JP3168683U - Paddy drainage culvert and paddy water level adjustment system - Google Patents

Paddy drainage culvert and paddy water level adjustment system Download PDF

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JP3168683U
JP3168683U JP2011002030U JP2011002030U JP3168683U JP 3168683 U JP3168683 U JP 3168683U JP 2011002030 U JP2011002030 U JP 2011002030U JP 2011002030 U JP2011002030 U JP 2011002030U JP 3168683 U JP3168683 U JP 3168683U
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pipe
water level
paddy
culvert
drainage
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小田 正雄
正雄 小田
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有限会社小田製陶所
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Abstract

【課題】地中水と地表水を同時に排水して水位を調整することができる水田水位調整システムを提供する。【解決手段】水田の地中に埋設した暗渠排水管11Aと水田の水を外部に排水する外部排水管14がそれぞれ接続される水田用暗渠排水桝であって、平面略方形で有底な下桝体2と、この下桝体2の上部に設けられ下桝体2と平面が略同形な上桝体3と、を有する桝本体1と、下桝体2の側板5Fに設けられ暗渠排水管11Aを接続する暗渠排水口12と、下桝体2の他の側板5Bに設けられ外部排水管14を接続する外部排水口15と、上桝体3の側板6Fに設けられ上部が開口し、且つ水田の地表水に臨んで設けられる上開口部21と、この上開口部21に設けられた水位調節用の堰板と、桝本体1内において暗渠排水管11Aに接続する縦方向の水位調整用管43とを備える。【選択図】図1A paddy water level adjustment system capable of adjusting the water level by simultaneously discharging groundwater and surface water. A culvert drainage basin for a paddy field, to which a culvert drainage pipe 11A buried in the underground of a paddy field and an external drainage pipe 14 for draining water from the paddy field are connected, respectively. A basin body 1 having a basin 2, an upper basin 3 provided above the lower basin 2 and having a plane substantially the same as the lower basin 2, and a culvert drain provided on a side plate 5 </ b> F of the lower basin 2. A culvert drainage port 12 for connecting the pipe 11A, an external drainage port 15 provided on the other side plate 5B of the lower casing 2 for connecting an external drainage pipe 14, and an upper opening provided on the side plate 6F of the upper casing body 3 are provided. And an upper opening 21 facing the surface water of the paddy field, a weir plate for adjusting the water level provided in the upper opening 21, and a vertical water level connected to the culvert drain pipe 11A in the basin body 1. And an adjustment tube 43. [Selection diagram] Fig. 1

Description

本考案は、水田用暗渠排水桝と水田水位調整システムに係り、特に水田の水位を調整する水田用暗渠排水桝と水田水位調整システムに関する。   The present invention relates to a paddy culvert drainage paddy and a paddy field water level adjustment system, and more particularly, to a paddy culvert drainage paddle and a paddy field water level adjustment system that adjust the water level of the paddy field.

従来、この種のものとして、地中に暗渠排水パイプを埋設し、排水桝は大径のパイプからなる桝本体を鉛直方向に設置したものであって、桝本体の内部には、桝本体よりも小径のパイプからなる水位設定器が設けられ、この水位設定器に前記暗渠排水パイプを接続し、前記水位設定器の上端部は圃場の設定水位に応じて上下位置が調節可能な状態に形成された暗渠排水装置(例えば特許文献1)が知られている。   Conventionally, as this type, underdrain pipes are buried in the ground, and the drainage dredge is a vertical installation of a dredge body consisting of large-diameter pipes. A water level setting device comprising a small-diameter pipe is provided, and the culvert drain pipe is connected to the water level setting device, and the upper end of the water level setting device is formed so that the vertical position can be adjusted according to the set water level of the field. A culvert drainage apparatus (for example, Patent Document 1) is known.

上記暗渠排水装置では、暗渠排水パイプの一端が給水路に接続され、給水路を流れる用水は、給水路から暗渠排水パイプに供給されて暗渠排水パイプから圃場の地下に供給される。   In the culvert drainage device, one end of the culvert drainage pipe is connected to the water supply channel, and the water flowing through the water supply channel is supplied from the water supply channel to the culvert drainage pipe and supplied from the culvert drainage pipe to the basement of the field.

特開2007−14209号公報JP 2007-14209 A

上記特許文献1の暗渠排水装置では、水田の地下水を排水することができるが、水田の地表水を排出するためには別個の排水装置が必要となり、不便であり、地下水用と地表水用の排水装置を設けると設備費用が嵩む問題がある。   The underdrainage device of Patent Document 1 can drain the groundwater of paddy fields, but a separate drainage device is required to discharge the surface water of the paddy fields, which is inconvenient, for groundwater and surface water. When the drainage device is provided, there is a problem that the equipment cost increases.

また、上記特許文献1では、暗渠排水パイプに合成樹脂製の有孔管を用いているため、土などが浸入して目詰まりを起こし易く、定期的に有孔管に通水して目詰まりを防止する必要がある。   Further, in the above-mentioned Patent Document 1, since a perforated pipe made of synthetic resin is used for the underdrain pipe, clogging is liable to occur due to the entry of soil or the like, and water is periodically passed through the perforated pipe and clogged. Need to prevent.

ところで、集中豪雨などにより水田の水位が上昇し、その水田の水をそのまま排水すると、河川の雨量が増加する問題があり、従来の水位調整装置では僅かな貯水能力しかなかった。   By the way, the water level of a paddy field has risen due to a heavy rain, and when the water of the paddy field is drained as it is, there is a problem that the amount of rain in the river increases, and the conventional water level adjusting device has only a small water storage capacity.

そこで、本考案は、上記問題点を解決するものであり、地中水と地表水を同時に排水して水位を調整することができる水田用暗渠排水桝と水田水位調整システムを提供することを目的とし、加えて、貯水能力を備えた水田用暗渠排水桝と水田水位調整システムを提供することを目的とする。   Therefore, the present invention solves the above-mentioned problems, and an object thereof is to provide a paddy underdrainage basin and a paddy field water level adjustment system capable of adjusting the water level by draining ground water and surface water at the same time. In addition, an object is to provide a paddy drainage pit and a paddy water level adjustment system with water storage capacity.

請求項1の考案は、水田の地中に埋設した暗渠排水管と水田の水を外部に排水する外部排水管がそれぞれ接続されるコンクリート製の水田用暗渠排水桝であって、平面略方形で有底な下桝体と、この下桝体の上部に設けられ前記下桝体と平面が略同形な上桝体と、を有する桝本体と、前記下桝体の側板に設けられ前記暗渠排水管を接続する暗渠排水口と、前記下桝体の他の側板に設けられ前記外部排水管を接続する外部排水口と、前記上桝体の側板に設けられ上部が開口し、且つ前記水田の地表水に臨んで設けられる上開口部と、この上開口部に設けられた水位調節用の堰板と、を備えることを特徴とする。   The invention of claim 1 is a concrete paddy drainage basin for concrete paddy field, to which a drainage pipe buried in the ground of the paddy field and an external drainage pipe for draining the water of the paddy field to the outside are connected to each other. A bottom body having a bottom, and a top body having an upper body that is provided at an upper portion of the lower body and substantially the same plane as the lower body, and the underdrainage provided on a side plate of the lower body A drainage port connecting a pipe, an external drainage port provided on the other side plate of the lower casing and connecting the external drainage pipe, an upper side provided on a side plate of the upper casing, and the paddy field It is characterized by comprising an upper opening provided facing the surface water and a water level adjusting weir plate provided in the upper opening.

請求項2の考案は、前記暗渠排水口に打ち抜き用薄肉部を設けたことを特徴とする。   The invention of claim 2 is characterized in that a thin wall portion for punching is provided in the underdrain outlet.

請求項3の考案は、前記上開口部を前記上桝体の前側板に設け、前記暗渠排水口を前記下桝体の前側板に設けると共に、前記外部排水口を前記下桝体の後側板に設け、前記前側板と後側板との間で前記桝本体の内部を前後を仕切る仕切り板を配置し、前記仕切り板の両側縁を挿入する縦溝部を前記桝本体の左右側板の内面に設け、前記仕切り板の下部には前記暗渠排水口より小径な仕切り排水口を設けたことを特徴とする。   The invention of claim 3 is characterized in that the upper opening is provided in the front side plate of the upper casing, the underdrain outlet is provided in the front side plate of the lower casing, and the external drain outlet is provided in the rear side plate of the lower casing. A partition plate for separating the front and rear sides of the main body between the front side plate and the rear side plate, and longitudinal groove portions for inserting both side edges of the partition plate are provided on the inner surfaces of the left and right side plates of the main body. The partition plate is provided with a partition drain port having a diameter smaller than that of the culvert drain port at a lower portion of the partition plate.

請求項4の考案は、請求項1〜3のいずれか1項に記載の水田用暗渠排水桝を用いた水田用水位調整システムにおいて、前記暗渠排水口に前記暗渠排水管を接続し、前記桝本体内において前記暗渠排水管に縦方向の水位調整用管を着脱可能に接続し、前記外部排水口に前記外部排水管を接続したことを特徴とする。   The invention of claim 4 is a paddy field water level adjustment system using the paddy drainage culvert according to any one of claims 1 to 3, wherein the culvert drain pipe is connected to the culvert drainage outlet, In the body, a vertical water level adjusting pipe is detachably connected to the underdrain drain pipe, and the external drain pipe is connected to the external drain port.

請求項5の考案は、請求項3項に記載の水田用暗渠排水桝を用いた水田用水位調整システムにおいて、前記暗渠排水口に前記暗渠排水管を接続し、前記桝本体内において前記暗渠排水管に縦方向の水位調整用管を着脱可能に接続し、前記外部排水口に前記外部排水管を接続し、前記上桝体の前側板に前記上開口部を設け、前記上開口部と前記水位調整用管の上端開口が左右に位置をずらして配置されていることを特徴とする。   The invention of claim 5 is the paddy field water level adjustment system using the paddy drainage culvert according to claim 3, wherein the culvert drainage pipe is connected to the culvert drainage outlet, and the culvert drainage pipe in the paddle body. A vertical water level adjustment pipe is detachably connected, the external drain pipe is connected to the external drain port, the upper opening is provided in a front side plate of the upper casing, and the upper opening and the water level The upper end opening of the adjustment pipe is arranged so as to be shifted from side to side.

請求項6の考案は、前記下桝体の対向する前,後側板の内面間及び左,右側板の内面の間隔は、前記暗渠排水口の直径の3倍以上であり、前記仕切り板は前記前側板より後側板に近い位置に配置され、前記水位調整用管の上端は前記上桝体の上端より低いと共に前記上桝体の下端より高く、且つ前記水位調整用管の上端は前記上桝体の上端側に位置し、前記仕切り板の上端は前記水位調整用管の上端より低いと共に前記上桝体の下端より高く、且つ前記仕切り板の上端は前記上桝体の上端側に位置することを特徴とする。   The invention of claim 6 is that the space between the inner surfaces of the front and rear side plates and the inner surfaces of the left and right side plates of the lower casing is at least three times the diameter of the underdrain outlet, and the partition plate is The upper end of the water level adjusting pipe is lower than the upper end of the upper casing and higher than the lower end of the upper casing, and the upper end of the water level adjusting pipe is higher than the upper end of the upper casing. Located on the upper end side of the body, the upper end of the partition plate is lower than the upper end of the water level adjusting pipe and higher than the lower end of the upper casing, and the upper end of the partition plate is positioned on the upper end side of the upper casing It is characterized by that.

請求項7の考案は、前記暗渠排水管が前記透水性を有する素焼きの土管であり、この土管の一端は長さ方向の溝部を円周方向に複数有し、前記土管の他端に前記一端を挿入接続する受け口を設け、この受け口内に前記一端を挿入接続したことを特徴とする。   The invention of claim 7 is an unglazed clay pipe in which the underdrain drainage pipe has the water permeability, and one end of the clay pipe has a plurality of longitudinal grooves in the circumferential direction, and the other end of the clay pipe has the one end on the other end. A receiving port for inserting and connecting is provided, and the one end is inserted and connected in the receiving port.

請求項1の考案によれば、暗渠排水口に暗渠排水管を接続し、外部排水口に外部排水管を接続し、地中水を暗渠排水管により桝本体内に導き、外部排水管から外部に排水し、また、地表水を上開口部から桝本体内に導き、外部排水管から外部に排水し、この際、堰板により水田の地表水の水位を調整することができ、このように一つの排水桝を用いて地中水と地表水の排水を行うことができる。また、水田において下桝体と上桝体とを組み立てて桝本体を設置することができる。   According to the first aspect of the present invention, a culvert drain pipe is connected to the culvert drain outlet, an external drain pipe is connected to the external drain outlet, and underground water is guided into the main body of the culvert by the culvert drain pipe, and from the external drain pipe to the outside. In addition, the surface water is led into the main body from the top opening and drained to the outside through the external drain pipe. At this time, the surface water level of the paddy field can be adjusted by the dam plate. Groundwater and surface water can be drained using a drainage basin. Moreover, a lower main body and an upper main body can be assembled in a paddy field, and a main body can be installed.

請求項2の考案によれば、打ち抜き用薄肉部を打ち破って暗渠排水口を使用することができる。   According to the invention of claim 2, it is possible to use the underdrain outlet by breaking through the thin wall portion for punching.

請求項3の考案によれば、桝本体の前後を仕切り板により仕切ることにより、上開口部と暗渠排水口とから流入した水が、仕切り排水口を通って排出されるため、仕切り板の前側に水を貯めることができる。   According to the invention of claim 3, since the water flowing in from the upper opening and the culvert drainage port is discharged through the partition drainage port by dividing the front and rear of the main body by the partition plate, the front side of the partition plate You can store water.

請求項4の考案によれば、水位調整用管の高さにより水田の地下水位を調整することができ、また、水位調整用管を外せば、地下水位を下げることができ、さらに、堰板の高さを調整することにより、水田の地表水を直接排水してその水位を調整することができる。   According to the invention of claim 4, the groundwater level of the paddy field can be adjusted by the height of the water level adjusting pipe, and the groundwater level can be lowered by removing the water level adjusting pipe. By adjusting the height, the surface water of the paddy field can be drained directly and the water level can be adjusted.

請求項5の考案によれば、上開口部から水田の地表水を桝本体に導く際、上開口部からの水が水位調整用管の上部開口に入ることを抑制できるため、水位調整用管からの排水を安定して行うことができる。   According to the invention of claim 5, when the surface water of the paddy field is guided from the upper opening to the main body of the paddy water, it is possible to suppress the water from the upper opening from entering the upper opening of the water level adjusting pipe. The drainage from can be performed stably.

請求項6の考案によれば、側板の間隔が暗渠排水口の直径の3倍以上であるから、水田の水に対して保水量を確保することができる。また、仕切り板の上端は上桝体の上端より低いから、溜まった水が桝本体の上端からオーバーフローすることがなく、さらに、仕切り板の上を越えて水が排水されるから、水位調整用管における排水を確保することができる。   According to the sixth aspect of the present invention, since the distance between the side plates is three times or more the diameter of the underdrain outlet, it is possible to secure a water retention amount for the water in the paddy field. In addition, since the upper end of the partition plate is lower than the upper end of the upper casing, the accumulated water does not overflow from the upper end of the main body, and the water is drained over the partition plate. Drainage in the pipe can be secured.

請求項7の考案によれば、受け口と一端の溝部との間から地中水を土管内に導き、地中水を良好に排水することができる。   According to the seventh aspect of the present invention, underground water can be guided into the earth pipe from between the receiving port and the groove at one end, and the underground water can be drained well.

本考案の実施例1を示す斜視図である。It is a perspective view which shows Example 1 of this invention. 同上、暗渠排水口箇所を断面にした桝本体の断面図である。It is a cross-sectional view of the main body of the culvert with the section of the culvert drain outlet as above. 同上、外部排水口箇所を断面にした桝本体の断面図である。It is sectional drawing of the ridge body which made the external drain outlet location the cross section same as the above. 同上、桝本体の正面図である。It is a front view of a bag main body same as the above. 同上、桝本体の側面図である。It is a side view of a bag main body same as the above. 同上、桝本体の平面図である。It is a top view of a bag main body same as the above. 同上、設置状態を示す断面図である。It is sectional drawing which shows an installation state same as the above. 同上、一部を断面にした暗渠排水管の側面図である。It is a side view of the underdrain drainage pipe which made the cross section a part same as the above. 同上、暗渠排水管の要部の断面図である。It is sectional drawing of the principal part of a culvert drainage pipe same as the above. 同上、溝部及び縦溝部の断面図である。It is sectional drawing of a groove part and a vertical groove part same as the above.

本考案における好適な実施の形態について、添付図面を参照しながら詳細に説明する。なお、以下に説明する実施の形態は、実用新案登録請求の範囲に記載された本考案の内容を限定するものではない。また、以下に説明される構成の全てが、本考案の必須要件であるとは限らない。各実施例では、従来とは異なる新規な水田用暗渠排水桝と水田水位調整システムを採用することにより、従来にない水田用暗渠排水桝と水田水位調整システムが得られ、その水田用暗渠排水桝と水田水位調整システムについて記述する。   Preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. Note that the embodiments described below do not limit the contents of the present invention described in the claims of utility model registration. In addition, all the configurations described below are not necessarily essential requirements of the present invention. In each example, by adopting a new paddy culvert drainage paddy and paddy field water level adjustment system different from the conventional ones, an unprecedented paddy culvert drainage paddy and paddy field water level adjustment system can be obtained. And the paddy water level adjustment system.

以下、本考案の実施例を添付図面を参照して説明する。図1〜図10は本考案の実施例1を示し、同図に示すように、本実施例の水田水位調整システムに用いる水田用暗渠排水桝M(以下、排水桝という)の桝本体1は、平面略方形の下桝体2と、該下桝体2と平面形状が略等しい上桝体3とを重ねて形成され、それら下桝体2と上桝体3はプレキャストコンクリート製品である。前記下桝体2は、底板4と、前側板5F,後側板5B,左側板5Lと右側板5Rを備え、それら側板5F,5B,5L,5Wは内面を傾斜して上方に向かって薄くなるように形成されている。また、前記上桝体3は、前側板6F,後側板6B,左側板6Lと右側板6Rを備え、それら側板(そくばん)6F,6B,6L,6Wは内面を傾斜して上方に向かって薄くなるように形成され、下桝体2の上端と上桝体3の下端で厚さが同一になるように形成されている。尚、高さの異なる上桝体3を用意することにより、桝本体1における貯水量を調整することができる。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. 1 to 10 show a first embodiment of the present invention. As shown in the figure, the main body 1 of a paddy underdrain drainage M (hereinafter referred to as a drainage basin) used in the paddy field water level adjustment system of the present embodiment is as follows. The lower casing 2 having a substantially flat plane and the upper casing 3 having the same planar shape as the lower casing 2 are formed so as to overlap each other, and the lower casing 2 and the upper casing 3 are precast concrete products. The lower housing 2 includes a bottom plate 4, a front side plate 5F, a rear side plate 5B, a left side plate 5L, and a right side plate 5R, and the side plates 5F, 5B, 5L, 5W are inclined upward and become thinner upward. It is formed as follows. The upper casing 3 includes a front side plate 6F, a rear side plate 6B, a left side plate 6L, and a right side plate 6R. The side plates 6F, 6B, 6L, and 6W are inclined upward on the inner surface. The lower casing 2 is formed so that the thickness is the same at the upper end of the lower casing 2 and the lower end of the upper casing 3. In addition, the water storage amount in the main body 1 can be adjusted by preparing the upper main body 3 having different heights.

前記下桝体2の前側板5Fには、暗渠排水管11,11Aを接続する暗渠排水口12が設けられ、この暗渠排水口12には打ち抜き用の薄肉部13が設けられ、この薄肉部13の外面側周囲にはテーパー部13Aが設けられている。また、前記下桝体2の後側板5Bには、外部排水管14を接続する外部排水口15が開設され、この外部排水口15の外面側周囲にはテーパー部16Aが設けられている。さらに、前記暗渠排水口12は右側に配置され、これとは逆に前記外部排水口15は左側に配置されている。そして、下桝体2を工場で製造した後、前記薄肉部13を破って暗渠排水口12を形成する。尚、打ち抜き用の薄肉部13を設けずに、暗渠排水口12を初めから開設してもよい。   The front side plate 5F of the lower casing 2 is provided with a culvert drainage port 12 for connecting the culvert drainage pipes 11 and 11A, and the culvert drainage port 12 is provided with a thin wall portion 13 for punching. A taper portion 13A is provided around the outer surface side. In addition, an external drainage port 15 for connecting an external drainage pipe 14 is opened on the rear side plate 5B of the lower casing 2, and a tapered portion 16A is provided around the outer surface side of the external drainage port 15. Further, the culvert drain 12 is disposed on the right side, and conversely, the external drain 15 is disposed on the left side. And after manufacturing the lower housing 2 in a factory, the thin wall part 13 is broken and the underdrain outlet 12 is formed. The underdrain 12 may be opened from the beginning without providing the thin wall portion 13 for punching.

また、本実施例では、桝本体1の貯水量を確保するため、前記前,後側板5F,5Bの内面間の間隔と、前記左,右側板5L,5Rの内面間の間隔を前記暗渠排水口12の直径の3倍以上としている。   In this embodiment, in order to secure the water storage amount of the main body 1, the distance between the inner surfaces of the front and rear plates 5F and 5B and the distance between the inner surfaces of the left and right plates 5L and 5R are set as the underdrainage. The diameter of the mouth 12 is 3 times or more.

前記上桝体3の前側板6Fには、左側に上開口部21が形成されている。この上開口部21は上部が開口し、両側縁が上部から下に向かって幅狭になるように形成されており、それら両側縁には、堰板22の両側を嵌める溝部23,23が形成されている。そして、上桝体3の上部を地上に出した状態で、前記桝本体1が水田101に埋設され、前記上開口部21は水田101の地表水102に臨んで配置され、前記溝部23,23間には複数の堰板22,22・・・が嵌め込まれ、嵌め込んだ堰板22の高さにより、水田101の地表水102の水位を調整することができる。   An upper opening 21 is formed on the left side of the front plate 6F of the upper casing 3. The upper opening 21 is formed so that the upper part is opened and both side edges are narrowed from the upper part to the lower part, and groove parts 23 and 23 for fitting both sides of the barrier plate 22 are formed on both side edges. Has been. Then, with the upper part of the upper frame 3 protruding above the ground, the main body 1 is embedded in the paddy field 101, the upper opening 21 is disposed facing the surface water 102 of the paddy field 101, and the grooves 23, 23 A plurality of barrier plates 22, 22... Are inserted between them, and the water level of the surface water 102 of the paddy field 101 can be adjusted by the height of the inserted barrier plates 22.

前記暗渠排水口12には、合成樹脂製の暗渠排水管11Aを連結し、この暗渠排水管11Aは桝本体1の外部に受け口11Bを有し、前記暗渠排水管11Aに素焼きの土管からなる暗渠排水管11を接続する。この暗渠排水管11は、直管部31の一端に挿し口32を有すると共に、他端に受け口33を有し、前記直管部31の外周には、長さ方向の溝部34が円周方向等間隔に複数設けられている。そして、前記受け口11Bに挿し口32を挿入して暗渠排水管11Aに暗渠排水管11が接続され、この暗渠排水管11の受け口33に挿し口32を挿入して複数の暗渠排水管11,11が水田101の地中103に埋設される。   A synthetic resin culvert drain pipe 11A is connected to the culvert drain outlet 12, and this culvert drain pipe 11A has a receiving port 11B outside the culvert body 1, and the culvert drain pipe 11A is a culvert made of an unglazed earthen pipe. Connect the drain pipe 11. The underdrain pipe 11 has an insertion port 32 at one end of the straight pipe portion 31 and a receiving port 33 at the other end, and a longitudinal groove portion 34 is provided on the outer periphery of the straight pipe portion 31 in the circumferential direction. A plurality are provided at equal intervals. The insertion port 32 is inserted into the receiving port 11B, and the underdraining pipe 11 is connected to the underdrainage pipe 11A. The insertion port 32 is inserted into the receiving port 33 of the underdraining pipe 11, and a plurality of underdraining pipes 11, 11 are inserted. Is buried in the underground 103 of the paddy field 101.

また、前記暗渠排水管11Aの内端には、合成樹脂製の曲管41が接続され、この曲管41の上端に受け口42を形成し、この受け口42に合成樹脂製の水位調整用管43の下端を着脱可能に接続しており、その水位調整用管43の上端43Jの開口を桝本体1の上端より下方で前記上開口部21の高さ範囲に設けており、前記上端43Jの高さにより水田101の地表水102の水位(地下水位)を設定することができる。この場合、長さの異なる水位調整用管43を用いて地下水位を設定する。また、水位調整用管43を外せば、曲管41の上端が地下水位となる。   Further, a synthetic resin curved pipe 41 is connected to the inner end of the culvert drain pipe 11A, a receiving port 42 is formed at the upper end of the curved pipe 41, and a synthetic resin water level adjusting pipe 43 is formed in the receiving port 42. The opening of the upper end 43J of the water level adjusting pipe 43 is provided in the height range of the upper opening 21 below the upper end of the main body 1, and the height of the upper end 43J is Thus, the water level (ground water level) of the surface water 102 of the paddy field 101 can be set. In this case, the groundwater level is set using the water level adjusting pipes 43 having different lengths. If the water level adjusting pipe 43 is removed, the upper end of the curved pipe 41 becomes the groundwater level.

図4に示すように、前記前側板6Fの左側に前記上開口部21を設け、記暗渠排水口12を前側板5Fの右側に配置することにより、上開口部21から桝本体1に流れ込んだ水が、水位調整用管43の上端43Jの開口に向かう量が少なくなるという効果が得られる
前記外部渠排水口15には、合成樹脂製の前記外部排水管14を連結し、この外部排水管14は水田101の外部に位置する排水路46に接続されている。尚、図中47は畦畔であり、図7においては、上開口部21が地表水102に臨む位置で畦畔47に桝本体1を埋設し、桝本体1の上端は畦畔47の上面より低い凹部に位置する。
As shown in FIG. 4, the upper opening 21 is provided on the left side of the front plate 6F, and the dark culvert drainage port 12 is disposed on the right side of the front plate 5F, thereby flowing into the main body 1 from the upper opening 21. An effect is obtained that the amount of water directed toward the opening of the upper end 43J of the water level adjusting pipe 43 is reduced. The external drain pipe 15 is connected to the external drain pipe 14 made of synthetic resin, and this external drain pipe 14 is connected to a drainage channel 46 located outside the paddy field 101. In FIG. 7, reference numeral 47 is a shore. In FIG. 7, the heel body 1 is embedded in the shore 47 at a position where the upper opening 21 faces the surface water 102, and the upper end of the heel body 1 is the upper surface of the shore 47. Located in the lower recess.

前記桝本体1の左,右側板5L,6L,5R,6Rの内面には、上下に連続して縦溝部51,51を設け、これら縦溝部51,51の両側縁を挿入して仕切り板52が配置され、この仕切り板52は、図6などに示すように、前記前側板5F,6Fと後側板5B,6Bの間で前記桝本体1の内部を前後に仕切り、仕切られた前側に前記水位調整用管43が位置する。また、前記仕切り板52の下部には、仕切り排水口53が設けられ、この仕切り排水口53は前記水位調整用管43の内径より小さく形成されている。また、装着状態で、前記水位調整用管43の上端43Jは前記上桝体3の上端より低く、前記仕切り板52の上端52Jは前記水位調整用管43の上端43Jより低い位置にある。そして、仕切り板52の上端52Jは前記水位調整用管43の上端43Jの高さの差を100〜150ミリメートルとすることが好ましい。   On the inner surfaces of the left and right plates 5L, 6L, 5R, 6R of the main body 1, vertical groove portions 51, 51 are provided continuously in the vertical direction, and both side edges of these vertical groove portions 51, 51 are inserted to form a partition plate 52. As shown in FIG. 6 and the like, the partition plate 52 partitions the interior of the bag main body 1 back and forth between the front side plates 5F and 6F and the rear side plates 5B and 6B, and the partition plate 52 A water level adjusting pipe 43 is located. In addition, a partition drain port 53 is provided at the lower part of the partition plate 52, and the partition drain port 53 is formed smaller than the inner diameter of the water level adjusting pipe 43. In the mounted state, the upper end 43J of the water level adjusting pipe 43 is lower than the upper end of the upper casing 3, and the upper end 52J of the partition plate 52 is lower than the upper end 43J of the water level adjusting pipe 43. The upper end 52J of the partition plate 52 preferably has a height difference of 100 to 150 millimeters between the upper end 43J of the water level adjusting pipe 43.

尚、図10に示すように、溝部23及び縦溝部51の形状は外部側に拡大する等脚台形であり、堰板22及び仕切り板52の縁を位置決めし易くなっている。   In addition, as shown in FIG. 10, the shape of the groove part 23 and the vertical groove part 51 is an isosceles trapezoid expanding to the outside, and it is easy to position the edges of the barrier plate 22 and the partition plate 52.

このように本実施例では、請求項1に対応して、水田101の地中103に埋設した暗渠排水管11,11Aと水田101の水を外部に排水する外部排水管14がそれぞれ接続されるコンクリート製の水田用暗渠排水桝であって、平面略方形で有底な下桝体2と、この下桝体2の上部に設けられ下桝体2と平面が略同形な上桝体3と、を有する桝本体1と、下桝体2の側板5Fに設けられ暗渠排水管11Aを接続する暗渠排水口12と、下桝体2の他の側板5Bに設けられ外部排水管14を接続する外部排水口15と、上桝体3の側板6Fに設けられ上部が開口し、且つ水田101の地表水102に臨んで設けられる上開口部21と、この上開口部21に設けられた水位調節用の堰板22と、を備えるから、暗渠排水口12に暗渠排水管11A,11を接続し、外部排水口15に外部排水管14を接続し、地中水を暗渠排水管11により桝本体1内に導き、外部排水管14から外部に排水し、また、地表水102を上開口部21から桝本体1内に導き、外部排水管14から外部に排水し、この際、堰板22により水田101の地表水102の水位を調整することができ、このように一つの排水桝1を用いて地中水と地表水102の排水を行うことができる。また、水田101において下桝体2と上桝体3とを組み立てて桝本体1を設置することができる。   Thus, in this embodiment, corresponding to claim 1, the underdrain pipes 11 and 11A embedded in the underground 103 of the paddy field 101 and the external drain pipe 14 for draining the water of the paddy field 101 to the outside are respectively connected. A concrete paddy drainage basin made of concrete, having a substantially rectangular flat bottomed bottom housing 2 and an upper housing 3 provided on the upper portion of the lower housing 2 and having substantially the same plane as the lower housing 2 , A culvert drainage port 12 provided on the side plate 5F of the lower casing 2 and connected to the culvert drainage pipe 11A, and an external drainage pipe 14 provided on the other side plate 5B of the lower casing 2 An external drain port 15, an upper opening 21 provided on the side plate 6 </ b> F of the upper frame 3 and having an upper opening and facing the surface water 102 of the paddy field 101, and a water level adjustment provided in the upper opening 21 Since the culvert plate 22 is provided, the culvert drain pipes 11A and 11 are connected to the culvert drain port 12, the external drain pipe 14 is connected to the external drain port 15, Water is guided into the main body 1 by the underdrain pipe 11 and drained from the external drain pipe 14 to the outside, and the surface water 102 is guided from the upper opening 21 into the main body 1 and drained from the external drain pipe 14 to the outside. At this time, the surface level of the surface water 102 of the paddy field 101 can be adjusted by the dam plate 22, and the ground water and the surface water 102 can be drained by using one drainage basin 1 in this way. Further, the paddle body 1 can be installed by assembling the lower casing 2 and the upper casing 3 in the paddy field 101.

このように本実施例では、請求項2に対応して、暗渠排水口12に打ち抜き用薄肉部13を設けたから、打ち抜き用薄肉部13を打ち破って暗渠排水口12を使用することができる。   Thus, in this embodiment, the thin wall portion 13 for punching is provided in the underdrain outlet 12 corresponding to claim 2, and therefore the underdrain portion 12 can be used by breaking through the thin portion 13 for punching.

このように本実施例では、請求項3に対応して、上開口部21を上桝体3の前側板6Fに設け、暗渠排水口12を下桝体2の前側板5Fに設けると共に、外部排水口15を下桝体2の後側板5Bに設け、前側板と後側板との間で桝本体1の内部を前後を仕切る仕切り板52を配置し、仕切り板52の両側縁を挿入する縦溝部51,51を桝本体1の左右側板の内面に設け、仕切り板52の下部には暗渠排水口12より小径な仕切り排水口53のみを設けたから、桝本体1の前後を仕切り板52により仕切ることにより、上開口部21と暗渠排水口12とから流入した水が、小径な仕切り排水口53を通って排出されるため、仕切り板52の前側に水を貯めることができる。   Thus, in this embodiment, corresponding to claim 3, the upper opening 21 is provided in the front plate 6F of the upper casing 3, the underdrain outlet 12 is provided in the front plate 5F of the lower casing 2, and the external A drainage port 15 is provided in the rear plate 5B of the lower casing 2 and a partition plate 52 is provided between the front plate and the rear plate to divide the interior of the rod body 1 from front to back, and both side edges of the partition plate 52 are inserted. Since the groove portions 51 and 51 are provided on the inner surfaces of the left and right side plates of the main body 1 and only the partition drain port 53 having a smaller diameter than the underdrain port 12 is provided at the lower part of the partition plate 52, the front and rear of the main body 1 are partitioned by the partition plate 52. Thus, the water flowing in from the upper opening 21 and the culvert drainage port 12 is discharged through the small-diameter partition drainage port 53, so that the water can be stored on the front side of the partition plate 52.

このように本実施例では、請求項4に対応して、請求項1〜3のいずれか1項に記載の水田用暗渠排水桝Mを用いた水田用水位調整装置において、暗渠排水口12に暗渠排水管11Aを接続し、桝本体1内において暗渠排水管11Aに縦方向の水位調整用管43を着脱可能に接続し、外部排水口15に外部排水管14を接続したから、水位調整用管43の高さにより水田101の地下水位を調整することができ、また、水位調整用管43を外せば、地中103の水位を下げることができ、さらに、堰板22の高さを調整することにより、水田101の地表水102を直接排水してその水位を調整することができる。   As described above, in this embodiment, corresponding to claim 4, in the paddy field water level adjusting apparatus using the paddy drainage basin M according to any one of claims 1 to 3, Since the culvert drain pipe 11A is connected, the vertical water level adjustment pipe 43 is detachably connected to the culvert drain pipe 11A in the culvert body 1, and the external drain pipe 14 is connected to the external drain port 15. The groundwater level of the paddy field 101 can be adjusted by the height of the pipe 43, and if the water level adjustment pipe 43 is removed, the water level of the underground 103 can be lowered, and the height of the dam plate 22 is adjusted. By doing so, it is possible to directly drain the surface water 102 of the paddy field 101 and adjust the water level.

このように本実施例では、請求項5に対応して、請求項3項に記載の水田用暗渠排水桝を用いた水田用水位調整システムにおいて、暗渠排水口12に暗渠排水管11Aを接続し、桝本体1内において暗渠排水管11Aに縦方向の水位調整用管43を着脱可能に接続し、外部排水口15に外部排水管14を接続し、上桝体3の前側板6Fに上開口部21を設け、上開口部21と水位調整用管43の上端43Jの開口が左右に位置をずらして配置されているから、上開口部21から水田101の地表水102を桝本体1に導く際、上開口部21からの水が水位調整用管43の上端開口に入ることを抑制できるため、水位調整用管43からの排水を安定して行うことがきる。   Thus, in this embodiment, corresponding to claim 5, in the paddy field water level adjustment system using the paddy drainage culvert according to claim 3, the culvert drainage pipe 11 </ b> A is connected to the culvert drainage outlet 12. In the main body 1, the vertical water level adjusting pipe 43 is detachably connected to the underdrain pipe 11 </ b> A, the external drain pipe 14 is connected to the external drain port 15, and the upper side plate 6 </ b> F is opened to the front side plate 6 </ b> F. Since the upper opening 21 and the opening of the upper end 43J of the water level adjusting pipe 43 are arranged so as to be shifted left and right, the surface water 102 of the paddy field 101 is guided from the upper opening 21 to the main body 1 of the paddy field. At this time, since water from the upper opening 21 can be prevented from entering the upper end opening of the water level adjusting pipe 43, drainage from the water level adjusting pipe 43 can be performed stably.

このように本実施例では、請求項6に対応して、下桝体2の対向する前,後側板5F,5Bの内面間及び左,右側板5L,5Rの内面の間隔は、暗渠排水口12の直径の3倍以上であり、水位調整用管43の上端43Jは上桝体3の上端より低いと共に前記上桝体3の下端より高く、且つ水位調整用管43の上端43Jは上桝体3の下端より上桝体3の上端側に位置し、仕切り板52の上端52Jは水位調整用管43の上端43Jより低いと共に上桝体3の下端より高く、且つ仕切り板43の上端43Jは上桝体3の下端より上桝体3の上端側に位置するから、側板の間隔が暗渠排水口12の直径の3倍以上であるから、水田101の水に対して保水量を確保することができる。また、仕切り板52の上端52Jは上桝体3の上端より低いから、溜まった水が桝本体1の上端からオーバーフローすることがなく、さらに、仕切り板52の上を越えて水が排水されるから、水位調整用管43における排水を確保することができる。   Thus, in this embodiment, corresponding to claim 6, the space between the front surfaces of the lower casing 2 facing each other and the inner surfaces of the rear side plates 5F and 5B and the inner surfaces of the left and right side plates 5L and 5R The upper end 43J of the water level adjusting pipe 43 is lower than the upper end of the upper casing 3 and higher than the lower end of the upper casing 3, and the upper end 43J of the water level adjusting pipe 43 is higher than the upper end 43J. The upper end 52J of the partition plate 52 is located lower than the upper end 43J of the water level adjusting pipe 43 and higher than the lower end of the upper housing 3 and is located at the upper end 43J of the partition plate 43. Is located on the upper end side of the upper casing 3 from the lower end of the upper casing 3, and therefore the distance between the side plates is more than three times the diameter of the underdrain drainage port 12, so that the water retention amount is secured for the water in the paddy field 101. be able to. Further, since the upper end 52J of the partition plate 52 is lower than the upper end of the upper casing 3, the accumulated water does not overflow from the upper end of the casing body 1, and the water is drained over the partition plate 52. Therefore, drainage in the water level adjusting pipe 43 can be secured.

このように本実施例では、請求項7に対応して、暗渠排水管11が透水性を有する素焼きの土管であり、この土管の一端は長さ方向の溝部34を円周方向に複数有し、土管の他端に一端を挿入接続する受け口33を設け、この受け口内に一端である挿し口32を挿入接続したから、受け口33と一端の溝部34との間から地中水を土管内に導き、地中水を良好に排水することができる。   Thus, in this embodiment, corresponding to claim 7, the underdrain pipe 11 is an unglazed earth pipe having water permeability, and one end of the earth pipe has a plurality of longitudinal grooves 34 in the circumferential direction. Since the receiving port 33 to which one end is inserted and connected is provided at the other end of the clay pipe, and the insertion port 32 which is one end is inserted and connected into the receiving port, underground water is introduced into the clay pipe from between the receiving port 33 and the groove 34 at one end. It can guide and drain the underground water well.

尚、本考案は、本実施例に限定されるものではなく、本考案の要旨の範囲内で種々の変形実施が可能である。   In addition, this invention is not limited to a present Example, A various deformation | transformation implementation is possible within the range of the summary of this invention.

M 水田用暗渠排水桝
1 桝本体
2 下桝体
3 上桝体
5 側板
6 側板
11 暗渠排水管
11A 暗渠排水管
12 暗渠排水口
13 薄肉部
14 外部排水管
15 外部排水口
16 薄肉部
21 上開口部
22 堰板
32 挿し口
33 受け口
34 溝部
43 水位調整用管
43J 上端
46 排水路
47 畦畔
51 縦溝部
52 仕切り板
52J 上端
53 仕切り排水口
101 水田
102 地表水
103 地中
M Paddy drainage for paddy field 1 Body 2 Lower body 3 Upper body 5 Side plate 6 Side plate
11 Underdrain pipe
11A Underground drainage pipe
12 Underdrain outlet
13 Thin section
14 External drain pipe
15 External drain
16 Thin section
21 Upper opening
22 Barrage
32 slot
33 socket
34 Groove
43 Water level adjustment pipe
43J Top edge
46 Drainage channel
47
51 Vertical groove
52 Partition
52J Top edge
53 Drain outlet
101 paddy
102 Surface water
103 underground

Claims (7)

水田の地中に埋設した暗渠排水管と水田の水を外部に排水する外部排水管がそれぞれ接続されるコンクリート製の水田用暗渠排水桝であって、
平面略方形で有底な下桝体と、この下桝体の上部に設けられ前記下桝体と平面が略同形な上桝体と、を有する桝本体と、
前記下桝体の側板に設けられ前記暗渠排水管を接続する暗渠排水口と、
前記下桝体の他の側板に設けられ前記外部排水管を接続する外部排水口と、
前記上桝体の側板に設けられ上部が開口し、且つ前記水田の地表水に臨んで設けられる上開口部と、
この上開口部に設けられた水位調節用の堰板と、
を備えることを特徴とする水田用暗渠排水桝。
A concrete culvert drainage pit that is connected to an underground drainage pipe buried in the paddy field and an external drainage pipe that drains the paddy water to the outside.
A bottom body having a bottom having a substantially rectangular plane and a bottom body, and an upper body provided on an upper part of the lower body and having an upper body having substantially the same shape as the lower body,
A culvert drainage port provided on a side plate of the lower casing and connecting the culvert drainpipe,
An external drain port provided on the other side plate of the lower casing and connecting the external drain pipe;
An upper opening provided on a side plate of the upper frame and having an upper opening and facing the surface water of the paddy field; and
A weir plate for adjusting the water level provided in the upper opening,
A culvert drainage paddy for paddy fields characterized by comprising:
前記暗渠排水口に打ち抜き用薄肉部を設けたことを特徴とする請求項1記載の水田用暗渠排水桝。 The culvert drainage paddy for paddy fields according to claim 1, wherein a thin wall portion for punching is provided at the culvert drainage port. 前記上開口部を前記上桝体の前側板に設け、前記暗渠排水口を前記下桝体の前側板に設けると共に、前記外部排水口を前記下桝体の後側板に設け、前記前側板と後側板との間で前記桝本体の内部を前後を仕切る仕切り板を配置し、前記仕切り板の両側縁を挿入する縦溝部を前記桝本体の左右側板の内面に設け、前記仕切り板の下部には前記暗渠排水口より小径な仕切り排水口を設けたことを特徴とする請求項1又は2記載の水田用暗渠排水桝。 The upper opening is provided in a front plate of the upper casing, the underdrain outlet is provided in a front plate of the lower casing, the external drain outlet is provided in a rear plate of the lower casing, and the front plate A partition plate that divides the interior of the cocoon body between the rear side plate and the rear side plate is disposed, and vertical groove portions for inserting both side edges of the partition plate are provided on the inner surfaces of the left and right side plates of the cocoon body, and at the lower part of the partition plate 3. The culvert drainage paddy for paddy fields according to claim 1 or 2, further comprising a partition drainage port having a smaller diameter than the culvert drainage port. 請求項1〜3のいずれか1項に記載の水田用暗渠排水桝を用いた水田用水位調整システムにおいて、前記暗渠排水口に前記暗渠排水管を接続し、前記桝本体内において前記暗渠排水管に縦方向の水位調整用管を着脱可能に接続し、前記外部排水口に前記外部排水管を接続したことを特徴とする水田用水位調整システム。 The paddy field water level adjusting system using the paddy drainage culvert according to any one of claims 1 to 3, wherein the culvert drainage pipe is connected to the culvert drainage port, and the culvert drainage pipe is connected to the culvert drainage pipe. A water level adjusting system for paddy fields, wherein a vertical water level adjusting pipe is detachably connected, and the external drain pipe is connected to the external drain port. 請求項3項に記載の水田用暗渠排水桝を用いた水田用水位調整システムにおいて、前記暗渠排水口に前記暗渠排水管を接続し、前記桝本体内において前記暗渠排水管に縦方向の水位調整用管を着脱可能に接続し、前記外部排水口に前記外部排水管を接続し、前記上桝体の前側板に前記上開口部を設け、前記上開口部と前記水位調整用管の上端開口が左右に位置をずらして配置されていることを特徴とする水田用水位調整システム。 The paddy field water level adjustment system using the paddy drainage culvert according to claim 3, wherein the culvert drainage pipe is connected to the culvert drainage port, and the water level adjustment in the vertical direction to the culvert drainage pipe in the paddy body. A pipe is detachably connected, the external drain pipe is connected to the external drain port, the upper opening is provided in the front side plate of the upper casing, and the upper opening and the upper end opening of the water level adjusting pipe are provided. A water level adjustment system for paddy fields characterized by being shifted in the right and left positions. 前記下桝体の対向する前,後側板の内面間及び左,右側板の内面の間隔は、前記暗渠排水口の直径の3倍以上であり、前記仕切り板は前記前側板より後側板に近い位置に配置され、前記水位調整用管の上端は前記上桝体の上端より低いと共に前記上桝体の下端より高く、且つ前記水位調整用管の上端は前記上桝体の上端側に位置し、前記仕切り板の上端は前記水位調整用管の上端より低いと共に前記上桝体の下端より高く、且つ前記仕切り板の上端は前記上桝体の上端側に位置することを特徴とする請求項5記載の水田用水位調整システム。 The distance between the inner surfaces of the front and rear plates and the inner surfaces of the left and right plates is less than three times the diameter of the culvert drainage port, and the partition plate is closer to the rear plate than the front plate. The upper end of the water level adjusting pipe is lower than the upper end of the upper casing and higher than the lower end of the upper casing, and the upper end of the water level adjusting pipe is positioned on the upper end side of the upper casing. The upper end of the partition plate is lower than the upper end of the water level adjusting pipe and higher than the lower end of the upper casing, and the upper end of the partition plate is located on the upper end side of the upper casing. 5. The water level adjustment system for paddy fields according to 5. 前記暗渠排水管が前記透水性を有する素焼きの土管であり、この土管の一端は長さ方向の溝部を円周方向に複数有し、前記土管の他端に前記一端を挿入接続する受け口を設け、この受け口内に前記一端を挿入接続したことを特徴とする請求項6記載の水田用水位調整システム。 The underdrain drainage pipe is an unglazed clay pipe having the water permeability, and one end of the clay pipe has a plurality of grooves in the circumferential direction in the circumferential direction, and a receiving port for inserting and connecting the one end to the other end of the clay pipe is provided. The water level adjusting system for paddy fields according to claim 6, wherein the one end is inserted and connected into the receiving port.
JP2011002030U 2011-04-12 2011-04-12 Paddy drainage culvert and paddy water level adjustment system Expired - Lifetime JP3168683U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015023879A (en) * 2014-11-07 2015-02-05 西日本圃場改良株式会社 Underground irrigation system
JP2018110543A (en) * 2017-01-10 2018-07-19 東北スイコー株式会社 Dual use rice field and agricultural field water level regulating device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015023879A (en) * 2014-11-07 2015-02-05 西日本圃場改良株式会社 Underground irrigation system
JP2018110543A (en) * 2017-01-10 2018-07-19 東北スイコー株式会社 Dual use rice field and agricultural field water level regulating device

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