水田水の放出を抑制して下流側の水害の防止を目的とした田んぼダム機構を設けた水田用水位調整装置及び田んぼのダム化法に関する。 The present invention relates to paddy field water provided with a paddy dam mechanism for the purpose of preventing paddy field dams by controlling the release of paddy water by providing paddy field water level regulators with paddy dam mechanisms. The present invention relates to a position adjusting device and a rice field damification method.

水田は稲の生育時期に応じて水位を調整する必要があることから、水位調整器(水位調整桝ともいう。)を畔に設置している。水位調整器には種々のものがあるが、一例として、桝本体内に土圧を受ける受圧板と、受圧板が圧接することで高さ位置が規制される水位調整板とから大略構成してある(特許文献1)。   Since paddy fields need to adjust the water level according to the growing season of rice, a water level adjuster (also called a water level adjusting paddy) is installed on the shore. There are various types of water level adjusters, but as an example, the water level adjuster is generally composed of a pressure receiving plate that receives earth pressure in the main body and a water level adjusting plate whose height position is regulated by pressure contact with the pressure receiving plate. (Patent Document 1).

特許第4817159号特許公報Japanese Patent No. 4817159

ところで、近年異常気象が常態化して各地で局地的豪雨に見舞われる事象が起きている一方、山林の保水力が低下していることから土砂の流失や水害の多発が問題化している。そこで、水田の貯水能力を降雨時にダムとして機能させ、また水田に降る雨が一度に流下して下流側に水害や土石流災害が起きるのを防止する田んぼダムによる災害の発生防止を目的とする技術が求められている。 By the way, in recent years, abnormal weather has become normal, and local heavy rains have occurred in various parts of the country. On the other hand, the loss of water capacity in the forests has caused problems such as sediment loss and frequent flood damage. Therefore, the technology aimed at preventing the occurrence of disasters caused by the rice field dam, which makes the water storage capacity of the paddy field function as a dam when it rains, and prevents the rain that falls on the paddy field from flowing down at once and causing flood damage and debris flow disasters. Is required.

しかし、従来の水位調整器は水田の水位調整が目的で、水田に大量の雨が降った場合の対応について考慮していないため、水田に降った大量の雨は水位調整板を越流させて桝本体の排水穴から放出させており、排水穴の放出量が対応できない場合には桝本体から畦に溢れさせているのが現状である。   However, the conventional water level adjuster is intended to adjust the water level of the paddy field, and does not consider how to deal with a large amount of rain on the paddy field. It is discharged from the drainage hole of the main body, and when the discharge amount of the drainage hole cannot be handled, it is overflowing from the main body.

そして、田んぼに貯水能力を持たせてダムとして機能させるとしても、従来の水田用水位調整器では雨水を貯留して少しずつ放出する構成にはなっていない。このため、大雨の場合は、水位調整板を最大限引き上げて高くする、別途長い板を水位調整器に設置するといった対応しかできないのが現状である。
しかし、降雨時の作業は危険が伴うこと、面倒であるとしてダム化に非協力な人や兼業農家のように不在の人もいることから実効性がないという問題がある。
そこで、水田をダム化する提案がなされており、一例として堰板の片側に咬ませをして片方を浮かせ三角形状の開口から排水する方法がある。しかし、水田水を一時貯留して少しずつ放出する構成ではないため、水の放出量の設定が面倒であるといった問題点がある。
And even if the rice field has a water storage capacity and functions as a dam, the conventional water level regulator for paddy fields is not configured to store rainwater and release it little by little. For this reason, in the case of heavy rain, the current situation is that the water level adjustment plate can be raised to the maximum and raised, or a separate long plate can be installed in the water level adjustment device.
However, there is a problem that the work at the time of rain is dangerous and it is not effective because there are some people who are not cooperating with the dam and there are no people like part-time farmers because it is troublesome.
Therefore, a proposal has been made to make a paddy field into a dam. As an example, there is a method in which one side of a dam plate is bitten and one side is floated and drained from a triangular opening. However, since it is not the structure which stores paddy water temporarily and discharges little by little, there exists a problem that the setting of the discharge amount of water is troublesome.

本発明は発明者が従来技術の未解決の問題点に鑑み鋭意研究した結果なされたもので、畦に設置する水位調整器に田んぼダム機構を組み合わせ、水田水を一旦貯留して少しずつ放出することで田んぼの貯水量を増加して田んぼをダム化し、また放水量を抑制して水害を防止するようにした田んぼダム機構を有する水田用水位調整装置及び田んぼのダム化法を提供することを目的とする。   The present invention was made as a result of inventor's earnest research in view of the unsolved problems of the prior art, combining a rice field dam mechanism with a water level adjuster installed in the paddle, and temporarily storing and discharging paddy water. To provide a water level adjustment device for paddy fields having a rice field dam mechanism that increases the amount of water stored in the rice fields to make the rice fields dams and to prevent water damage by controlling the amount of discharged water, and to provide a method for damming the rice fields. Objective.

上述した課題を解決するために構成した請求項1に係る本発明の手段は、排水穴を有する後壁及び一対の側壁を底板に平面視で略冂字状に立設してなる桝本体内に高さの可変な水位調整板を設置して水田の水位調整を行う水位調整器において、前記水位調整板より背高に形成し、下部側に前記排水穴より小径の放水穴を設けたダム板を前記桝本体の後壁と水位調整板との間に配設し、該水位調整板を越流する水田水を前記水位調整器内に貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにしたものからなる。   The means of the present invention according to claim 1 configured to solve the above-described problem is provided in a bag body in which a rear wall having a drainage hole and a pair of side walls are erected on a bottom plate in a substantially square shape in plan view. In a water level adjuster that adjusts the water level of a paddy field by installing a water level adjustment plate of variable height, a dam plate that is formed taller than the water level adjustment plate and has a water discharge hole that is smaller in diameter than the drainage hole on the lower side Is disposed between the rear wall of the main body and the water level adjusting plate, and the paddy water that overflows the water level adjusting plate is stored in the water level adjuster from the water discharge hole to the drain hole side little by little. Consists of something to be discharged.

そして、前記田んぼダム機構は、板本体の下部側に前記放水穴を設けたダム板と、該ダム板の幅方向両端に設け、前面が前記水位調整板に当接し、後面が前記後壁に当接する一対の支持板とから平面視で略H字状に構成するとよい。   The rice field dam mechanism includes a dam plate provided with the water discharge holes on the lower side of the plate body, provided at both ends in the width direction of the dam plate, a front surface abutting on the water level adjusting plate, and a rear surface on the rear wall. It is good to comprise in a substantially H shape by planar view from a pair of support plate which contact | abuts.

また、前記支持板は、前端面及び/又は後端面に当接弾性材を設けることにより、前記桝本体の後壁と水位調整板との間隔が異なる場合にも挿設することが出来る。   Further, the support plate can be inserted even when the distance between the rear wall of the bag main body and the water level adjusting plate is different by providing a contact elastic material on the front end surface and / or the rear end surface.

更に、請求項4に係る本発明を構成する手段は、排水穴を有する後壁及び一対の側壁を底板に平面視で略冂字状に立設してなる桝本体内に高さの可変な水位調整板を設置して水田の水位調整を行う水位調整器において、前記後壁と水位調整板との間に位置して前記一対の側壁に縦溝を設け、該縦溝に前記水位調整板より背高に形成し、下部側に前記排水穴より小径の放水穴を設けたダム板からなる田んぼダム機構を挿嵌することにより、前記水位調整板を越流する水田水を前記水位調整器内に貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにしたものからなる。   Further, the means constituting the present invention according to claim 4 is a water level having a variable height in the main body in which a rear wall having a drainage hole and a pair of side walls are erected in a substantially square shape in plan view on the bottom plate. In the water level adjuster for adjusting the water level of the paddy field by installing an adjustment plate, a vertical groove is provided in the pair of side walls located between the rear wall and the water level adjustment plate, and the vertical groove is provided by the water level adjustment plate. The rice field water that overflows the water level adjustment plate is inserted into the water level adjuster by inserting a rice pad dam mechanism formed of a dam plate that is formed tall and has a water discharge hole smaller in diameter than the drainage hole on the lower side. It is made to discharge | emit little by little from the said water discharge hole to the said drain hole side, storing.

請求項5に係る本発明を構成する手段は、排水穴を有する桝本体内に高さの可変な水位調整板を挿設し、水田の水位を調整するようにした水位調整器内に、前記水位調整板より背高で前記排水穴より小径の放水穴を設けたダム板を該水位調整板の後方に配設し、水位調整板を越流する水田水を貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにしたことにある。   The means constituting the present invention according to claim 5 includes: a water level adjusting plate having a variable height inserted in a main body having a drainage hole, and a water level adjuster configured to adjust the water level of a paddy field. A dam plate that is taller than the adjustment plate and has a water discharge hole that is smaller in diameter than the drainage hole is disposed behind the water level adjustment plate, and the drainage from the discharge hole is stored while storing paddy water that overflows the water level adjustment plate. It is because it was discharged little by little to the hole side.

本発明は上述の如く構成したから、下記の諸効果を奏する。
(1)畦に設置する水位調整器に田んぼダム機構を設けることにより、水田に雨水を貯えるダム機能を持たせ、かつ貯留する水を少しずつ放出するようにしたので下流側の水害を防止するし、水田を水害の防止に有効活用することが出来る。
(2)既設の水位調整器に田んぼダム機構を一度組付けるだけで、工事を行うことなく田んぼダム機能を簡単に、安価に、また長年に亘り持たせることが出来る。
(3)田んぼダム機構は、放水穴を設けたダム板と、ダム板の幅方向両端に設けた一対の支持板とから平面視で略H字状の構成にしたから、縦溝のない水位調整器に田んぼダム機能を持たせることができるし、製作も安価であり、既存の水位調整器に簡単に組付けることができるので農家も面倒なくダム化に取り組むことができる。
また、排水溝の水位上昇による逆流によって後方から水圧を受けた時でも支持板がダム板を確実に支えることができる。
(4)水位調整器にダム板からなる田んぼダム機構を一度組付けることでダム化できるから、見回りながら操作する必要がない、降雨時の危険な作業を不要にできる、多忙な農家等の負担を軽減する、水田をダム化することに消極的な農家が実施する割合が増加する、といった多くの利点がある。
(5)田んぼダム機構の支持板は、前端面及び/又は後端面に当接弾性材を設けることにより後壁と水位調整板の間隔が異なる水位調整器にも対応することが出来る。
(6)水位調整器の後壁と水位調整板との間に位置して一対の側壁に縦溝を設け、縦溝に水位調整板より背高で、下部側に放水穴を設けたダム板を挿嵌することにより、田んぼに必要に応じて簡単に田んぼダム機能を持たせることができる。
Since the present invention is configured as described above, the following effects can be obtained.
(1) By providing a rice field dam mechanism in the water level adjuster installed in the paddy field, the paddy field has a dam function for storing rainwater, and the stored water is discharged little by little to prevent downstream flooding. The paddy field can be effectively used to prevent flood damage.
(2) By simply assembling the rice field dam mechanism to the existing water level adjuster, the rice field dam function can be easily and inexpensively provided for many years without any construction work.
(3) The rice field dam mechanism has a substantially H-shaped configuration in plan view from a dam plate provided with a water discharge hole and a pair of support plates provided at both ends in the width direction of the dam plate. The rice dam function can be given to the adjuster, and the production is inexpensive, and it can be easily assembled to the existing water level adjuster, so that the farmers can work on the dam without trouble.
In addition, the support plate can reliably support the dam plate even when the water pressure is received from the rear due to the reverse flow caused by the rise of the water level in the drainage groove.
(4) Since a rice field dam mechanism consisting of dam plates is assembled once in the water level adjuster, it can be made into a dam, so there is no need to operate while looking around, and it is possible to eliminate dangerous work during rain, such as a burden on busy farmers There are many advantages, such as reducing the risk and increasing the proportion of farmers who are reluctant to convert paddy fields into dams.
(5) The support plate of the rice field dam mechanism can also correspond to a water level adjuster in which the distance between the rear wall and the water level adjusting plate is different by providing a contact elastic material on the front end surface and / or the rear end surface.
(6) A dam plate that is located between the rear wall of the water level adjuster and the water level adjusting plate, provided with a vertical groove in the pair of side walls, taller than the water level adjusting plate in the vertical groove, and provided with a water discharge hole on the lower side The paddy field can be easily provided with the paddy dam function as needed.

図1乃至図4は本発明の第1の実施の形態に係り、図1は水田用水位調整装置の斜視図である。1 to 4 relate to a first embodiment of the present invention, and FIG. 1 is a perspective view of a water level adjusting device for paddy fields. 田んぼダム機構の斜視図である。It is a perspective view of a rice field dam mechanism. 水田用水位調整装置の平面図である。It is a top view of the water level adjustment apparatus for paddy fields. 図3中のIV−IV矢示方向断面図である。It is IV-IV arrow direction sectional drawing in FIG. 図5及び図6は第2の実施の形態に係り、図5は田んぼダム機構の斜視図である。5 and 6 relate to the second embodiment, and FIG. 5 is a perspective view of a rice field dam mechanism. 水田用水位調整装置の縦断面図である。It is a longitudinal cross-sectional view of the water level adjusting device for paddy fields. 第3の実施の形態に係る田んぼダム機構の斜視図である。It is a perspective view of the rice field dam mechanism which concerns on 3rd Embodiment. 第4の実施の形態に係る水田用水位調整装置の斜視図である。It is a perspective view of the water level adjustment apparatus for paddy fields concerning a 4th embodiment.

以下、本発明の第1の実施の形態を図1乃至図4に基づき詳述する。図において、1は水田用水位調整器(以下、水位調整器1と称する。)を示す。2は該水位調整器1を構成するコンクリート製の桝本体で、該桝本体2は底板2Aと、底板2Aの幅方向両端に起立した一対の側壁2B、2Bと、該一対の側壁2B、2Bに幅方向両端を連結して前記底板2Aの後端に起立した後壁2Cと、該後壁2Cに設けた直径150mmの排水穴2Dと、前記一対の側壁2B、2Bの内面に対向して縦方向に設けたガイド溝2Eと、該ガイド溝2Eの位置に対応して前記底板2Aの上面に設けた受圧板支持溝2Fとから構成してある。   Hereinafter, a first embodiment of the present invention will be described in detail with reference to FIGS. In the figure, 1 indicates a water level adjuster for paddy fields (hereinafter referred to as a water level adjuster 1). 2 is a concrete cocoon body that constitutes the water level adjuster 1, and the cocoon body 2 includes a bottom plate 2A, a pair of side walls 2B and 2B standing up at both ends in the width direction of the bottom plate 2A, and the pair of side walls 2B and 2B. The rear wall 2C is connected to both ends in the width direction and stands at the rear end of the bottom plate 2A, the drain hole 2D having a diameter of 150 mm provided in the rear wall 2C, and the inner surfaces of the pair of side walls 2B and 2B. The guide groove 2E is provided in the vertical direction, and the pressure receiving plate support groove 2F is provided on the upper surface of the bottom plate 2A corresponding to the position of the guide groove 2E.

3は桝本体2の略下半分に設置する受圧板で、該受圧板3は平板からなる板本体3Aの上端側に後向きに係止ストッパー3Bを突設した形状からなり、幅方向両端側をガイド溝2E、2Eに嵌入し、下端を受圧板支持溝2Fに嵌合してある。 Reference numeral 3 denotes a pressure receiving plate installed in a substantially lower half of the saddle body 2. The pressure receiving plate 3 has a shape in which a locking stopper 3B protrudes rearward from the upper end side of a plate main body 3A made of a flat plate. The guide grooves 2E and 2E are fitted, and the lower end is fitted into the pressure receiving plate support groove 2F.

4は前記受圧板3の上方に位置して桝本体2に挿装した水位調整板を示す。該水位調整板4は平板からなる板本体4Aと、該板本体4Aの下端側に突設し、前記係止ストッパー3Bと接離する係合ストッパー4Bと、板本体4Aの上端に前向きに突設した操作用突状部4Cとからなり、幅方向両端側をガイド溝2E、2Eに摺動可能に嵌入してあり、係合ストッパー4Bが係止ストッパー3Bに当接する状態を上限として昇降することで水位調整を行うようになっている。
かくして、水田用水位調整器1は桝本体2、受圧板3及び水位調整板4から構成してある。
Reference numeral 4 denotes a water level adjusting plate which is positioned above the pressure receiving plate 3 and is inserted into the main body 2. The water level adjusting plate 4 protrudes from a flat plate main body 4A, an engaging stopper 4B that contacts and separates from the locking stopper 3B, and protrudes forward from the upper end of the plate main body 4A. It is composed of an operating protrusion 4C provided, and is slidably fitted into the guide grooves 2E and 2E at both ends in the width direction, and moves up and down with the state where the engagement stopper 4B is in contact with the locking stopper 3B as an upper limit. Therefore, the water level is adjusted.
Thus, the water level adjuster 1 for paddy fields is composed of the main body 2, the pressure receiving plate 3 and the water level adjusting plate 4.

5は上記の構成からなる水田用水位調整器1の後壁2Cと水位調整板4との間に配設したアルミニュウム製の田んぼダム機構を示す。なお、後述する他の実施の形態においても田んぼダム機構はアルミニュウム製なので、特に明示しない。6は該田んぼダム機構5を構成するダム板で、該ダム板6は水位調整板4を最も引上げた場合の上端4Dより背高の高さに設定した平板からなる板体6Aと、該板体6Aの下端側に形成した後壁2Cの排水穴2Dより小径で穴径が約50mmの放水穴6Bとから形成してある。   Reference numeral 5 denotes an aluminum rice field dam mechanism disposed between the rear wall 2C of the water level adjuster 1 for paddy fields 1 having the above-described configuration and the water level adjusting plate 4. In other embodiments described later, the rice field dam mechanism is made of aluminum, so that it is not clearly shown. Reference numeral 6 denotes a dam plate constituting the rice field dam mechanism 5, and the dam plate 6 is a plate body 6A composed of a flat plate set at a height higher than the upper end 4D when the water level adjusting plate 4 is pulled up most, and the plate A water discharge hole 6B having a smaller diameter than the drain hole 2D of the rear wall 2C formed on the lower end side of the body 6A and a hole diameter of about 50 mm is formed.

7、7は前記ダム板6の幅方向両端に略H字状を成すように設けた一対の支持体を示す。該各支持体7はダム板6と同じ高さで、後壁2Cと水位調整板4との間に嵌合する前後幅に設定し、略中間にダム板6を接続した板本体7Aと、ダム板6を挟むように該板本体7Aの内面に固着した補強板体7B、7Bとから構成してある。   Reference numerals 7 and 7 denote a pair of supports provided so as to form a substantially H shape at both ends in the width direction of the dam plate 6. Each support body 7 has the same height as the dam plate 6 and is set to have a front-rear width that fits between the rear wall 2C and the water level adjustment plate 4, and a plate body 7A having the dam plate 6 connected substantially in the middle, Reinforcing plate bodies 7B and 7B fixed to the inner surface of the plate body 7A so as to sandwich the dam plate 6 are formed.

田んぼダム機構5を有する水田用水位調整装置は上述の構成からなるもので、次にその作用について説明する。水位調整器1と田んぼダム機構5によって、桝本体2の底板2Aと一対の側壁2B、2B、受圧板3と水位調整板4及びダム板6によって空間を画成している。ダム板6の放水穴6Bは桝本体2の排水穴2Dより小径に形成してあるから、空間は水位調整板4を越流して流入する水田水の貯留槽8として機能する。
これを図4に基づき説明すると、水位調整板4を最も引上げた場合の水位調整器1の水位はAであるが、水位調整板4を越流して貯留槽8に流入する水田水はダム板6の上端6Bまで貯留することから田んぼの水位はBの高さになり田んぼの貯水量が増加することでダム機能を持つことができる。
そして、放水穴6Bから水田水を少しずつ放出することで、降雨が止んだ後は水位調整板4の本来の高さまで貯留水は制御されるから、ダム板6を操作する必要はない。
The paddy field water level adjusting device having the rice field dam mechanism 5 has the above-described configuration, and the operation thereof will be described next. A space is defined by the bottom plate 2A and the pair of side walls 2B and 2B, the pressure receiving plate 3, the water level adjusting plate 4 and the dam plate 6 of the main body 2 by the water level adjuster 1 and the rice field dam mechanism 5. Since the water discharge hole 6 </ b> B of the dam plate 6 has a smaller diameter than the drainage hole 2 </ b> D of the main body 2, the space functions as a storage tank 8 for paddy water that flows over the water level adjustment plate 4 and flows in.
When this is explained based on FIG. 4, the water level of the water level adjuster 1 when the water level adjusting plate 4 is pulled up most is A, but the paddy water that flows over the water level adjusting plate 4 and flows into the storage tank 8 is a dam plate. Since the upper end 6B of 6 is stored, the water level of the rice field becomes the height of B, and the amount of stored water in the rice field increases so that it can have a dam function.
And since the stored water is controlled to the original height of the water level adjusting plate 4 after the rain has stopped by discharging the paddy water little by little from the water discharge hole 6B, it is not necessary to operate the dam plate 6.

また、水位調整器1内でダム板6の後側の空間は溢れ水処理槽9として機能し、大量降雨でダム板6を越流する水が畦を越えることなく全て水位調整器1内で排水させるためと、ダム板6の放水穴6Bがごみ詰まりで放水できなくなった場合の溢れ水を処理するものである。 In addition, the space behind the dam plate 6 in the water level adjuster 1 functions as an overflow water treatment tank 9, and all the water that overflows the dam plate 6 due to heavy rainfall does not exceed the dredging in the water level adjuster 1. In order to drain water, the overflow water in the case where the water discharge hole 6B of the dam plate 6 cannot be discharged due to clogging with dust is treated.

図5及び図6は第2の実施の形態を示す。図において、11は田んぼダム機構を示す。12は該田んぼダム機構11を構成するダム板で、該ダム板12は平板からなる板本体12Aと、該板本体12Aの下端側に設けた直径約50mmの放水穴12Bとから形成してある。13、13は前記ダム板12の幅方向両端に設けた一対の支持板で、該各支持板13は平板からなり、幅方向略中間にダム板12が嵌合する縦溝13Aを設けることにより、ダム板12と一対の支持板13、13は平面視で略H字状に組付けた構成になっている。   5 and 6 show a second embodiment. In the figure, 11 indicates a rice field dam mechanism. Reference numeral 12 denotes a dam plate constituting the rice field dam mechanism 11, and the dam plate 12 is formed of a plate main body 12A made of a flat plate and a water discharge hole 12B having a diameter of about 50 mm provided on the lower end side of the plate main body 12A. . Reference numerals 13 and 13 denote a pair of support plates provided at both ends in the width direction of the dam plate 12. Each support plate 13 is formed of a flat plate, and by providing a longitudinal groove 13A in which the dam plate 12 is fitted substantially in the middle in the width direction. The dam plate 12 and the pair of support plates 13, 13 are assembled in a substantially H shape in plan view.

14、14は前記各支持板13の前端面13Bと後端面13Cに設けた前後一対の当接弾性材を示す。該各当接弾性材14は弾性を有する合成樹脂材により弓型に成形したものからなり、下端側14Aを支持板13の前端面13B、後端面13Cに接着し、先端側14Bを自由端にすることにより扁平可能にしてある。このように構成することにより、ダム板12を水田用水位調整器15に円滑に挿設することができる。   Reference numerals 14 and 14 denote a pair of front and rear abutting elastic members provided on the front end face 13B and the rear end face 13C of each support plate 13, respectively. Each of the abutting elastic members 14 is formed in a bow shape from a synthetic resin material having elasticity. The lower end side 14A is bonded to the front end surface 13B and the rear end surface 13C of the support plate 13, and the front end side 14B is set to a free end. By doing so, it can be flattened. By comprising in this way, the dam board 12 can be smoothly inserted in the water level regulator 15 for paddy fields.

本実施の形態は上述の構成からなり、田んぼダム機能は第1の実施の形態と同じであるが、水位調整器15の後壁15Aと水位調整板15Bとの間隔がダム板12よりも広い水位調整器15でも、図6に示すように当接弾性材14、14が水位調整板15Bと後壁面15Aに夫々当接することによってたんぼダム機構11は安定性よく挿設することが出来る。 This embodiment has the above-described configuration, and the rice dam function is the same as that of the first embodiment, but the interval between the rear wall 15A of the water level adjuster 15 and the water level adjustment plate 15B is wider than the dam plate 12. Also in the water level adjuster 15, the abutment dam mechanism 11 can be inserted with good stability by the contact elastic members 14, 14 coming into contact with the water level adjusting plate 15B and the rear wall surface 15A as shown in FIG.

なお、当接弾性材14は支持板13の前端面13B又は後端面13Cのいずれか一方に設ける構成にしてもよい。 The contact elastic member 14 may be provided on either the front end surface 13B or the rear end surface 13C of the support plate 13.

図7は第3の実施の形態に係る田んぼダム機構21を示し、その特徴はダム板22と一対の支持板23、23を平面視で略H字状に一体成形し、放水穴22Aは型抜きできるように下方が開放する逆U字状に形成したことにある。
本実施の形態によれば、田んぼダム機構21を容易に、安価に製作することができる。
FIG. 7 shows a rice field dam mechanism 21 according to the third embodiment, which is characterized in that a dam plate 22 and a pair of support plates 23, 23 are integrally formed in a substantially H shape in a plan view, and a water discharge hole 22A is a mold. The reason is that it is formed in an inverted U shape with the lower part opened so that it can be removed.
According to the present embodiment, the rice field dam mechanism 21 can be manufactured easily and inexpensively.

図8は第4の実施の形態を示す。図において31は水位調整器で、該水位調整器31は第1の実施の形態における水位調整器1と同様の構成からなり、底板32A、一対の側壁32B、32B、後壁32Cから平面視で略冂字状に形成し、後壁32Cに排水穴32D(図示せず。)を設けた桝本体32と、該桝本体32内に挿設した受圧板33及び水位調整板34とから構成してあり、前記側壁32Bの前後方向略中間には縦溝35、35が一対設けてある。   FIG. 8 shows a fourth embodiment. In the figure, reference numeral 31 denotes a water level adjuster, and the water level adjuster 31 has the same configuration as the water level adjuster 1 in the first embodiment, and is viewed in plan view from the bottom plate 32A, the pair of side walls 32B and 32B, and the rear wall 32C. The main body 32 is formed in a substantially square shape and has a drain hole 32D (not shown) in the rear wall 32C, and a pressure receiving plate 33 and a water level adjusting plate 34 inserted in the main body 32. In addition, a pair of longitudinal grooves 35 are provided approximately in the middle of the side wall 32B in the front-rear direction.

36は前記水位調整器31に設けた田んぼダム機構で、該田んぼダム機構36は前記一対の縦溝35、35に幅方向両端側を嵌合したダム板37で構成してある。該ダム板37の下端側に放水穴37A(図示せず。)が設けてあり、ダム板37と受圧板33及び水位調整板34との空間は貯留槽38になっている。   Reference numeral 36 denotes a rice field dam mechanism provided in the water level adjuster 31, and the rice field dam mechanism 36 is constituted by a dam plate 37 fitted to the pair of longitudinal grooves 35, 35 at both ends in the width direction. A water discharge hole 37 </ b> A (not shown) is provided on the lower end side of the dam plate 37, and a space between the dam plate 37, the pressure receiving plate 33 and the water level adjusting plate 34 is a storage tank 38.

本実施の形態は上述の構成からなり、水位調整板34を越流した水田水は貯留槽38に貯留することで田んぼの水位はダム板37の上端37Bにまで貯留させることが出来る。   The present embodiment has the above-described configuration, and the paddy water that has overflowed the water level adjusting plate 34 is stored in the storage tank 38 so that the water level of the rice field can be stored up to the upper end 37 </ b> B of the dam plate 37.

なお、上記各実施の形態において放水穴6B、12A、22Bの穴径を約50mmに設定したが、本発明はこの数値に限定されるものではなく、要は水位調整器1の排水穴2Dの排水量より放水穴6B、12A、22Bの放水量を少なくして貯留槽8に水田水が貯留することができる大きさの穴であればよい。   In addition, in each said embodiment, although the hole diameter of the water discharge holes 6B, 12A, and 22B was set to about 50 mm, this invention is not limited to this figure, and the point is the drain hole 2D of the water level adjuster 1 in summary. It is sufficient if the water discharge amount of the water discharge holes 6B, 12A, and 22B is less than the amount of drainage so that the paddy water can be stored in the storage tank 8.

また、田んぼダム機構5をアルミニュウム製で製作したが、例えば繊維強化合成樹脂材で製作してもよいものである。   The rice field dam mechanism 5 is made of aluminum, but may be made of, for example, a fiber reinforced synthetic resin material.

1、31 水位調整器
2、32 桝本体
2A、32A 底板
2B、32B 側壁
2C、32C 後壁
2D、32D 排水穴
3、33 受圧板
4、34 水位調整板
5、11、21、33 田んぼダム機構
6、12、22、37 ダム板
6B、12B、22B、37A 放水穴
7、13、23 支持板
14 当接弾性材
1, 31 Water level adjuster 2, 32 Saddle body 2A, 32A Bottom plate 2B, 32B Side wall 2C, 32C Rear wall 2D, 32D Drain hole 3, 33 Pressure receiving plate 4, 34 Water level adjust plate 5, 11, 21, 33 Rice field dam mechanism 6, 12, 22, 37 Dam plate 6B, 12B, 22B, 37A Water discharge hole 7, 13, 23 Support plate 14 Contact elastic material

本発明は、水田用水位調整器に田んぼダム機構を持たせることにより水田をダム化し、また水田水の放出を抑制して下流側の水害の防止を目的とした田んぼダム機構を設けた水田用水位調整装置及び田んぼのダム化法に関する。 The present invention relates to paddy field water provided with a paddy dam mechanism for the purpose of preventing paddy field dams by controlling the release of paddy water by providing paddy field water level regulators with paddy dam mechanisms. The present invention relates to a position adjusting device and a rice field damification method.

水田は稲の生育時期に応じて水位を調整する必要があることから、水位調整器(水位調整桝ともいう。)を畔に設置している。水位調整器には種々のものがあるが、一例として、桝本体内に土圧を受ける受圧板と、受圧板が圧接することで高さ位置が規制される水位調整板とから大略構成してある(特許文献1)。   Since paddy fields need to adjust the water level according to the growing season of rice, a water level adjuster (also called a water level adjusting paddy) is installed on the shore. There are various types of water level adjusters, but as an example, the water level adjuster is generally composed of a pressure receiving plate that receives earth pressure in the main body and a water level adjusting plate whose height position is regulated by pressure contact with the pressure receiving plate. (Patent Document 1).

特許第4817159号特許公報Japanese Patent No. 4817159

ところで、近年異常気象が常態化して各地で局地的豪雨に見舞われる事象が起きている一方、山林の保水力が低下していることから土砂の流失や水害の多発が問題化している。そこで、水田の貯水能力を降雨時にダムとして機能させ、また水田に降る雨が一度に流下して下流側に水害や土石流災害が起きるのを防止する田んぼダムによる災害の発生防止を目的とする技術が求められている。 By the way, in recent years, abnormal weather has become normal, and local heavy rains have occurred in various parts of the country. On the other hand, the loss of water capacity in the forests has caused problems such as sediment loss and frequent flood damage. Therefore, the technology aimed at preventing the occurrence of disasters caused by the rice field dam, which makes the water storage capacity of the paddy field function as a dam when it rains, and prevents the rain that falls on the paddy field from flowing down at once and causing flood damage and debris flow disasters. Is required.

しかし、従来の水位調整器は水田の水位調整が目的で、水田に大量の雨が降った場合の対応について考慮していないため、水田に降った大量の雨は水位調整板を越流させて桝本体の排水穴から放出させており、排水穴の放出量が対応できない場合には桝本体から畦に溢れさせているのが現状である。   However, the conventional water level adjuster is intended to adjust the water level of the paddy field, and does not consider how to deal with a large amount of rain on the paddy field. It is discharged from the drainage hole of the main body, and when the discharge amount of the drainage hole cannot be handled, it is overflowing from the main body.

そして、田んぼに貯水能力を持たせてダムとして機能させるとしても、従来の水田用水位調整器では雨水を貯留して少しずつ放出する構成にはなっていない。このため、大雨の場合は、水位調整板を最大限引き上げて高くする、別途長い板を水位調整器に設置するといった対応しかできないのが現状である。
しかし、降雨時の作業は危険が伴うこと、面倒であるとしてダム化に非協力な人や兼業農家のように不在の人もいることから実効性がないという問題がある。
そこで、水田をダム化する提案がなされており、一例として堰板の片側に咬ませをして片方を浮かせ三角形状の開口から排水する方法がある。しかし、水田水を一時貯留して少しずつ放出する構成ではないため、水の放出量の設定が面倒であるといった問題点がある。
And even if the rice field has a water storage capacity and functions as a dam, the conventional water level regulator for paddy fields is not configured to store rainwater and release it little by little. For this reason, in the case of heavy rain, the current situation is that the water level adjustment plate can be raised to the maximum and raised, or a separate long plate can be installed in the water level adjustment device.
However, there is a problem that the work at the time of rain is dangerous and it is not effective because there are some people who are not cooperating with the dam and there are no people like part-time farmers because it is troublesome.
Therefore, a proposal has been made to make a paddy field into a dam. As an example, there is a method in which one side of a dam plate is bitten and one side is floated and drained from a triangular opening. However, since it is not the structure which stores paddy water temporarily and discharges little by little, there exists a problem that the setting of the discharge amount of water is troublesome.

本発明は発明者が従来技術の未解決の問題点に鑑み鋭意研究した結果なされたもので、畦に設置する水位調整器に田んぼダム機構を組み合わせ、水田水を一旦貯留して少しずつ放出することで田んぼの貯水量を増加して田んぼをダム化し、また放水量を抑制して水害を防止するようにした田んぼダム機構を有する水田用水位調整装置及び田んぼのダム化法を提供することを目的とする。   The present invention was made as a result of inventor's earnest research in view of the unsolved problems of the prior art, combining a rice field dam mechanism with a water level adjuster installed in the paddle, and temporarily storing and discharging paddy water. To provide a water level adjustment device for paddy fields having a rice field dam mechanism that increases the amount of water stored in the rice fields to make the rice fields dams and to prevent water damage by controlling the amount of discharged water, and to provide a method for damming the rice fields. Objective.

上述した課題を解決するために構成した請求項1に係る本発明の手段は、 排水穴を有する後壁及び一対の側壁を底板に平面視で略冂字状に立設してなる桝本体内に高さの可変な水位調整板を設置して水田の水位調整を行う水位調整器内に、前記水位調整板より背高に形成し、下部側に前記排水穴より小径の放水穴を設けたダム板と、該ダム板の幅方向両端に設け、前面が前記水位調整板に当接し、後面が前記後壁に当接する一対の支持板とから平面視で略H字状に構成した田んぼダム機構を設けることにより、前記水位調整板を越流する水田水を前記水位調整器内に貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにしたものからなる。 The means of the present invention according to claim 1 configured to solve the above-described problem is provided in a bag body in which a rear wall having a drainage hole and a pair of side walls are erected on a bottom plate in a substantially square shape in plan view. A water level adjuster that adjusts the water level of paddy fields by installing a water level adjuster plate with variable height, and is formed taller than the water level adjuster plate, and has a water discharge hole with a smaller diameter than the drainage hole on the lower side Rice field dam mechanism constructed in a substantially H shape in plan view from a plate and a pair of support plates provided at both ends in the width direction of the dam plate, the front surface abutting the water level adjusting plate and the rear surface abutting the rear wall The paddy water that overflows the water level adjusting plate is stored in the water level adjuster and is gradually discharged from the water discharge hole toward the drain hole.

そして、前記支持板は、前面及び/又は後面に当接弾性材を設けることにより、前記後壁と水位調整板の間隔が異なる水位調整器にも挿設可能にするとよい。 And it is good for the said support plate to be able to be inserted also in the water level adjuster from which the space | interval of the said rear wall and a water level adjustment plate differs by providing a contact elastic material in a front surface and / or a rear surface .

請求項3に係る本発明を構成する手段は、排水穴を有する桝本体内に高さの可変な水位調整板を挿設し、水田の水位を調整するようにした水位調整器内に、前記水位調整板より背高で前記排水穴より小径の放水穴を設けたダム板に幅方向両端に一対の支持板を設けて平面視で略H字状に構成した田んぼダム機構を該水位調整板の後方と前記桝本体の後壁との間に配設し、前記水位調整板を越流する水田水を貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにしたものからなる。 According to a third aspect of the present invention, there is provided a water level adjuster in which a water level adjusting plate having a variable height is inserted in a main body having a drain hole to adjust the water level of a paddy field. A paddy dam mechanism constructed in a substantially H shape in plan view by providing a pair of support plates at both ends in the width direction to a dam plate that is taller than the adjustment plate and has a water discharge hole that is smaller in diameter than the drainage hole . It is arranged between the rear and the rear wall of the main body of the paddle so that the paddy water flowing over the water level adjusting plate is stored and discharged gradually from the water discharge hole to the drain hole side.

本発明は上述の如く構成したから、下記の諸効果を奏する。
(1)畦に設置する水位調整器に田んぼダム機構を設けることにより、水田に雨水を貯えるダム機能を持たせ、かつ貯留する水を少しずつ放出するようにしたので下流側の水害を防止するし、水田を水害の防止に有効活用することが出来る。
(2)既設の水位調整器に田んぼダム機構を一度組付けるだけで、工事を行うことなく田んぼダム機能を簡単に、安価に、また長年に亘り持たせることが出来る。
(3)田んぼダム機構は、放水穴を設けたダム板と、ダム板の幅方向両端に設けた一対の支持板とから平面視で略H字状の構成にしたから、縦溝のない水位調整器に田んぼダム機能を持たせることができるし、製作も安価であり、既存の水位調整器に簡単に組付けることができるので農家も面倒なくダム化に取り組むことができる。
また、排水溝の水位上昇による逆流によって後方から水圧を受けた時でも支持板がダム板を確実に支えることができる。
(4)水位調整器にダム板からなる田んぼダム機構を一度組付けることでダム化できるから、見回りながら操作する必要がない、降雨時の危険な作業を不要にできる、多忙な農家等の負担を軽減する、水田をダム化することに消極的な農家が実施する割合が増加する、といった多くの利点がある。
(5)田んぼダム機構の支持板は、前面及び/又は後面に当接弾性材を設けることにより後壁と水位調整板の間隔が異なる水位調整器にも対応することが出来る。
Since the present invention is configured as described above, the following effects can be obtained.
(1) By providing a rice field dam mechanism in the water level adjuster installed in the paddy field, the paddy field has a dam function for storing rainwater, and the stored water is discharged little by little to prevent downstream flooding. The paddy field can be effectively used to prevent flood damage.
(2) By simply assembling the rice field dam mechanism to the existing water level adjuster, the rice field dam function can be easily and inexpensively provided for many years without any construction work.
(3) The rice field dam mechanism has a substantially H-shaped configuration in plan view from a dam plate provided with a water discharge hole and a pair of support plates provided at both ends in the width direction of the dam plate. The rice dam function can be given to the adjuster, and the production is inexpensive, and it can be easily assembled to the existing water level adjuster, so that the farmers can work on the dam without trouble.
In addition, the support plate can reliably support the dam plate even when the water pressure is received from the rear due to the reverse flow caused by the rise of the water level in the drainage groove.
(4) Since a rice field dam mechanism consisting of dam plates is assembled once in the water level adjuster, it can be made into a dam, so there is no need to operate while looking around, and it is possible to eliminate dangerous work during rain, such as a burden on busy farmers There are many advantages, such as reducing the risk and increasing the proportion of farmers who are reluctant to convert paddy fields into dams.
(5) The support plate of the rice field dam mechanism can also correspond to a water level adjuster in which the distance between the rear wall and the water level adjustment plate is different by providing a contact elastic material on the front surface and / or the rear surface .

図1乃至図4は本発明の第1の実施の形態に係り、図1は水田用水位調整装置の斜視図である。1 to 4 relate to a first embodiment of the present invention, and FIG. 1 is a perspective view of a water level adjusting device for paddy fields. 田んぼダム機構の斜視図である。It is a perspective view of a rice field dam mechanism. 水田用水位調整装置の平面図である。It is a top view of the water level adjustment apparatus for paddy fields. 図3中のIV−IV矢示方向断面図である。It is IV-IV arrow direction sectional drawing in FIG. 図5及び図6は第2の実施の形態に係り、図5は田んぼダム機構の斜視図である。5 and 6 relate to the second embodiment, and FIG. 5 is a perspective view of a rice field dam mechanism. 水田用水位調整装置の縦断面図である。It is a longitudinal cross-sectional view of the water level adjusting device for paddy fields. 第3の実施の形態に係る田んぼダム機構の斜視図である。It is a perspective view of the rice field dam mechanism which concerns on 3rd Embodiment. 第4の実施の形態に係る水田用水位調整装置の斜視図である。It is a perspective view of the water level adjustment apparatus for paddy fields concerning a 4th embodiment.

以下、本発明の第1の実施の形態を図1乃至図4に基づき詳述する。図において、1は水田用水位調整器(以下、水位調整器1と称する。)を示す。2は該水位調整器1を構成するコンクリート製の桝本体で、該桝本体2は底板2Aと、底板2Aの幅方向両端に起立した一対の側壁2B、2Bと、該一対の側壁2B、2Bに幅方向両端を連結して前記底板2Aの後端に起立した後壁2Cと、該後壁2Cに設けた直径150mmの排水穴2Dと、前記一対の側壁2B、2Bの内面に対向して縦方向に設けたガイド溝2Eと、該ガイド溝2Eの位置に対応して前記底板2Aの上面に設けた受圧板支持溝2Fとから構成してある。   Hereinafter, a first embodiment of the present invention will be described in detail with reference to FIGS. In the figure, 1 indicates a water level adjuster for paddy fields (hereinafter referred to as a water level adjuster 1). 2 is a concrete cocoon body that constitutes the water level adjuster 1, and the cocoon body 2 includes a bottom plate 2A, a pair of side walls 2B and 2B standing up at both ends in the width direction of the bottom plate 2A, and the pair of side walls 2B and 2B. The rear wall 2C is connected to both ends in the width direction and stands at the rear end of the bottom plate 2A, the drain hole 2D having a diameter of 150 mm provided in the rear wall 2C, and the inner surfaces of the pair of side walls 2B and 2B. The guide groove 2E is provided in the vertical direction, and the pressure receiving plate support groove 2F is provided on the upper surface of the bottom plate 2A corresponding to the position of the guide groove 2E.

3は桝本体2の略下半分に設置する受圧板で、該受圧板3は平板からなる板本体3Aの上端側に後向きに係止ストッパー3Bを突設した形状からなり、幅方向両端側をガイド溝2E、2Eに嵌入し、下端を受圧板支持溝2Fに嵌合してある。 Reference numeral 3 denotes a pressure receiving plate installed in a substantially lower half of the saddle body 2. The pressure receiving plate 3 has a shape in which a locking stopper 3B protrudes rearward from the upper end side of a plate main body 3A made of a flat plate. The guide grooves 2E and 2E are fitted, and the lower end is fitted into the pressure receiving plate support groove 2F.

4は前記受圧板3の上方に位置して桝本体2に挿装した水位調整板を示す。該水位調整板4は平板からなる板本体4Aと、該板本体4Aの下端側に突設し、前記係止ストッパー3Bと接離する係合ストッパー4Bと、板本体4Aの上端に前向きに突設した操作用突状部4Cとからなり、幅方向両端側をガイド溝2E、2Eに摺動可能に嵌入してあり、係合ストッパー4Bが係止ストッパー3Bに当接する状態を上限として昇降することで水位調整を行うようになっている。
かくして、水田用水位調整器1は桝本体2、受圧板3及び水位調整板4から構成してある。
Reference numeral 4 denotes a water level adjusting plate which is positioned above the pressure receiving plate 3 and is inserted into the main body 2. The water level adjusting plate 4 protrudes from a flat plate main body 4A, an engaging stopper 4B that contacts and separates from the locking stopper 3B, and protrudes forward from the upper end of the plate main body 4A. It is composed of an operating protrusion 4C provided, and is slidably fitted into the guide grooves 2E and 2E at both ends in the width direction, and moves up and down with the state where the engagement stopper 4B is in contact with the locking stopper 3B as an upper limit. Therefore, the water level is adjusted.
Thus, the water level adjuster 1 for paddy fields is composed of the main body 2, the pressure receiving plate 3 and the water level adjusting plate 4.

5は上記の構成からなる水田用水位調整器1の後壁2Cと水位調整板4との間に配設したアルミニュウム製の田んぼダム機構を示す。なお、後述する他の実施の形態においても田んぼダム機構はアルミニュウム製なので、特に明示しない。6は該田んぼダム機構5を構成するダム板で、該ダム板6は水位調整板4を最も引上げた場合の上端4Dより背高の高さに設定した平板からなる板体6Aと、該板体6Aの下端側に形成した後壁2Cの排水穴2Dより小径で穴径が約50mmの放水穴6Bとから形成してある。   Reference numeral 5 denotes an aluminum rice field dam mechanism disposed between the rear wall 2C of the water level adjuster 1 for paddy fields 1 having the above-described configuration and the water level adjusting plate 4. In other embodiments described later, the rice field dam mechanism is made of aluminum, so that it is not clearly shown. Reference numeral 6 denotes a dam plate constituting the rice field dam mechanism 5, and the dam plate 6 is a plate body 6A composed of a flat plate set at a height higher than the upper end 4D when the water level adjusting plate 4 is pulled up most, and the plate A water discharge hole 6B having a smaller diameter than the drain hole 2D of the rear wall 2C formed on the lower end side of the body 6A and a hole diameter of about 50 mm is formed.

7、7は前記ダム板6の幅方向両端に略H字状を成すように設けた一対の支持体を示す。該各支持体7はダム板6と同じ高さで、後壁2Cと水位調整板4との間に嵌合する前後幅に設定し、略中間にダム板6を接続した板本体7Aと、ダム板6を挟むように該板本体7Aの内面に固着した補強板体7B、7Bとから構成してある。そして、支持板7は前面7Cが水位調整板4に当接し、後面7Dが水位調整器1の後板2に当接するようにしてある。 Reference numerals 7 and 7 denote a pair of supports provided so as to form a substantially H shape at both ends in the width direction of the dam plate 6. Each support body 7 has the same height as the dam plate 6 and is set to have a front-rear width that fits between the rear wall 2C and the water level adjustment plate 4, and a plate body 7A having the dam plate 6 connected substantially in the middle, Reinforcing plate bodies 7B and 7B fixed to the inner surface of the plate body 7A so as to sandwich the dam plate 6 are formed. The support plate 7 has a front surface 7C in contact with the water level adjustment plate 4 and a rear surface 7D in contact with the rear plate 2 of the water level adjuster 1.

田んぼダム機構5を有する水田用水位調整装置は上述の構成からなるもので、次にその作用について説明する。水位調整器1と田んぼダム機構5によって、桝本体2の底板2Aと一対の側壁2B、2B、受圧板3と水位調整板4及びダム板6によって空間を画成している。ダム板6の放水穴6Bは桝本体2の排水穴2Dより小径に形成してあるから、空間は水位調整板4を越流して流入する水田水の貯留槽8として機能する。
これを図4に基づき説明すると、水位調整板4を最も引上げた場合の水位調整器1の水位はAであるが、水位調整板4を越流して貯留槽8に流入する水田水はダム板6の上端6Bまで貯留することから田んぼの水位はBの高さになり田んぼの貯水量が増加することでダム機能を持つことができる。
そして、放水穴6Bから水田水を少しずつ放出することで、降雨が止んだ後は水位調整板4の本来の高さまで貯留水は制御されるから、ダム板6を操作する必要はない。
The paddy field water level adjusting device having the rice field dam mechanism 5 has the above-described configuration, and the operation thereof will be described next. A space is defined by the bottom plate 2A and the pair of side walls 2B and 2B, the pressure receiving plate 3, the water level adjusting plate 4 and the dam plate 6 of the main body 2 by the water level adjuster 1 and the rice field dam mechanism 5. Since the water discharge hole 6 </ b> B of the dam plate 6 has a smaller diameter than the drainage hole 2 </ b> D of the main body 2, the space functions as a storage tank 8 for paddy water that flows over the water level adjustment plate 4 and flows in.
When this is explained based on FIG. 4, the water level of the water level adjuster 1 when the water level adjusting plate 4 is pulled up most is A, but the paddy water that flows over the water level adjusting plate 4 and flows into the storage tank 8 is a dam plate. Since the upper end 6B of 6 is stored, the water level of the rice field becomes the height of B, and the amount of stored water in the rice field increases so that it can have a dam function.
And since the stored water is controlled to the original height of the water level adjusting plate 4 after the rain has stopped by discharging the paddy water little by little from the water discharge hole 6B, it is not necessary to operate the dam plate 6.

また、水位調整器1内でダム板6の後側の空間は溢れ水処理槽9として機能し、大量降雨でダム板6を越流する水が畦を越えることなく全て水位調整器1内で排水させるためと、ダム板6の放水穴6Bがごみ詰まりで放水できなくなった場合の溢れ水を処理するものである。 In addition, the space behind the dam plate 6 in the water level adjuster 1 functions as an overflow water treatment tank 9, and all the water that overflows the dam plate 6 due to heavy rainfall does not exceed the dredging in the water level adjuster 1. In order to drain water, the overflow water in the case where the water discharge hole 6B of the dam plate 6 cannot be discharged due to clogging with dust is treated.

図5及び図6は第2の実施の形態を示す。図において、11は田んぼダム機構を示す。12は該田んぼダム機構11を構成するダム板で、該ダム板12は平板からなる板本体12Aと、該板本体12Aの下端側に設けた直径約50mmの放水穴12Bとから形成してある。13、13は前記ダム板12の幅方向両端に設けた一対の支持板で、該各支持板13は平板からなり、幅方向略中間にダム板12が嵌合する縦溝13Aを設けることにより、ダム板12と一対の支持板13、13は平面視で略H字状に組付けた構成になっている。   5 and 6 show a second embodiment. In the figure, 11 indicates a rice field dam mechanism. Reference numeral 12 denotes a dam plate constituting the rice field dam mechanism 11, and the dam plate 12 is formed of a plate main body 12A made of a flat plate and a water discharge hole 12B having a diameter of about 50 mm provided on the lower end side of the plate main body 12A. . Reference numerals 13 and 13 denote a pair of support plates provided at both ends in the width direction of the dam plate 12. Each support plate 13 is formed of a flat plate, and by providing a longitudinal groove 13A in which the dam plate 12 is fitted substantially in the middle in the width direction. The dam plate 12 and the pair of support plates 13, 13 are assembled in a substantially H shape in plan view.

14、14は前記各支持板13の前面13Bと後面13Cに設けた前後一対の当接弾性材を示す。該各当接弾性材14は弾性を有する合成樹脂材により弓型に成形したものからなり、下端側14Aを支持板13の前面13B、後面13Cに接着し、先端側14Bを自由端にすることにより扁平可能にしてある。このように構成することにより、ダム板12を水田用水位調整器15に円滑に挿設することができる。 14 and 14 show a pair of contact elastic member before and provided on the front surface 13B and the rear surface 13C of the support plates 13. Each of the contact elastic members 14 is formed into a bow shape from a synthetic resin material having elasticity, and the lower end side 14A is bonded to the front surface 13B and the rear surface 13C of the support plate 13 so that the front end side 14B is a free end. Can be flattened. By comprising in this way, the dam board 12 can be smoothly inserted in the water level regulator 15 for paddy fields.

本実施の形態は上述の構成からなり、田んぼダム機能は第1の実施の形態と同じであるが、水位調整器15の後壁15Aと水位調整板15Bとの間隔がダム板12よりも広い水位調整器15でも、図6に示すように当接弾性材14、14が水位調整板15Bと後壁面15Aに夫々当接することによってたんぼダム機構11は安定性よく挿設することが出来る。 This embodiment has the above-described configuration, and the rice dam function is the same as that of the first embodiment, but the interval between the rear wall 15A of the water level adjuster 15 and the water level adjustment plate 15B is wider than the dam plate 12. Also in the water level adjuster 15, the abutment dam mechanism 11 can be inserted with good stability by the contact elastic members 14, 14 coming into contact with the water level adjusting plate 15B and the rear wall surface 15A as shown in FIG.

なお、当接弾性材14は支持板13の前面13B又は後面13Cのいずれか一方に設ける構成にしてもよい。 The contact elastic member 14 may be provided on either the front surface 13B or the rear surface 13C of the support plate 13.

図7は第3の実施の形態に係る田んぼダム機構21を示し、その特徴はダム板22と一対の支持板23、23を平面視で略H字状に一体成形し、放水穴22Aは型抜きできるように下方が開放する逆U字状に形成したことにある。
本実施の形態によれば、田んぼダム機構21を容易に、安価に製作することができる。
FIG. 7 shows a rice field dam mechanism 21 according to the third embodiment, which is characterized in that a dam plate 22 and a pair of support plates 23, 23 are integrally formed in a substantially H shape in a plan view, and a water discharge hole 22A is a mold. The reason is that it is formed in an inverted U shape with the lower part opened so that it can be removed.
According to the present embodiment, the rice field dam mechanism 21 can be manufactured easily and inexpensively.

図8は第4の実施の形態を示す。図において31は水位調整器で、該水位調整器31は第1の実施の形態における水位調整器1と同様の構成からなり、底板32A、一対の側壁32B、32B、後壁32Cから平面視で略冂字状に形成し、後壁32Cに排水穴32D(図示せず。)を設けた桝本体32と、該桝本体32内に挿設した受圧板33及び水位調整板34とから構成してあり、前記側壁32Bの前後方向略中間には縦溝35、35が一対設けてある。   FIG. 8 shows a fourth embodiment. In the figure, reference numeral 31 denotes a water level adjuster, and the water level adjuster 31 has the same configuration as the water level adjuster 1 in the first embodiment, and is viewed in plan view from the bottom plate 32A, the pair of side walls 32B and 32B, and the rear wall 32C. The main body 32 is formed in a substantially square shape and has a drain hole 32D (not shown) in the rear wall 32C, and a pressure receiving plate 33 and a water level adjusting plate 34 inserted in the main body 32. In addition, a pair of longitudinal grooves 35 are provided approximately in the middle of the side wall 32B in the front-rear direction.

36は前記水位調整器31に設けた田んぼダム機構で、該田んぼダム機構36は前記一対の縦溝35、35に幅方向両端側を嵌合したダム板37で構成してある。該ダム板37の下端側に放水穴37A(図示せず。)が設けてあり、ダム板37と受圧板33及び水位調整板34との空間は貯留槽38になっている。   Reference numeral 36 denotes a rice field dam mechanism provided in the water level adjuster 31, and the rice field dam mechanism 36 is constituted by a dam plate 37 fitted to the pair of longitudinal grooves 35, 35 at both ends in the width direction. A water discharge hole 37 </ b> A (not shown) is provided on the lower end side of the dam plate 37, and a space between the dam plate 37, the pressure receiving plate 33 and the water level adjusting plate 34 is a storage tank 38.

本実施の形態は上述の構成からなり、水位調整板34を越流した水田水は貯留槽38に貯留することで田んぼの水位はダム板37の上端37Bにまで貯留させることが出来る。   The present embodiment has the above-described configuration, and the paddy water that has overflowed the water level adjusting plate 34 is stored in the storage tank 38 so that the water level of the rice field can be stored up to the upper end 37 </ b> B of the dam plate 37.

なお、上記各実施の形態において放水穴6B、12A、22Bの穴径を約50mmに設定したが、本発明はこの数値に限定されるものではなく、要は水位調整器1の排水穴2Dの排水量より放水穴6B、12A、22Bの放水量を少なくして貯留槽8に水田水が貯留することができる大きさの穴であればよい。   In addition, in each said embodiment, although the hole diameter of the water discharge holes 6B, 12A, and 22B was set to about 50 mm, this invention is not limited to this figure, and the point is the drain hole 2D of the water level adjuster 1 in summary. It is sufficient if the water discharge amount of the water discharge holes 6B, 12A, and 22B is less than the amount of drainage so that the paddy water can be stored in the storage tank 8.

また、田んぼダム機構5をアルミニュウム製で製作したが、例えば繊維強化合成樹脂材で製作してもよいものである。   The rice field dam mechanism 5 is made of aluminum, but may be made of, for example, a fiber reinforced synthetic resin material.

1、31 水位調整器
2、32 桝本体
2A、32A 底板
2B、32B 側壁
2C、32C 後壁
2D、32D 排水穴
3、33 受圧板
4、34 水位調整板
5、11、21、33 田んぼダム機構
6、12、22、37 ダム板
6B、12B、22B、37A 放水穴
7、13、23 支持板
7C、13B 前面
7D、13C 後面
14 当接弾性材
1, 31 Water level adjuster 2, 32 Saddle body 2A, 32A Bottom plate 2B, 32B Side wall 2C, 32C Rear wall 2D, 32D Drain hole 3, 33 Pressure receiving plate 4, 34 Water level adjust plate 5, 11, 21, 33 Rice field dam mechanism 6, 12, 22, 37 Dam plate 6B, 12B, 22B, 37A Water discharge hole 7, 13, 23 Support plate
7C, 13B front
7D, 13C rear surface 14 Contact elastic material

請求項3に係る本発明を構成する手段は、排水穴を有する桝本体内に高さの可変な水位調整板を挿設し、水田の水位を調整するようにした水位調整器内に、前記水位調整板より背高で前記排水穴より小径の放水穴を設けたダム板に幅方向両端に一対の支持板を設けて平面視で略H字状に構成した田んぼダム機構を、該支持板の前面が前記水位調整板に当接し、後面が前記桝本体の後壁に当接するように配設し、前記水位調整板を越流する水田水を貯留しつつ前記放水穴から前記排水穴側に少しずつ排水するようにしたものからなる。 According to a third aspect of the present invention, there is provided a water level adjuster in which a water level adjusting plate having a variable height is inserted in a main body having a drain hole to adjust the water level of a paddy field. A rice field dam mechanism constructed in a substantially H shape in plan view by providing a pair of support plates at both ends in the width direction to a dam plate that is taller than the adjustment plate and has a water discharge hole that is smaller in diameter than the drainage hole . The front surface is in contact with the water level adjusting plate and the rear surface is in contact with the rear wall of the paddle body, and the paddy water that overflows the water level adjusting plate is stored from the water discharge hole to the drain hole side. Consists of draining little by little.

Claims (5)

排水穴を有する後壁及び一対の側壁を底板に平面視で略冂字状に立設してなる桝本体内に高さの可変な水位調整板を設置して水田の水位調整を行う水位調整器において、前記水位調整板より背高に形成し、下部側に前記排水穴より小径の放水穴を設けたダム板を前記桝本体の後壁と水位調整板との間に配設し、該水位調整板を越流する水田水を前記水位調整器内に貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにした田んぼダム機構を設けてなる水田用水位調整装置。   A water level adjuster that adjusts the water level of a paddy field by installing a water level adjusting plate with a variable height in the main body of the paddle, which has a rear wall having a drainage hole and a pair of side walls standing upright in a plan view on the bottom plate. A dam plate that is formed taller than the water level adjustment plate and has a water discharge hole having a smaller diameter than the drainage hole on the lower side is disposed between the rear wall of the main body and the water level adjustment plate. A paddy field water level adjusting device provided with a rice field dam mechanism that gradually discharges the paddy water flowing over the adjusting plate from the water discharge hole to the drain hole side while storing the paddy water in the water level adjuster. 前記田んぼダム機構は、板本体の下部側に前記放水穴を設けたダム板と、該ダム板の幅方向両端に設け、前面が前記水位調整板に当接し、後面が前記後壁に当接する一対の支持板とから平面視で略H字状に構成してあることを特徴とする請求項1記載の田んぼダム機構を設けてなる水田用水位調整装置。   The rice field dam mechanism includes a dam plate provided with the water discharge hole on the lower side of the plate body, and provided at both ends in the width direction of the dam plate, the front surface is in contact with the water level adjusting plate, and the rear surface is in contact with the rear wall. The water level adjusting device for paddy fields provided with the rice field dam mechanism according to claim 1, wherein the paddy dam mechanism is provided in a plan view from a pair of support plates. 前記支持板は、前端面及び/又は後端面に当接弾性材を設けることにより、前記後壁と水位調整板の間隔が異なる水位調整器にも挿設可能であることを特徴とする請求項2記載の田んぼダム機構を設けてなる水田用水位調整装置。   The support plate can be inserted into a water level adjuster having a different distance between the rear wall and the water level adjusting plate by providing a contact elastic material on the front end surface and / or the rear end surface. A water level adjusting device for paddy fields, comprising the rice field dam mechanism described in 2. 排水穴を有する後壁及び一対の側壁を底板に平面視で略冂字状に立設してなる桝本体内に高さの可変な水位調整板を設置して水田の水位調整を行う水位調整器において、前記後壁と水位調整板との間に位置して前記一対の側壁に縦溝を設け、該縦溝に前記水位調整板より背高に形成し、下部側に前記排水穴より小径の放水穴を設けたダム板からなる田んぼダム機構を挿嵌することにより、前記水位調整板を越流する水田水を前記水位調整器内に貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにした田んぼダム機構を設けてなる水田用水位調整装置。   A water level adjuster that adjusts the water level of a paddy field by installing a water level adjusting plate with a variable height in the main body of the paddle, which has a rear wall having a drainage hole and a pair of side walls standing upright in a plan view on the bottom plate. A vertical groove is provided in the pair of side walls located between the rear wall and the water level adjusting plate, the vertical groove is formed taller than the water level adjusting plate, and the lower side has a smaller diameter than the drainage hole. By inserting a paddy dam mechanism consisting of a dam plate provided with a water discharge hole, paddy water overflowing the water level adjustment plate is stored in the water level adjuster and gradually from the water discharge hole to the drain hole side. Paddy field water level adjustment device with a rice field dam mechanism that is designed to discharge. 排水穴を有する桝本体内に高さの可変な水位調整板を挿設し、水田の水位を調整するようにした水位調整器内に、前記水位調整板より背高で前記排水穴より小径の放水穴を設けたダム板を該水位調整板の後方に配設し、水位調整板を越流する水田水を貯留しつつ前記放水穴から前記排水穴側に少しずつ排出するようにした田んぼのダム化法。 A water level adjustment plate with a variable height is inserted in the main body of the pit having a drain hole, and the water level adjuster is designed to adjust the water level of the paddy field. A dam plate provided with a hole at the rear of the water level adjusting plate, and storing the paddy water that overflows the water level adjusting plate, and discharging it gradually from the water discharge hole to the drain hole side. Chemical method.
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Family Cites Families (6)

* Cited by examiner, † Cited by third party
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JPS62185733U (en) * 1986-05-15 1987-11-26
JP3125654U (en) * 2006-07-14 2006-09-28 金造 久保 Water level adjustment paddy for paddy field
JP3136112U (en) * 2007-08-01 2007-10-11 大成コンクリート株式会社 Paddy field water level adjuster
JP2010022324A (en) * 2008-07-23 2010-02-04 Masaaki Miyajima Water level setting device for paddy field
JP5311150B2 (en) * 2010-12-10 2013-10-09 藤村ヒューム管株式会社 Water storage volume control device for paddy fields
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JP2022030374A (en) * 2020-08-07 2022-02-18 宮城県 Dam plate for paddy dam and water level adjusting device using the same

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