JP2006271319A - Lock gate with groundwater level regulation function for field - Google Patents

Lock gate with groundwater level regulation function for field Download PDF

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JP2006271319A
JP2006271319A JP2005098868A JP2005098868A JP2006271319A JP 2006271319 A JP2006271319 A JP 2006271319A JP 2005098868 A JP2005098868 A JP 2005098868A JP 2005098868 A JP2005098868 A JP 2005098868A JP 2006271319 A JP2006271319 A JP 2006271319A
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pipe
water
drainage
water level
riser
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JP4579031B2 (en
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Masaaki Miyajima
正明 宮嶋
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a lock gate with a groundwater level regulatory function for a field, with which the used amount of piping is reduced, an installation space is saved and an installation operation is simplified. <P>SOLUTION: The lock gate with a groundwater level regulatory function for a field has a rising pipe part 5 stood on a branch pipe 4 equipped with a drainage part 4A communicating with a culvert pipe 3, is furnished with a water stop valve 6 for preventing drainage to a drainage part 4A, a first operation part 7 for opening and closing operation of the water stop valve 6, an inlet pipe conduit 8 during a water stop, with which a flowing water from the culvert pipe 3 during a water stop by the water stop valve 6 is introduced into the rising pipe part 5, a drainage pipe conduit 9 for draining the flowing water introduced into the rising pipe part 5 during a water stop to a drainage channel 2 and with a water level regulation pipe 10 for regulating extension and contraction in the vertical direction in the rising pipe part 5. A second operation part 11 for inserting and arranging the first operation part 7 of the water stop valve 6 in the water level regulation pipe 10 and operating extension and contraction of the water level regulation pipe 10 is installed, the second operation part 11 is operational by the upper opening part 5A of the rising pipe part 5 and an overflow from the top of the water level regulation pipe 10 regulated in extension and contraction by the second operation part 11 is drained from the drainage pipe conduit 9 to the drainage channel 2. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、圃場用地下水位調節機能付水閘に関するものである。   The present invention relates to a water tank with a groundwater level adjusting function for agricultural fields.

田圃の地中には、田圃に供給された灌漑用水や地下に浸透した地下水を畦に沿って設けられた排水溝等の排水路に排水する暗渠管が敷設してある。   Underground in the field is a culvert pipe that drains irrigation water supplied to the field and groundwater that has penetrated underground into a drainage channel such as a drainage channel provided along the fence.

また、この暗渠管の下流端部には水閘が設けられると共に、例えば、この水閘の操作部が縦筒を介して畦などの地表に露出状態に設けられて、この操作部を操作することにより排水を開閉できるように構成されている。   In addition, a water tank is provided at the downstream end portion of the culvert tube. For example, the operation part of the water tank is provided in an exposed state on the ground surface such as a bag through a vertical cylinder, and the operation part is operated. The drainage can be opened and closed.

また、従来、この水閘を備えた暗渠管を利用して田圃の水位を調節する装置が提案されている(特許文献1参照。)。   Conventionally, an apparatus for adjusting the water level of the rice field using a culvert tube provided with this water tank has been proposed (see Patent Document 1).

この特許文献1を簡単に説明すると、水閘(縦管)が設けられた前記暗渠管の下流側途中部に取水管を分岐突設し、この取水管の突出先端部に逆T字形の継手筒を継合連結すると共に、この継手筒の縦筒を地表に露出させ、この継手筒内で前記取水管の突出先端部に、継手筒よりも径小で前記縦筒の内部を上昇する上向き管を連結し、上向き管の上端に上下方向に伸縮可能な水位調節管を設け、この水位調節管を上下方向に伸縮調節可能な操作部を前記縦筒の上端部に設けている。   Briefly explaining this Patent Document 1, a water intake pipe is branched and provided in the middle of the downstream side of the culvert pipe provided with a water tank (vertical pipe), and an inverted T-shaped joint tube is provided at the protruding tip of the water intake pipe. Are connected to each other, and the vertical tube of the joint tube is exposed to the ground surface, and the upward tube that rises inside the vertical tube with a smaller diameter than the joint tube at the protruding tip of the intake tube in the joint tube Are connected to each other, and a water level adjustment pipe that can be expanded and contracted in the vertical direction is provided at the upper end of the upward pipe, and an operation portion that can be expanded and contracted in the vertical direction is provided at the upper end of the vertical cylinder.

そして、前記水閘を閉塞(止水)すると、暗渠管から分岐する前記取水管に水が流れ込んで前記上向き管へと導水し、この際水位調節管の上端の位置を田圃の水位設定レベルに調節することで田圃への灌漑用水量を調節できる構成である。   Then, when the water tank is closed (water stopped), water flows into the intake pipe branched from the culvert pipe and conducts water to the upward pipe. At this time, the position of the upper end of the water level adjustment pipe is adjusted to the water level setting level of the rice field. By doing so, the amount of water for irrigation to the rice field can be adjusted.

特開2003−111526号公報JP2003-111526A

このような従来の特許文献1の場合、水閘を設けた暗渠管から水位調節用の縦管を設置するための取水管を分岐し、この分岐管路からも排水路への排水管を接続しているため、排水路に通じる前記暗渠管と、分岐する取水管からの排水管とが並列に存在している。   In the case of such a conventional patent document 1, a water intake pipe for installing a vertical pipe for adjusting the water level is branched from a culvert pipe provided with a water tank, and a drain pipe from this branch pipe to the drain is also connected. Therefore, the culvert pipe that leads to the drainage channel and the drainage pipe from the branched intake pipe exist in parallel.

そのため、装置の設置に要する配管の使用量が多く、コスト高となり、また、取水管とこれに連通させる排水管との配管設置場所を暗渠管設置場所とは別に確保しなければならないため、配管設置時の地面の掘り下げ・埋め戻し作業の範囲が広く、手間を要する作業となってしまっていた。   Therefore, the amount of piping required to install the equipment is large and the cost is high, and the piping installation location of the intake pipe and the drain pipe communicating with this must be secured separately from the installation location of the underdrain pipe. The range of ground digging and backfilling work at the time of installation was wide, and it was a laborious work.

本発明は、このような従来の圃場用水位調節装置の問題点に注目し、これを解決しようとするもので、少なくとも水閘設置用の縦管と水位調節管設置用の縦管とを暗渠管に連通する同一の管に設けて、各縦管における導水経路を一本化することで配管の使用量を削減させ、尚且つ少なくともこの導水経路は従来の暗渠管略一本分の設置スペース内に収めることが可能となって設置作業が簡易化する画期的な圃場用地下水位調節機能付水閘を提供するものである。   The present invention pays attention to the problems of such a conventional water level control device for a farm, and intends to solve this problem. At least a vertical pipe for installing a water tank and a vertical pipe for installing a water level control pipe are used as a culvert pipe. It is installed in the same pipe that communicates with each other to reduce the amount of piping used by unifying the water conveyance path in each vertical pipe, and at least this water conveyance path is within the installation space of approximately one conventional underdrain pipe. It is possible to provide an epoch-making water tank with a groundwater level adjustment function for an agricultural field that can be installed in the ground and simplifies the installation work.

また、前記特許文献1の場合、水位調節にあたって、水閘の開閉操作と水位調節管の調節操作とを行うが、この水閘の操作部と水位調節管の操作部とが別々の縦筒を介して地表近くへ設けられているため、作業者はこの異なる位置に存在する各操作部を操作しなければならず、この各操作部の位置が近ければまだ身体の向きを変える程度で良いが、各操作部の位置が離れていると、一々移動して操作を行わなければならないなど、煩わしい作業となってしまっていた。   Further, in the case of the above-mentioned Patent Document 1, the water level adjustment is performed by opening and closing the water tank and adjusting the water level adjustment pipe. The operation part of the water tank and the operation part of the water level adjustment pipe are connected via separate vertical cylinders. Since it is provided near the ground surface, the operator has to operate each operation unit located in this different position, and if the position of each operation unit is close, it is sufficient to change the direction of the body, When the position of the operation unit is far away, it has been troublesome work such as having to move one by one and perform the operation.

本発明は、このような問題点をも解決しようとするもので、水閘(止水栓)の操作部と、水位調節管の操作部とを一箇所の立上管部から地表付近へと配設して、作業者がこの止水栓の開閉操作と水位調節管の調節操作とを、身体の向きを変えたり移動したりすることなく同じ箇所で一連の動作のうちに行うことができる極めて作業性に秀れた簡易構造の画期的な圃場用地下水位調節機能付水閘を提供するものである。   The present invention is intended to solve such a problem, and the operation part of the water tank (stop valve) and the operation part of the water level control pipe are arranged from one rising pipe part to the vicinity of the ground surface. The operator can perform the opening and closing operation of the stop cock and the adjustment operation of the water level adjustment pipe in a series of operations at the same place without changing the direction of the body or moving it. It is intended to provide a revolutionary water tank with a groundwater level adjustment function for an agricultural field with a simple structure and excellent workability.

添付図面を参照して本発明の要旨を説明する。   The gist of the present invention will be described with reference to the accompanying drawings.

圃場1の地下に埋設され、圃場1の土中水を排水路2に排水する暗渠管3に対して設ける圃場用地下水位調節機能付水閘であって、前記暗渠管3に連通する排水管24に、近接並設状態にして第一立上管部25と第二立上管部26とを立設すると共に、この第一立上管部25と第二立上管部26の上部開口部25A・26Aを夫々地表に露出せしめ、この第一立上管部25内に前記排水管24を閉塞して排水を阻止する止水栓6を開閉自在に設け、この止水栓6に、この止水栓6を開閉操作し得る第一操作部7を設けると共に、この第一操作部7は前記第一立上管部25の上部開口部25Aで開閉操作し得るように設け、この止水栓6により止水した際、前記暗渠管3からの流水は前記第二立上管部26内に導入するように構成し、この第二立上管部26に導入する流水を前記排水管24内の前記止水栓6よりも排水方向下流側へと排水する排水管路9を設け、この第二立上管部26内に、この第二立上管部26内で上下方向に伸縮調節可能な水位調節管10を設け、この水位調節管10に、この水位調節管10を伸縮操作して水位調節管10の上端部の位置を調節し得る第二操作部11を設けると共に、この第二操作部11は前記第二立上管部26の上部開口部26Aで操作し得るように設け、この第二操作部11により伸縮調節した前記水位調節管10の上端部からの溢水が前記排水管路9から前記排水管24内の前記止水栓6よりも排水方向下流側を介して前記排水路2へと排水することで、圃場1の土中水の地下水位を調節設定し得るように構成したことを特徴とする圃場用地下水位調節機能付水閘に係るものである。   A water tank with a groundwater level adjusting function for a field, which is embedded in the underground of the field 1 and provided to a culvert pipe 3 for draining the soil water of the field 1 to the drainage channel 2, and a drain pipe 24 communicating with the culvert pipe 3. In addition, the first riser pipe part 25 and the second riser pipe part 26 are erected in close proximity to each other, and the upper openings of the first riser pipe part 25 and the second riser pipe part 26 25A and 26A are respectively exposed on the ground surface, and a stop cock 6 is provided in the first riser pipe portion 25 so that the drain pipe 24 is closed to prevent drainage. The stop cock 6 can be opened and closed. A first operation portion 7 that can open and close the stop cock 6 is provided, and the first operation portion 7 is provided so that it can be opened and closed at the upper opening 25A of the first riser pipe portion 25. When water is stopped by the stopper 6, the flowing water from the culvert pipe 3 is introduced into the second rising pipe portion 26, and the flowing water introduced into the second rising pipe portion 26 is drained. A drain pipe 9 is provided for draining downstream of the stop cock 6 in the pipe 24 in the drain direction. The drain pipe 9 is disposed in the second rise pipe section 26 and vertically in the second rise pipe section 26. A water level adjustment pipe 10 that can be expanded and contracted is provided, and a second operation part 11 that can adjust the position of the upper end of the water level adjustment pipe 10 by expanding and contracting the water level adjustment pipe 10 is provided in the water level adjustment pipe 10, and The second operation part 11 is provided so as to be operated at the upper opening 26A of the second riser pipe part 26, and the overflow from the upper end part of the water level adjustment pipe 10 which is expanded and contracted by the second operation part 11 occurs. By draining from the drainage pipe 9 to the drainage path 2 through the drainage direction downstream side of the stop cock 6 in the drainage pipe 24, the groundwater level of soil water in the field 1 is adjusted and set. The present invention relates to a water tank with a groundwater level adjustment function for a farm characterized by being configured to obtain.

また、前記排水管24の排水方向に沿って近接並設状態に前記第一立上管部25と前記第二立上管部26とを立設すると共に、この排水管24の排水方向下流側に第一立上管部25を,上流側に第二立上管部26を設けて、この下流側の第一立上管部25内の前記止水栓6で止水すると、前記暗渠管3からの流水が上流側の前記第二立上管部26内に導入し、この第二立上管部26内に導入した流水が前記排水管路9から前記排水管24内の前記止水栓6よりも排水方向下流側に排水するように構成したことを特徴とする請求項1記載の圃場用地下水位調節機能付水閘に係るものである。   In addition, the first riser pipe part 25 and the second riser pipe part 26 are erected in the state of being juxtaposed along the drainage direction of the drainage pipe 24, and the drainage downstream side of the drainage pipe 24 in the drainage direction If the first riser pipe part 25 is provided on the upstream side and the second riser pipe part 26 is provided on the upstream side, and the water is stopped by the water stopcock 6 in the first riser pipe part 25 on the downstream side, the culvert pipe 3 is introduced into the second riser pipe portion 26 on the upstream side, and the introduced water into the second riser pipe portion 26 passes through the drainage pipe 9 to the water stoppage in the drainage pipe 24. It is comprised so that it may drain in the drainage direction downstream rather than the stopper 6, It concerns on the water tank with a groundwater level adjustment function for agricultural fields of Claim 1 characterized by the above-mentioned.

また、圃場1の地下に埋設され、圃場1の土中水を排水路2に排水する暗渠管3に対して設ける圃場用地下水位調節付水閘であって、前記暗渠管3に連通する排水部4Aを設けた分岐管4に立上管部5を立設してこの立上管部5の上部開口部5Aを地表に露出せしめ、この立上管部5内に前記暗渠管3から前記排水部4Aへの排水を閉塞して阻止する止水栓6を開閉自在に設け、この止水栓6に、この止水栓6を開閉操作し得る第一操作部7を設けると共に、この第一操作部7は前記立上管部5の上部開口部5Aで開閉操作し得るように設け、この止水栓6により止水した際、前記暗渠管3からの流水を前記立上管部5内に導入する止水時導入管路8を設け、この止水時導入管路8を介して立上管部5に導入する流水を前記排水路2へと排水する排水管路9を設け、この立上管部5内に、この立上管部5内で上下方向に伸縮調節可能な水位調節管10を設けると共に、この水位調節管10内に前記止水栓6の第一操作部7を挿通配設する構成とし、この水位調節管10に、この水位調節管10を伸縮操作して水位調節管10の上端部の位置を調節し得る第二操作部11を設けると共に、この第二操作部11は前記立上管部5の上部開口部5Aで操作し得るように設け、この第二操作部11により伸縮調節した前記水位調節管10の上端部からの溢水が前記排水管路9から前記排水路2へと排水することで、圃場1の土中水の地下水位を調節設定し得るように構成したことを特徴とする圃場用地下水位調節機能付水閘に係るものである。   Further, a water tank with a groundwater level control for a field which is embedded in the underground of the field 1 and is provided for the underdrain pipe 3 for draining the soil water of the field 1 to the drainage channel 2, and a drainage portion communicating with the underdrain pipe 3 The rising pipe portion 5 is erected on the branch pipe 4 provided with 4A so that the upper opening 5A of the rising pipe portion 5 is exposed to the ground surface, and the drainage pipe is discharged from the underdrain pipe 3 into the rising pipe portion 5. A stop cock 6 that closes and prevents drainage to the portion 4A is provided so as to be openable and closable. The stopcock 6 is provided with a first operation section 7 that can be opened and closed. The operation part 7 is provided so that it can be opened and closed at the upper opening 5A of the riser pipe part 5, and when water is stopped by the water stop cock 6, the running water from the underdrain pipe 3 is passed through the riser pipe part 5. A water stop introduction pipe 8 to be introduced into the water supply pipe 8 is provided, and the flowing water introduced into the rising pipe section 5 is drained into the drainage pipe 2 through the water stop introduction pipe 8. And a water level adjusting pipe 10 that can be adjusted in the vertical direction within the rising pipe portion 5. The water level adjusting pipe 10 is also provided with a water stoppage 9. The second operation unit is configured to insert and arrange the first operation unit 7 of the stopper 6 and adjust the position of the upper end of the water level adjustment tube 10 by extending and contracting the water level adjustment tube 10 to the water level adjustment tube 10. 11 and the second operation part 11 is provided so as to be operated at the upper opening 5A of the riser pipe part 5. From the upper end part of the water level adjustment pipe 10 which is expanded and contracted by the second operation part 11 With the function of adjusting the groundwater level for the field, the groundwater level of the soil water in the field 1 can be adjusted and set by draining the overflow water from the drainage pipe 9 to the drainage path 2 It is related to Minamata.

また、前記止水栓6の上部に上方へ向けて前記第一操作部7を突設し、この第一操作部7は前記水位調節管10よりも径小に形成してこの第一操作部7を水位調節管10内に挿通配設すると共に、この第一操作部7の上端部が前記立上管部5の上部開口部5A付近に位置するように第一操作部7の長さ寸法を設定して、少なくともこの第一操作部7の上端部を立上管部5の上部開口部5Aで前記開閉操作し得るように構成し、前記水位調節管10の上周縁部に上方へ向けて前記第二操作部11を突設すると共に、この第二操作部11の上端部が前記立上管部5の上部開口部5A付近に位置するように第二操作部11の長さ寸法を設定して、少なくともこの第二操作部11の上端部を立上管部5の上部開口部5Aで前記伸縮操作し得るように構成したことを特徴とする請求項3記載の圃場用地下水位調節機能付水閘に係るものである。   In addition, the first operation portion 7 is projected upward from the upper portion of the stop cock 6, and the first operation portion 7 is formed to have a smaller diameter than the water level adjusting pipe 10. 7 is inserted into the water level adjusting pipe 10 and the length of the first operating section 7 is set so that the upper end of the first operating section 7 is located near the upper opening 5A of the rising pipe section 5. And at least the upper end portion of the first operation portion 7 can be opened and closed by the upper opening portion 5A of the rising tube portion 5 and is directed upward to the upper peripheral edge portion of the water level adjusting tube 10. The second operation portion 11 is projected, and the length of the second operation portion 11 is adjusted so that the upper end portion of the second operation portion 11 is located in the vicinity of the upper opening 5A of the riser tube portion 5. It is set and configured such that at least the upper end portion of the second operation portion 11 can be expanded and contracted by the upper opening portion 5A of the riser tube portion 5. That claim 3 relates to a field for groundwater level-adjustable water 閘 according.

また、前記止水時導入管路8に、この止水時導入管路8内と連通する水位測定管部12を立設状態に設けると共に、この水位測定管部12の上部開口部12Aを地表に露出せしめ、この水位測定管部12内に、下部にフロート13を備えた長尺測定体14を収納配設し、前記止水栓6により前記暗渠管3から前記排水部4Aへの排水を止水して前記止水時導入管路8を介し水位測定管部12内に導水した際、前記フロート13を介して水位測定管部12の上部開口部12Aより長尺測定体14が突出し、この突出する長尺測定体14の長さを測定することにより前記圃場1の地下水位を測定し得るように構成したことを特徴とする請求項3,4のいずれか1項に記載の圃場用地下水位調節機能付水閘に係るものである。   In addition, a water level measurement pipe portion 12 communicating with the inside of the water stop introduction pipe 8 is provided in an upright state in the water stop introduction pipe 8, and an upper opening 12A of the water level measurement pipe 12 is formed on the ground surface. In this water level measuring pipe section 12, a long measuring body 14 having a float 13 is accommodated in the water level measuring pipe section 12, and drainage from the underdrain pipe 3 to the drainage section 4A is performed by the stop cock 6. When the water is stopped and the water is introduced into the water level measuring pipe part 12 through the introduction pipe 8 when the water stops, the long measuring body 14 protrudes from the upper opening 12A of the water level measuring pipe part 12 through the float 13. It is comprised so that the groundwater level of the said field 1 can be measured by measuring the length of this protruding long measuring body 14, The field use of any one of Claims 3 and 4 characterized by the above-mentioned. It relates to a water tank with a function of adjusting the groundwater level.

また、前記長尺測定体14に前記圃場1の水位を表示する目盛14Aを形成したことを特徴とする請求項5記載の圃場用地下水位調節付水閘に係るものである。   Moreover, the scale 14A which displays the water level of the said agricultural field 1 in the said long measuring body 14 was formed, It concerns on the water tank with a ground water level adjustment for agricultural fields of Claim 5 characterized by the above-mentioned.

また、前記水位測定管部12に前記圃場1内の前記排水路2側の箇所へと通じる給水管路15を設け、前記止水栓6により前記暗渠管3を止水すると共に、前記水位調節管10の上端部を前記給水管路15よりも上方に位置せしめることにより、前記止水時導入管路8と水位測定管部12とを介してこの給水管路15から圃場1内の排水路2側の田面に給水し得るように構成したことを特徴とする請求項5,6のいずれか1項に記載の圃場用地下水位調節付水閘に係るものである。   Further, the water level measuring pipe section 12 is provided with a water supply pipe 15 that leads to a location on the drainage path 2 side in the field 1, and the culvert pipe 3 is stopped by the stop cock 6 and the water level is adjusted. By positioning the upper end of the pipe 10 above the water supply line 15, the drainage path in the field 1 from the water supply line 15 via the water stop introduction pipe 8 and the water level measurement pipe part 12. It is comprised so that water can be supplied to the 2nd field surface, It concerns on the water tank with a groundwater level adjustment for agricultural fields of any one of Claim 5, 6.

また、前記止水栓6の上部に、この止水栓6による止水時に前記第一立上管部25の下部内面若しくは前記立上管部5の下部内面に圧接する軟質性の止水環帯36を周設したことを特徴とする請求項1〜7のいずれか1項に記載の圃場用地下水位調節付水閘に係るものである。   In addition, a soft water stop ring that is in pressure contact with the lower inner surface of the first riser pipe portion 25 or the lower inner surface of the riser pipe portion 5 when water is stopped by the stop cock 6 is provided above the stop cock 6. The band 36 is provided around the water tank according to any one of claims 1 to 7, wherein the ground water level is adjusted.

本発明は上述のように、水閘機能を有する第一立上管部と、水位調節機能を有する第二立上管部の導水経路と排水経路とを一本化したため、従来装置に比べて、本装置の設置に要する配管の使用量が削減すると共に、設置に際しての地面の掘り下げ・埋め戻し作業の範囲が管一本分の範囲だけで良いために設置作業性が向上することになるなど、設置コスト安となり、しかも、第一立上管部と第二立上管部とを近接並設状態に立設したために、止水栓の開閉操作と水位調節管の伸縮操作とを一連の動作のうちに行うことも容易に可能で、操作性に秀れるなど、極めて実用性に秀れた画期的な圃場用地下水位調節機能付水閘となる。   As described above, the present invention unifies the first riser pipe part having a water tank function and the water introduction path and the drainage path of the second riser pipe part having a water level adjustment function. In addition to reducing the amount of piping required to install this equipment, the installation workability will be improved because the ground digging and backfilling work need only be done for one pipe. The installation cost is reduced, and the first riser pipe and the second riser pipe are installed in close proximity to each other. It is easy to carry out in a short time, and it is an epoch-making water tank with a groundwater level adjustment function for fields that is extremely practical, such as excellent operability.

また、請求項2記載の発明においては、前記作用・効果を確実に発揮する構成を簡易に設計実現可能となる一層実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。   Further, in the invention according to claim 2, it is a water tank with a function of adjusting the groundwater level for a field, having a more excellent configuration that makes it possible to easily design and realize a configuration that reliably exhibits the functions and effects.

また、請求項3記載の発明においては上述のように構成したから、従来の圃場用水位調節装置のように別々の場所で止水栓の開閉操作と水位調節管のレベル調節とを行わずとも、地表に一箇所だけ露出している立上管部の上部開口部で止水栓の操作(第一操作部の操作)も水位調節管の操作(第二操作部の操作)も行えるため、一々身体の向きを変えたり移動したりする必要もなく止水栓の開閉操作と水位調節管の伸縮操作とを一連の動作のうちに行うことが可能となるなど、極めて操作性に秀れ、しかも、本発明は、一つの縦管(立上管部)内に二つの部材(止水栓と水位調節管)と二つの操作部(第一操作部,第二操作部)とを納める構成でありながら、立上管部内に水位調節管を設け、この水位調節管内に前記止水栓の第一操作部を挿通配設する構成としたため、立上管部は、従来装置の縦筒と同等の水位調節管を納めることができるだけの横幅を有するもので良く、従って縦筒一本分のスペースで水閘と水位調節とが一体化した構成を実現したので、従来装置に比べてコンパクト化が実現でき、また、止水(水閘)機能と水位調節機能とを一つの縦管にまとめたことで導水経路を一本化できたため、従来装置に比べて、本装置の設置に要する配管の使用量が削減すると共に、この導水経路に関しては設置に際しての地面の掘り下げ・埋め戻し作業の範囲が管一本分の範囲だけで良く、それだけ設置作業に要する手間が省けて作業性が向上する製品を構成可能となるなど、極めて実用性に秀れた画期的な圃場用地下水位調節機能付水閘となる。   Moreover, since it comprised as mentioned above in invention of Claim 3, it does not perform the opening / closing operation of a stop cock and the level adjustment of a water level adjustment pipe in a separate place like the conventional water level adjustment apparatus for fields. Because the water faucet can be operated at the upper opening of the riser pipe that is exposed only at one location on the surface of the earth (operation of the first operation section) and the water level adjustment pipe (operation of the second operation section). There is no need to change the direction of the body or move one by one, it is possible to perform the opening and closing operation of the water faucet and the expansion and contraction operation of the water level adjustment pipe in a series of operations, etc. In addition, the present invention has a configuration in which two members (a stop cock and a water level adjustment pipe) and two operation parts (a first operation part and a second operation part) are accommodated in one vertical pipe (a rising pipe part). However, a water level adjustment pipe is provided in the riser pipe, and the first operation part of the stop cock is inserted into the water level adjustment pipe. Due to the arrangement, the riser pipe section may have a width that can accommodate the water level adjustment pipe equivalent to the vertical cylinder of the conventional device. As a result, the system can be made more compact than conventional devices, and the water stop function and the water level adjustment function are combined into a single vertical pipe. Compared to conventional equipment, the amount of piping required to install this equipment has been reduced, and the scope of digging and backfilling of the ground during installation is limited to that of one pipe. Therefore, it is possible to construct a product that improves the workability by reducing the labor required for the installation work, and it is a groundwater level adjustment pad for a field with an extremely excellent practicality.

また、請求項4記載の発明においては、立上管部内に水位調節管を設け、この水位調節管内に止水栓の第一操作部を挿通配設して装置をコンパクト化する構成を簡易に設計実現可能となる一層実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。   In the invention according to claim 4, a water level adjusting pipe is provided in the rising pipe portion, and the first operation portion of the stop cock is inserted and disposed in the water level adjusting pipe, thereby simplifying the configuration of the apparatus. It becomes a water tank with a groundwater level adjustment function for a field with a structure that is more practical and can be realized.

また、請求項5記載の発明においては、長尺測定体が示す圃場内地下水位の実測値を見ながら、前記水位調節管を伸縮することによる圃場内の水量調節を行うことができるので、一層細かい圃場内の水位調節が可能となり、必要に応じた最適な水位レベルへの調節を容易に行うことができる極めて実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。   Further, in the invention according to claim 5, since it is possible to adjust the amount of water in the field by expanding and contracting the water level adjustment pipe while observing the measured value of the groundwater level in the field indicated by the long measuring body, The water level in the field can be finely adjusted, and the water tank with the groundwater level adjustment function for the field can be easily adjusted to the optimum water level according to need and has an extremely practical configuration.

また、請求項6記載の発明においては、圃場内地下水位の実測値を確認し易い一層実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。   In the invention according to claim 6, the water tank with a function of adjusting the groundwater level for a field is provided, which has a more excellent practicality in which an actual measured value of the groundwater level in the field can be easily confirmed.

また、請求項7記載の発明においては、圃場内の田面への用水供給に際して、通常の給水口からの給水と同時に、給水管路から乾き易い圃場内の排水路側に給水することができるので、早急に圃場内の田面に水を張りたい場合などは非常に有用となる一層実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。   Further, in the invention according to claim 7, when supplying water to the surface of the field in the field, water can be supplied from the water supply line to the drainage side in the field which is easy to dry, simultaneously with water supply from the normal water supply port. This is a water tank with a function of adjusting the groundwater level for the field, which is very useful when it is necessary to quickly water the surface of the field in the field.

また、請求項8記載の発明においては、止水栓による止水状態が極めて良好となり、前記作用・効果を確実に発揮する一層実用性に秀れた構成の圃場用地下水位調節機能付水閘となる。特に請求項3記載の発明のように、止水栓により止水した際、暗渠管からの流水を水位調節管を内装した立上管部内に導入する構成の場合、止水栓から漏水して排水部へと水が流れ込んでしまうと、水位調節機能が良好に働かず、地下水位の保持が不十分となってしまうが、この発明のように止水性を向上させることで水位調節機能が確実に機能することになるので、極めて有用となる。   Further, in the invention according to claim 8, the water tank with a groundwater level adjusting function for a field having a more excellent practicality in which the water stop state by the water stop cock becomes extremely good and the above-mentioned action and effect are surely exhibited. Become. In particular, when the water is stopped by the water stop cock as in the third aspect of the invention, in the case of the structure in which the running water from the underdrain pipe is introduced into the riser pipe portion equipped with the water level control pipe, the water leaks from the water stop cock. If water flows into the drainage section, the water level adjustment function will not work well, and the maintenance of the groundwater level will be insufficient, but the water level adjustment function is ensured by improving the water stoppage as in this invention. It will be extremely useful.

好適と考える本発明の実施形態(発明をどのように実施するか)を、図面に基づいて本発明の作用を示して簡単に説明する。   Embodiments of the present invention that are considered suitable (how to carry out the invention) will be briefly described with reference to the drawings, illustrating the operation of the present invention.

請求項1記載の発明の場合を説明する。   The case of the invention described in claim 1 will be described.

止水栓6を開放しておくと、圃場1内の土中水は暗渠管3,排水管24を通って排水路2へと排水されるので、圃場1の地下水位を低くし、乾田化を促すことができる。   If the stop cock 6 is opened, soil water in the field 1 is drained to the drainage channel 2 through the underdrain pipe 3 and the drainage pipe 24. Therefore, the groundwater level in the field 1 is lowered and the paddy field is converted to dry rice. Can be encouraged.

圃場1内の水位(田面上の水位並びに地下水位)を調節する場合は、例えば、先ず、第一立上管部25の地表に露出する上部開口部で第一操作部7を操作し、止水栓6で前記暗渠管3から前記排水管24への排水を閉塞(止水)する。   In order to adjust the water level in the field 1 (the water level on the rice field and the groundwater level), for example, first, the first operation part 7 is operated at the upper opening exposed on the ground surface of the first riser pipe part 25, and the stop is stopped. The drainage from the culvert pipe 3 to the drain pipe 24 is blocked (stopped) by the faucet 6.

すると、前記暗渠管3からの流水は第二立上管部26に導入し、水位調節管10内を上昇して水位調節管10の上端部から溢れると、排水管路9から排水管24の止水栓6よりも排水側4Aへと排水されて前記排水路2へと排水することになる。   Then, the flowing water from the culvert pipe 3 is introduced into the second riser pipe portion 26, rises in the water level adjustment pipe 10, and overflows from the upper end of the water level adjustment pipe 10. The water is drained to the drain side 4 </ b> A from the stop cock 6 and drained to the drainage channel 2.

次いで、第二立上管部26の上部開口部で第二操作部11を操作して水位調節管10の上端の位置を上下方向に動かすと、圃場1内の水位は、この水位調節管10の上端のレベルに追従するので、この第二操作部11の操作により圃場1内の水位を任意の水位となるように調節することができる。   Next, when the second operation portion 11 is operated at the upper opening of the second riser pipe portion 26 and the position of the upper end of the water level adjustment pipe 10 is moved in the vertical direction, the water level in the field 1 is changed to the water level adjustment pipe 10. Therefore, the water level in the field 1 can be adjusted to an arbitrary water level by operating the second operation unit 11.

この際、第一立上管部25と第二立上管部26とを近接並設状態に立設したために、第一操作部7と第二操作部11も近接した位置にあり、よって止水栓6の開閉操作と水位調節管10の伸縮操作とを一連の動作のうちに行うことも容易に可能で、操作性に秀れる。   At this time, since the first riser pipe part 25 and the second riser pipe part 26 are erected in close proximity to each other, the first operation part 7 and the second operation part 11 are also close to each other, and therefore are stopped. The opening / closing operation of the faucet 6 and the expansion / contraction operation of the water level adjusting pipe 10 can be easily performed in a series of operations, and the operability is excellent.

また、従来の圃場用水位調節装置は、暗渠管を分岐させて水閘機能を持たせた配管部と、水位調節機能を持たせた配管部とを別々の位置に設け、その排水管路も別々に排水路へと接続していたが、本発明においては、暗渠管3に連通する排水管24に水閘機能を有する第一立上管部25と、水位調節機能を有する第二立上管部26とを設けて装置への導水経路を排水管24に一本化すると共に、止水時に第二立上管部26内(水位調節管部10内)に導入した水を排水する排水管路9を、直接排水路2へと接続せずに止水栓6より下流側の排水管24へと排水するように設けて、本装置の排水経路も排水管24に一本化したため、それだけ本装置の設置に要する配管の使用量が削減することになり、その上、設置に際しての地面の掘り下げ・埋め戻し作業の範囲が、管一本分の範囲だけで良いため、設置作業性が向上することになるなど、設置コスト安となる。   In addition, the conventional water level control device for a farm is provided with a pipe part having a water tank function by branching a culvert pipe and a pipe part having a water level control function provided at different positions, and the drain pipes are also provided separately. In the present invention, the drain pipe 24 communicating with the underdrain pipe 3 is connected to the first rise pipe section 25 having a water tank function and the second rise pipe section having a water level adjusting function. 26 and the drainage pipe 24 that drains the water introduced into the second riser pipe section 26 (in the water level control pipe section 10) when the water stops. 9 is connected to the drainage pipe 24 downstream from the stop cock 6 without being connected directly to the drainage channel 2, and the drainage path of this device is integrated into the drainage pipe 24. The amount of piping used to install the equipment will be reduced, and in addition, the range of ground digging and backfilling work during installation will be Since only one tube is enough, installation workability is improved and installation costs are reduced.

請求項3記載の発明の場合を説明する。   The case of the invention described in claim 3 will be described.

止水栓6を開放しておくと、圃場1の土中水は暗渠管3,分岐管4の排水部4Aを通って排水路2へと排水されるので、圃場1の地下水位を低くし、乾田化を促すことができる。   If the stop cock 6 is opened, the soil water in the field 1 is drained to the drainage channel 2 through the drainage part 4A of the underdrain pipe 3 and the branch pipe 4, so that the groundwater level of the field 1 is lowered. , Can promote dry rice.

圃場1内の地下水位を調節する場合は、例えば、先ず、立上管部5の地表に露出する上部開口部5Aで第一操作部7を操作し、止水栓6で前記暗渠管3から前記排水部4Aへの排水を閉塞(止水)する。   When adjusting the groundwater level in the field 1, for example, first, the first operation unit 7 is operated with the upper opening 5 </ b> A exposed to the ground surface of the riser pipe unit 5, and the stopcock 6 is used to The drainage to the drainage part 4A is blocked (stopped).

すると、前記暗渠管3からの流水は、止水時導入管路8を介して立上管部5に導入し、水位調節管10内を上昇して水位調節管10の上端部から溢れると排水管路9を介して前記排水路2へと排水することになる。   Then, the flowing water from the culvert pipe 3 is introduced into the rising pipe section 5 through the introduction pipe line 8 at the time of water stoppage, and when it rises in the water level control pipe 10 and overflows from the upper end of the water level control pipe 10, The water is drained to the drainage channel 2 through the pipe 9.

次いで、立上管部5の上部開口部5Aで第二操作部11を操作して水位調節管10の上端の位置を上下方向に動かすと、圃場1内の水位は、この水位調節管10の上端のレベルに追従するので、この第二操作部11の操作により圃場1内の水位が任意の水位となるように調節することができる。   Next, when the second operating portion 11 is operated at the upper opening 5A of the rising pipe portion 5 to move the position of the upper end of the water level adjusting pipe 10 in the vertical direction, the water level in the field 1 is adjusted to the level of the water level adjusting pipe 10. Since it follows the level of the upper end, the water level in the field 1 can be adjusted to an arbitrary water level by the operation of the second operation unit 11.

従って、本発明によれば、従来装置のように別々の場所で止水栓の開閉操作と水位調節管のレベル調節とを行わずとも、地表に一箇所だけ露出している立上管部5の上部開口部5Aで止水栓6の操作(第一操作部7)も水位調節管10の操作(第二操作部11)も行えるため、一々身体の向きを変えたり移動したりすることなく止水栓6の開閉操作と水位調節管10の伸縮操作とを一連の動作のうちに行うことが可能となり、極めて操作性に秀れる。   Therefore, according to the present invention, the rising pipe portion 5 that is exposed to only one place on the ground surface without performing the opening / closing operation of the water faucet and the level adjustment of the water level adjustment pipe at different places as in the conventional apparatus. The operation of the stop cock 6 (first operation part 7) and the operation of the water level adjustment pipe 10 (second operation part 11) can be performed at the upper opening 5A of the water without changing or moving the body one by one. The opening / closing operation of the stop cock 6 and the expansion / contraction operation of the water level adjusting pipe 10 can be performed in a series of operations, and the operability is extremely excellent.

また、本発明は、一つの管(立上管部5)内に二つの部材(止水栓6と水位調節管10)と二つの操作部(第一操作部7,第二操作部11)とを納める構成でありながら、この二つの部材と二つの操作部とを横に並設して立上管部5に横幅を必要とするような構成とせず、立上管部5内に水位調節管10を設け、この水位調節管10内に前記止水栓6の第一操作部7を挿通配設する構成としたため、立上管部5は、従来装置の縦筒と同等の水位調節管10を納めることができるだけの横幅を有するもので良いので装置が大型化することがなく、従って縦管一本分のスペースで水閘機能と水位調節機能とが一体化した構成を実現できたため、従来装置に比べてコンパクト化を実現できることになる。   Further, the present invention includes two members (a stop cock 6 and a water level adjusting pipe 10) and two operation parts (a first operation part 7 and a second operation part 11) in one pipe (the rising pipe part 5). However, the two members and the two operation portions are arranged side by side so that the rising pipe portion 5 does not require a horizontal width, and the water level is set in the rising pipe portion 5. Since the adjustment pipe 10 is provided, and the first operation portion 7 of the water stop cock 6 is inserted and disposed in the water level adjustment pipe 10, the riser pipe portion 5 has the same water level adjustment as that of the vertical cylinder of the conventional device. Since it is sufficient to have a width that can accommodate the tube 10, the apparatus does not increase in size, and therefore a configuration in which the water tank function and the water level adjustment function are integrated in the space of one vertical pipe can be realized. This makes it possible to achieve a more compact size than conventional devices.

また、従来の圃場用水位調節装置は、暗渠管を分岐させて水閘機能を持たせた配管部と、水位調節機能を持たせた配管部とを別々の位置に設けていたが、本発明においては、暗渠管3に連通する排水部4Aを設けた分岐管4に立上管部5を立設してこの一本の立上管部5内に止水(水閘)機能と水位調節機能とをもたせた構成のため、この各機能を有する立上管部5への導水経路を一本化でき、それだけ本装置の設置に要する配管の使用量が削減することになり、その上、設置に際しての地面の掘り下げ・埋め戻し作業の範囲が、少なくとも導水経路に関しては管一本分の範囲だけで良いため、設置作業性が向上することになるなど、設置コスト安となる。   Further, the conventional water level adjusting device for a farm has provided a pipe part having a water tank function by branching a culvert pipe and a pipe part having a water level adjusting function provided at different positions in the present invention. The standing pipe section 5 is erected on the branch pipe 4 provided with the drainage section 4A communicating with the underdrain pipe 3, and a water stop function (water tank) function and a water level adjustment function are provided in the single rising pipe section 5. Therefore, it is possible to unify the water guide path to the riser pipe section 5 having each of these functions, thereby reducing the amount of piping required for installing this apparatus. Since the ground digging and backfilling work needs to be at least as long as one pipe at least for the water conduit, the installation workability is improved and the installation cost is reduced.

また、例えば、前記止水時導入管路8に、この止水時導入管路8内と連通する水位測定管部12を立設状態に設けると共に、この水位測定管部12の上部開口部12Aを地表に露出せしめ、この水位測定管部12内に、下部にフロート13を備えた長尺測定体14を収納配設し、前記止水栓6により前記暗渠管3から前記排水部4Aへの排水を止水して前記止水時導入管路8を介し水位測定管部12内に導水した際、前記フロート13を介して水位測定管部12の上部開口部12Aより長尺測定体14が突出し、この突出する長尺測定体14の長さを測定することにより前記圃場1の地下水位を測定し得るように構成すれば、長尺測定体14が示す圃場1内水位の実測値を見ながら、前記水位調節管10を伸縮することによる圃場1内の水量調節を行うことができるので、一層細かい圃場1内の水位調節が可能となり、必要に応じた最適な水位レベルへの調節を容易に行うことができる。   Further, for example, a water level measurement pipe portion 12 communicating with the inside of the water stop introduction pipe line 8 is provided in an upright state in the water stop introduction pipe line 8 and an upper opening 12A of the water level measurement pipe portion 12 is provided. Is exposed to the ground surface, and a long measuring body 14 having a float 13 at the bottom is accommodated in the water level measuring pipe section 12, and the water faucet 6 connects the underdrain pipe 3 to the drainage section 4A. When the drainage is stopped and the water is introduced into the water level measurement pipe part 12 through the introduction pipe 8 at the time of water stoppage, the long measurement body 14 is inserted from the upper opening 12A of the water level measurement pipe part 12 through the float 13. By projecting and measuring the length of the projecting long measuring body 14 so that the groundwater level of the field 1 can be measured, the actual measured value of the water level in the field 1 indicated by the long measuring body 14 can be seen. However, the amount of water in the field 1 can be adjusted by expanding and contracting the water level adjusting pipe 10, so that the finer The water level in the field 1 can be adjusted, and the adjustment to the optimum water level according to need can be easily performed.

ところで、通常圃場1には、前記排水路2側に排水口が設けられ、排水路2側の反対側に給水口が設けられていて、この排水口から圃場1内の田面上の水の排水を行えると共に、給水口から直接圃場1内田面へ給水を行えるようになっている。しかし、この排水口から排水を行うと、圃場1の排水路2側の田面だけが早く乾いてしまい易い圃場があり、その後、圃場1内の田面上に給水口から給水して水を張っても、圃場1の広さもあってこの給水口付近から乾いた排水路2側にまでは中々水が行き渡らないことが多いという問題がある。   By the way, the normal farm 1 is provided with a drainage outlet on the drainage channel 2 side and a water supply outlet on the opposite side of the drainage channel 2 side, and drains water on the rice field in the farmland 1 from this drainage port. In addition, it is possible to supply water directly from the water supply port to the field 1 Uchida. However, when draining from this drainage port, there is a field where only the surface on the drainage channel 2 side of the field 1 is likely to dry quickly, and then water is supplied from the water supply port on the surface of the field 1 to fill the water. However, because of the size of the farm field 1, there is a problem that water often does not spread from the vicinity of the water supply port to the dry drainage channel 2 side.

この点、例えば、前記水位測定管部12に前記圃場1内の前記排水路2側の箇所へと通じる給水管路15を設け、前記止水栓6により前記暗渠管3を止水すると共に、前記水位調節管10の上端部を前記給水管路15よりも上方に位置せしめることにより、前記止水時導入管路8と水位測定管部12とを介してこの給水管路15から圃場1内の排水路2側の田面に給水し得るように構成すれば、通常の給水口からの用水供給と同時に、給水管路15から乾き易い圃場1内の排水路2側の田面にも給水することができるので、短時間でなるべく均一に圃場1内の田面上に水を張りたい際などは、非常に有用となる。   In this regard, for example, the water level measurement pipe section 12 is provided with a water supply pipe 15 leading to the location on the drainage path 2 side in the field 1, and the culvert pipe 3 is stopped by the stop cock 6, By positioning the upper end of the water level adjusting pipe 10 above the water supply pipe 15, the water level adjustment pipe 10 is connected to the water supply line 15 through the water stop introduction pipe 8 and the water level measurement pipe section 12. If water is supplied to the surface of the drainage channel 2 side of the water, water supply from the water supply line 15 to the surface of the drainage channel 2 side in the field 1 that is easy to dry is performed simultaneously with water supply from the normal water supply port. Therefore, it is very useful when it is desired to spread water on the rice field in the field 1 as uniformly as possible in a short time.

本発明の具体的な実施例1について図1〜図5に基づいて説明する。   A specific embodiment 1 of the present invention will be described with reference to FIGS.

本実施例は、図1に示すように、圃場1の地下に埋設された暗渠管3の、排水路2に沿った畦1Aの地中に存する下流端部側に、この暗渠管3に連通する排水管24を連結し、この連結管24に、近接並設状態にして第一立上管部25と第二立上管部26とを立設すると共に、この第一立上管部25と第二立上管部26の上部開口部25A・26Aを夫々地表に露出させている。尚、請求項1中に記載した「圃場の地下に埋設され」なる記載は、圃場1の田面の範囲の地下だけでなく、田面周囲の畦1Aの地下に暗渠管3が埋設されることも含む意味合いで用いているものである。図中符号22は灌漑用水供給用のパイプラインである。   In the present embodiment, as shown in FIG. 1, the underdrain pipe 3 embedded in the basement of the farm field 1 communicates with the underdrain pipe 3 on the downstream end side existing in the ground of the underdrain 1 A along the drainage channel 2. The drainage pipe 24 to be connected is connected, and the first riser pipe part 25 and the second riser pipe part 26 are erected in a state of being juxtaposed in parallel with the connection pipe 24, and the first riser pipe part 25 The upper openings 25A and 26A of the second riser pipe portion 26 are exposed to the ground surface. In addition, the description “embedded in the basement of the farm field” described in claim 1 is that the underdrain of the underdrain of the paddy field 1A around the paddy field 1A is buried in the underground field of the paddy field 1A. It is used in the meaning including. Reference numeral 22 in the figure denotes a pipeline for supplying irrigation water.

具体的には、暗渠管3の下流側端部にストレート形状の排水管24の一端部を連結し、このこの排水管24の他端部に前記排水路2に通じる排出管33を連結している。   Specifically, one end of a straight drainage pipe 24 is connected to the downstream end of the underdrain pipe 3, and a discharge pipe 33 leading to the drainage channel 2 is connected to the other end of the drainage pipe 24. Yes.

また、この排水管24には、図2,図3に示すように、間隔を置いて三箇所に縦管を立設し、このうち、排水管24の排水方向の上流側に存する二本の縦管を夫々の上端部が畦1Aの地表よりやや突出するように設けて、この二本の縦管を排水方向上流側(図面左側)から順に前記第二立上管部26,前記第一立上管部25としている。尚、この第一立上管部25,第二立上管部26並びに最も下流側に立設する縦管29は、排水管24と一体成形しても良いし、別部品の管材を排水管24に連結することで設けても良い。   In addition, as shown in FIGS. 2 and 3, the drain pipe 24 is provided with three vertical pipes at intervals, of which two pipes existing upstream of the drain pipe 24 in the drain direction. The vertical pipes are provided so that their upper ends protrude slightly from the ground surface of the eaves 1A, and the two vertical pipes 26, 26 The riser pipe section 25 is used. The first riser pipe portion 25, the second riser pipe portion 26, and the vertical pipe 29 erected on the most downstream side may be integrally formed with the drainage pipe 24, or another pipe material may be used as the drainage pipe. You may provide by connecting to 24.

また、この第一立上管部25の上部開口部25Aには、蓋体31を開閉自在に装着し、第二立上管部26の上部開口部26Aにも、蓋体32を開閉自在に装着している。   Further, a lid 31 is attached to the upper opening 25A of the first riser pipe part 25 so as to be opened and closed, and the lid 32 can also be opened and closed to the upper opening 26A of the second riser pipe part 26. Wearing.

本実施例では、この第一立上管部25内に前記排水管24を閉塞して排水を阻止する止水栓6を開閉自在に設け、この止水栓6に、この止水栓6を開閉操作し得る第一操作部7を設けると共に、この第一操作部7は第一立上管部25の上部開口部25Aで開閉操作し得るように設けている。   In the present embodiment, a stop cock 6 that closes the drain pipe 24 to prevent drainage is provided in the first riser pipe section 25 so as to be openable and closable, and the stop cock 6 is attached to the stop cock 6. A first operating part 7 that can be opened and closed is provided, and the first operating part 7 is provided so that it can be opened and closed at the upper opening 25A of the first riser pipe part 25.

具体的には、止水栓6は、第一立上管部25内の下部で上下動自在に設け、この止水栓6の最下動位置で前記排水管24を閉塞して暗渠管3からの排水をこの排水管24の途中(中間部)で阻止する構成(図3参照。)とし、この止水栓6を上動することで横管部40を開放して排水路2へと排水可能となる構成(図2参照。)としている。   Specifically, the stop cock 6 is provided so as to be movable up and down at the lower part in the first riser pipe portion 25, and the drain pipe 24 is closed at the lowest movement position of the stop cock 6 so that the underdrain pipe 3 is closed. The drainage pipe 24 is blocked in the middle (intermediate part) of the drainage pipe 24 (see FIG. 3), and the horizontal pipe part 40 is opened to the drainage channel 2 by moving the stop cock 6 upward. It is set as the structure which can drain (refer FIG. 2).

また、止水栓6は、排水管24と第一立上管部25との連設縦管部の内径と略同外径の円柱状であって且つ下端部を半球状に成形したゴム栓とし、この止水栓6の半球状下端部が排水管24の底面に密接すると共に、上側周面が前記連設縦管部の内面に密接することで排水管24が止水される構成としている。   The stop cock 6 is a rubber plug having a cylindrical shape having an outer diameter substantially the same as the inner diameter of the continuous vertical pipe portion of the drain pipe 24 and the first riser pipe portion 25, and the lower end portion formed into a hemispherical shape. In addition, the hemispherical lower end portion of the water stop cock 6 is in close contact with the bottom surface of the drain pipe 24, and the drain pipe 24 is stopped by having the upper peripheral surface in close contact with the inner surface of the continuous vertical pipe section. Yes.

また、この止水栓6の上部に、この止水栓6による止水時に前記第一立上管部25の下部内面(図面では、第一立上管部25の下部が被嵌する前記排水管24から立設する短縦管部の内面)に圧接する軟質性(ゴム製)の止水環帯36を周設している。尚、請求項8の「第一立上管部25の下部内面に圧接」なる記載は、止水環帯36が直接第一立上管部25の下部内面に圧接する構成だけでなく、この実施例のように止水環帯36が間接的に第一立上管部25の下部内面に圧接するような構成も含む意味合いで用いている。   Further, the lower inner surface of the first riser pipe part 25 (the drainage in which the lower part of the first riser pipe part 25 is fitted in the drawing) when the water faucet 6 is stopped. A soft (rubber) water stop ring 36 is provided around the inner surface of the short vertical pipe portion standing from the pipe 24. In addition, the description of “pressure contact with the lower inner surface of the first rising pipe portion 25” in claim 8 is not limited to the structure in which the water stop ring 36 is directly pressed against the lower inner surface of the first rising pipe portion 25. It is used in the meaning including a configuration in which the waterstop ring 36 is indirectly pressed against the lower inner surface of the first rising pipe portion 25 as in the embodiment.

また、更に詳しくは、図4に示すように、止水栓6上部の径小部分の全周に、この止水環帯36を上下二重に周設し、一方、この止水環帯36が圧接する第一立上管部25(下側管半体250)の下部内面、即ち、本実施例においては、前記排水管24から立設する短縦管部の内面にも圧接面部37を付設して、この止水環帯36と圧接面部37により止水性を向上させ漏水を防止している。   In more detail, as shown in FIG. 4, the water stop ring 36 is provided around the entire circumference of the small-diameter portion of the top of the water stop cock 6 in a double-upper manner. The pressure contact surface portion 37 is also formed on the lower inner surface of the first riser pipe portion 25 (lower tube half body 250) that is in pressure contact, that is, in the present embodiment, the inner surface of the short vertical pipe portion erected from the drainage pipe 24. In addition, the water stop ring 36 and the pressure contact surface portion 37 improve water stop and prevent water leakage.

また、この止水環帯36の止水栓6への取付構造は、止水栓6上部の径小部分に環状のスペーサー38を被嵌し、このスペーサー38の上部に重合状態にしてリング帯板状の止水環帯36を被嵌し、更にこの止水環帯36の上部に重合状態にして別のスペーサー38を被嵌し、この上側のスペーサー38の上部に重合状態にして別の止水環帯36を被嵌し、この上側の止水環帯36の上部に固定用キャップ39を被嵌固定した取付構造としている。この止水環帯36の取付構造は簡易に設計実現可能である。   In addition, the structure for attaching the water stop ring 36 to the water stop cock 6 is such that an annular spacer 38 is fitted on the small diameter portion of the upper part of the water stop cock 6, and the ring band is made superposed on the spacer 38. A plate-shaped water-stop ring band 36 is fitted, and another spacer 38 is fitted on the upper part of the water-stop ring band 36 in a polymerized state. The mounting structure is such that a water stop ring 36 is fitted and a fixing cap 39 is fitted and fixed to the upper part of the upper water stop ring 36. The mounting structure of the water stop ring 36 can be easily designed and realized.

また、この止水栓6の上部には、前記第一操作部7を突設している。   In addition, the first operation portion 7 is projected from the upper portion of the water stop cock 6.

更に詳しくは、第一操作部7は、止水栓6の上部に上方へ向けて操作ロッド7Aを突設し、この操作ロッド7Aの上端部に取手7Bを形成して構成している。   More specifically, the first operation portion 7 is configured by projecting an operation rod 7A upward from the top of the water stop cock 6 and forming a handle 7B on the upper end portion of the operation rod 7A.

また、この第一操作部7は、上端部の取手7Bが前記第一立上管部25の上部開口部25A付近に位置するように操作ロッド7Aの長さ寸法を設定して、この取手7Bを前記蓋体31を取り外した第一立上管部25の上部開口部25A付近で上下動操作して、止水栓6を簡単に開閉操作し得るように構成している。   Further, the length of the operating rod 7A is set so that the handle 7B at the upper end is positioned in the vicinity of the upper opening 25A of the first rising pipe portion 25, and the handle 7B Is configured to move up and down in the vicinity of the upper opening 25A of the first riser pipe section 25 from which the lid 31 has been removed, so that the water stop cock 6 can be easily opened and closed.

また、第一立上管部25の上部寄りにはガイド体21を内設し、このガイド体21の中心位置に形成したガイド孔に前記操作ロッド7Aを挿通することで操作ロッド7Aを起立状態に維持すると共に、このガイド孔により操作ロッド7Aの上下動がスムーズに行われる構成としている。   Further, a guide body 21 is provided near the upper portion of the first riser pipe portion 25, and the operation rod 7A is inserted into a guide hole formed at the center position of the guide body 21 so that the operation rod 7A is raised. The operation rod 7 </ b> A is smoothly moved up and down by the guide hole.

また、本実施例では、この止水栓6により止水した際、前記暗渠管3からの流水は前記第二立上管部26内に導入するように構成し、この第二立上管部26に導入する流水を前記排水管24の前記止水栓6よりも排水下流側へと排水する排水管路9を設けている。   Further, in this embodiment, when water is stopped by the water stop cock 6, the flowing water from the culvert pipe 3 is introduced into the second riser pipe part 26, and this second riser pipe part A drain pipe 9 is provided for draining the flowing water introduced into the drain 26 to the drain downstream side of the stop cock 6 of the drain pipe 24.

具体的には、第二立上管部26の下流側側面から、蛇腹管28を下流側へ向けて突設している。   Specifically, the bellows tube 28 is projected from the downstream side surface of the second rising tube portion 26 toward the downstream side.

一方、前記排水管24の最も下流側に立設する前記縦管29は高さを低く設定すると共に、その上端部を上流側へ向かって屈曲形成している。   On the other hand, the vertical pipe 29 erected on the most downstream side of the drain pipe 24 is set to have a low height and its upper end portion is bent toward the upstream side.

そして、図5に示すように、蛇腹管28を湾曲させて前記第一立上管部25の側方を迂回し、この蛇腹管28の下流側への突出先端部を前記下流側の縦管29の屈曲先端部に連結して、この蛇腹管28及び縦管29を介して第二立上管部26内と前記排水管24の前記止水栓6よりも排水下流側とが連通する管路を形成し、この管路を前記排水管路9としている。このように第一立上管部25を排水管路9が迂回する構成を採用すると、装置を省スペース化できる。また、この迂回構造を蛇腹管28を用いた構成とすることで、この構造を簡易に設計実現可能となる。   Then, as shown in FIG. 5, the bellows tube 28 is curved to bypass the side of the first riser tube portion 25, and the projecting tip portion of the bellows tube 28 toward the downstream side is the downstream vertical tube. 29 is connected to the bent tip portion of the pipe 29, and the drainage pipe 24 communicates with the downstream side of the drainage pipe 24 through the bellows pipe 28 and the vertical pipe 29 and the drainage pipe 24 communicates with the downstream side of the drainage pipe 24. A path is formed, and this drain line 9 is used as the drain line 9. If the configuration in which the drain pipe 9 bypasses the first rising pipe portion 25 in this way is adopted, the apparatus can be saved in space. In addition, by adopting a configuration using the bellows tube 28 as the detour structure, the structure can be easily designed and realized.

また、本実施例では、この第二立上管部26内に、この第二立上管部26内で上下方向に伸縮調節可能な水位調節管10を設け、この水位調節管10に、この水位調節管10を伸縮操作して水位調節管10の上端部の位置を調節し得る第二操作部11を設けると共に、この第二操作部11は第二立上管部26の上部開口部26Aで伸縮操作し得るように設けている。   Further, in this embodiment, a water level adjusting pipe 10 that is adjustable in the vertical direction in the second rising pipe section 26 is provided in the second rising pipe section 26, and the water level adjusting pipe 10 is provided with this water level adjusting pipe 10. A second operating portion 11 is provided that can adjust the position of the upper end of the water level adjusting pipe 10 by extending and contracting the water level adjusting pipe 10, and the second operating portion 11 is an upper opening 26A of the second rising pipe portion 26. So that it can be expanded and contracted.

具体的には、第二立上管部26の下部寄り位置に、水位調節管10の下縁を取付固定している。   Specifically, the lower edge of the water level adjusting pipe 10 is attached and fixed near the lower portion of the second rising pipe portion 26.

また、水位調節管10は、第二立上管路26の管径よりも径小で且つ第二立上管路26の内面とこの水位調節管10の外面との間に流水可能な隙間を生じる径寸法の蛇腹管10を採用している。   Further, the water level adjusting pipe 10 is smaller in diameter than the pipe diameter of the second rising pipe 26 and has a gap that allows water to flow between the inner surface of the second rising pipe 26 and the outer surface of the water level adjusting pipe 10. A bellows tube 10 having a diameter is generated.

また、この水位調節管10の下部周縁部を第二立上管部26(後述する下側管半体260)の内周面と水密状態に固定し、前記止水時にこの第二立上管部26内に導入した水は、そのまま第二立上管部26の内面に沿って上昇せず、水位調節管10内へと収容されて上昇流動し、この水が水位調節管10の上端から溢れると、第二立上管路26の内面とこの水位調節管10の外面との間の隙間に流れ込んで落下するように構成している(図3中の矢印参照。)。   Further, the lower peripheral edge of the water level adjusting pipe 10 is fixed to the inner peripheral surface of the second riser pipe part 26 (lower pipe half 260 to be described later) in a watertight state, and the second riser pipe is fixed at the time of the water stoppage. The water introduced into the part 26 does not rise as it is along the inner surface of the second riser pipe part 26 but is accommodated in the water level adjustment pipe 10 and flows upward. This water flows from the upper end of the water level adjustment pipe 10. When it overflows, it is configured to flow into the gap between the inner surface of the second rising pipe 26 and the outer surface of the water level adjusting pipe 10 and fall (see the arrow in FIG. 3).

第二操作部11は、第二立上管部26の中心位置に螺子杆で構成した操作ロッド11Aを縦設状態にして回動自在に支持し、この操作ロッド11Aの上端部に取手11Bを着脱自在に設けた構成としている。また、この操作ロッド11Aは、第二立上筒部26の上下端部に設けた軸受30に軸支することで回動自在な起立状態を保持している。   The second operating portion 11 has an operating rod 11A formed of a screw rod at a center position of the second riser pipe portion 26 and supports the operating rod 11A in a vertically installed state so as to be rotatable. A handle 11B is attached to the upper end of the operating rod 11A. It is configured to be detachable. Further, the operation rod 11A is supported in an upright state by being pivotally supported by bearings 30 provided at the upper and lower end portions of the second rising cylinder portion 26.

一方、水位調節管10の上端部の中心位置に螺子孔10Aを設け、この螺子孔10Aに前記操作ロッド11A(螺子杆)を螺着して、前記取手11Bにより操作ロッド11Aを回動操作すると、螺子孔10Aを介して水位調節管10の上端部が螺動昇降移動し、伸縮調節が行われる構成としている。   On the other hand, when a screw hole 10A is provided at the center position of the upper end of the water level adjusting pipe 10, the operation rod 11A is screwed into the screw hole 10A, and the operation rod 11A is rotated by the handle 11B. The upper end portion of the water level adjusting pipe 10 is screwed up and down through the screw hole 10A so that the expansion and contraction is adjusted.

また、この第二操作部11は、上端部の取手11Bが前記第二立上管部26の上部開口部26A付近に位置するように操作ロッド11Aの長さ寸法を設定して、この取手11Bを第二立上管部26の上部開口部26A付近で回動操作して、水位調節管10を伸縮操作(水位調節管10の上端の高さを昇降操作)し得るように構成している。   Further, the second operating portion 11 sets the length of the operating rod 11A so that the upper end handle 11B is positioned near the upper opening 26A of the second riser tube portion 26, and the handle 11B. Is rotated near the upper opening 26A of the second riser pipe portion 26 so that the water level adjustment pipe 10 can be expanded and contracted (the height of the upper end of the water level adjustment pipe 10 is raised and lowered). .

即ち、第二操作部11として回動操作により水位調節管10の上端部が螺動昇降する構成を採用したことで、水位調節管10を高く伸ばしても操作ロッド11Aの第二立上管部26内での高さが変動しないために、水位調節管10の伸縮操作後には取手11Bを取り外して蓋体32を閉じることができ、上部開口部26A内の構成部品を太陽光の紫外線から保護して劣化を防ぐことができる。   That is, as the second operation portion 11, the configuration in which the upper end portion of the water level adjusting pipe 10 is screwed up and down by a turning operation is adopted, so that the second rising pipe portion of the operating rod 11 </ b> A can be obtained even if the water level adjusting pipe 10 is extended to a high degree. Since the height in 26 does not fluctuate, the handle 11B can be removed and the lid 32 can be closed after the expansion / contraction operation of the water level adjustment pipe 10, and the components in the upper opening 26A are protected from the ultraviolet rays of sunlight. Thus, deterioration can be prevented.

また、この水位調節管10の上周縁部に、伸縮する水位調節管10の上端の高さを測定するためのメジャー27を付設して第二立上管部26内に収納配設し、このメジャー27を使用することで水位調節管10の調節状況(水位調節管10の上端部の高さ位置,即ち圃場1内の設定水位)を確認できるようにしている。   In addition, a measure 27 for measuring the height of the upper end of the expanding and contracting water level adjusting pipe 10 is attached to the upper peripheral edge of the water level adjusting pipe 10 and accommodated in the second riser pipe part 26. By using the measure 27, the adjustment state of the water level adjustment pipe 10 (height position of the upper end of the water level adjustment pipe 10, that is, the set water level in the field 1) can be confirmed.

また、前記排水管路9は、水位調節管10の下端部よりもやや上方位置の第二立上管部26側面から分岐する構成として、水位調節管10の上端からの溢水が落下するとこの排水管路9に流れ込んで排水管24の下流側から排水路2へと排出されるように構成している(図3中の矢印参照。)。   Further, the drain pipe 9 is configured to branch from the side surface of the second rising pipe portion 26 slightly above the lower end portion of the water level adjusting pipe 10, and when the overflow from the upper end of the water level adjusting pipe 10 falls, It is configured to flow into the conduit 9 and be discharged from the downstream side of the drainage pipe 24 to the drainage path 2 (see arrow in FIG. 3).

従って、水位調節管10を上下方向に伸縮調節してこの水位調節管10の上端部からの溢水の高さを変更することにより、圃場1内の地下水位を調節し得るように構成している。即ち、通常時には雨水や湧水などによる圃場内の土中水の水位を調節設定し、灌漑用水パイプライン22などから取水して地下灌漑による積極的な土中水供給時においても同様に地下水位を調節設定し得る構成にしている。   Accordingly, the water level adjusting pipe 10 is vertically expanded and contracted to change the height of the overflow from the upper end of the water level adjusting pipe 10 so that the groundwater level in the field 1 can be adjusted. . In other words, the soil water level in the field is normally adjusted by rainwater or spring water, and the groundwater level is the same even when water is taken from the irrigation water pipeline 22 and is actively supplied to the soil by underground irrigation. It can be adjusted and set.

尚、水位調節管10は、蛇腹管以外のものを採用して構成しても良いが、蛇腹管を採用すると、伸縮調節範囲が広い上に、位置決め用の押えがなくとも調節後そのまま自立した位置決め状態を保持できる蛇腹管を用いることで装置構造を簡易化できる利点がある。   The water level adjustment pipe 10 may be configured by using a pipe other than the bellows pipe. However, when the bellows pipe is used, the expansion / contraction adjustment range is wide, and even if there is no positioning presser, the water level adjustment pipe 10 is self-supporting after adjustment. There is an advantage that the structure of the apparatus can be simplified by using the bellows tube that can maintain the positioning state.

また、本実施例では、第一立上管部25と第二立上管部26とに伸縮調整機構20を設け、この伸縮調整機構20により第一立上管部25の上部開口部25Aと第二立上管部26の上部開口部26Aの位置を、本装置を設置する畦1A等の高さに合わせて(地中に設置される暗渠管3と畦1A等の上面との間の距離に合わせて)伸縮調整できることで、この高さ合わせの際に、管の切断や接着による作業を減じて施工性を向上させる構成としている。   In the present embodiment, the first riser pipe part 25 and the second riser pipe part 26 are provided with the expansion / contraction adjustment mechanism 20, and the expansion / contraction adjustment mechanism 20 allows the upper opening 25A of the first riser pipe part 25 to Adjust the position of the upper opening 26A of the second riser pipe portion 26 to the height of the eaves 1A or the like on which this apparatus is installed (between the underdrain pipe 3 installed in the ground and the upper surface of the eaves 1A etc. By adjusting the expansion and contraction (according to the distance), the workability is improved by reducing the work by cutting and bonding the pipes at the time of height adjustment.

具体的には、第一立上管部25,第二立上管部26は、いずれも下側管半体250・260と、この下側管半体250・260より径大でこの下側管半体250・260の外周にスライド自在に被嵌する上側管半体251・261とから成り、下側管半体250・260に対し上側管半体251・261を伸縮スライド調整することで、第一立上管部25,第二立上管部26の高さ調整が可能となる前記伸縮調整機構20を構成している。   Specifically, the first riser pipe portion 25 and the second riser pipe portion 26 are both lower pipe halves 250 and 260 and larger in diameter than the lower pipe halves 250 and 260. It consists of upper pipe halves 251 and 261 that are slidably fitted on the outer peripheries of the pipe halves 250 and 260. The expansion / contraction adjustment mechanism 20 that can adjust the height of the first rising pipe portion 25 and the second rising pipe portion 26 is configured.

本発明の具体的な実施例2について図6〜図13に基づいて説明する。   A second embodiment of the present invention will be described with reference to FIGS.

本実施例は、図6に示すように、圃場1の地下に埋設された暗渠管3の、排水路2に沿った畦1Aの地中に存する下流端部側に、この暗渠管3に連通する排水部4Aを設けた分岐管4を連結し、この分岐管4に立上管部5を立設してこの立上管部5の上部開口部5Aを地表に露出させている。図中符号22は灌漑用水供給用のパイプラインである。   In the present embodiment, as shown in FIG. 6, the underdrain pipe 3 embedded in the basement of the farm field 1 communicates with the underdrain pipe 3 on the downstream end side existing in the ground of the overhang 1 </ b> A along the drainage channel 2. The branch pipe 4 provided with the drainage section 4A is connected, and the rising pipe section 5 is erected on the branch pipe 4 so that the upper opening 5A of the rising pipe section 5 is exposed to the ground surface. Reference numeral 22 in the figure denotes a pipeline for supplying irrigation water.

具体的には、暗渠管3の下流側端部に略逆T字形の分岐管4の横管部40の一端部を連結し、この暗渠管3に連通する横管部40を前記排水部4Aとし、この横管部40の他端部に前記排水路2に通じる排出管33を連結している。   Specifically, one end portion of the horizontal tube portion 40 of the substantially inverted T-shaped branch tube 4 is connected to the downstream end portion of the underdrain tube 3, and the horizontal tube portion 40 communicating with the underdrain tube 3 is connected to the drainage portion 4A. And a discharge pipe 33 communicating with the drainage channel 2 is connected to the other end of the horizontal pipe section 40.

この分岐管4の縦管部をその上端部が畦1Aの地表よりやや突出するように設けて、この縦管部を立上管部5としている。尚、この立上管部5は、分岐管4と一体成形しても良いし、別部品の管材を分岐管4に連結することで設けても良い。   A vertical pipe portion of the branch pipe 4 is provided so that its upper end portion slightly protrudes from the ground surface of the ridge 1A, and this vertical pipe portion is used as a rising pipe portion 5. The rising pipe portion 5 may be integrally formed with the branch pipe 4 or may be provided by connecting a separate pipe member to the branch pipe 4.

また、この立上管部5の上部開口部5Aには、蓋体16を開閉自在に装着している。   A lid 16 is attached to the upper opening 5A of the rising pipe portion 5 so as to be freely opened and closed.

本実施例では、この立上管部5内に前記暗渠管3から前記排水部4Aへの排水を閉塞して阻止する止水栓6を開閉自在に設け、この止水栓6に、この止水栓6を開閉操作し得る第一操作部7を設けると共に、この第一操作部7は前記立上管部5の上部開口部5Aで開閉操作し得るように設けている。   In this embodiment, a stop cock 6 is provided in the riser pipe section 5 so as to be able to open and close to prevent the drainage from the underdrain pipe 3 to the drain section 4A. A first operating portion 7 that can open and close the faucet 6 is provided, and the first operating portion 7 is provided so that it can be opened and closed at the upper opening 5A of the rising pipe portion 5.

具体的には、止水栓6は、立上管部5内を上下動自在に設け、この止水栓6の最下動位置で前記横管部40を閉塞して暗渠管3から前記排水部4Aへの排水を阻止する構成(図9,図10参照。)とし、この止水栓6を上動することで横管部40を開放して排水可能となる構成(図12参照。)としている。   Specifically, the stop cock 6 is provided in the upright pipe portion 5 so as to be movable up and down, and the horizontal pipe portion 40 is closed at the lowest movement position of the stop cock 6 to discharge the drainage from the underdrain pipe 3. A configuration that prevents drainage to the portion 4A (see FIGS. 9 and 10), and a configuration that allows the drainage by opening the horizontal pipe portion 40 by moving the stop cock 6 upward (see FIG. 12). It is said.

また、この止水栓6は、前記実施例1と同様の構成を採用すると共に、この止水栓6の上部には、前記実施例1と同様にこの止水栓6による止水時に前記立上管部5の下部内面(図面では、立上管部5の下部が被嵌する前記排水部4Aから立設する短縦管部の内面)に圧接する軟質性(ゴム製)の止水環帯36を周設している。   The stop cock 6 employs the same configuration as that of the first embodiment, and the upper portion of the stop cock 6 has the above-mentioned standing at the time of water stoppage by the stop cock 6 as in the first embodiment. A soft (rubber) water stop ring that presses against the lower inner surface of the upper pipe portion 5 (in the drawing, the inner surface of a short vertical pipe portion erected from the drainage portion 4A on which the lower portion of the rising pipe portion 5 is fitted) A belt 36 is provided around.

一方、この止水環帯36が圧接する例えば軟質性(ゴム製)の圧接面部37を、立上管部5(下側管半体50)の下部内面、即ち、本実施例においては、前記排水部4Aから立設する短縦管部の内面に付設して、この止水環帯36と圧接面部37により止水性を向上させている。尚、この止水環帯36と圧接面部37による止水構造は、基本的に前記実施例1と同様であり、実施例1での説明において、第一立上管部25を立上管部5に置き換え、排水管24を排水部4Aに置き換えたというべき構成である。   On the other hand, for example, the soft (rubber) pressure contact surface portion 37 that the water stop ring 36 is in pressure contact with the lower inner surface of the rising tube portion 5 (lower tube half 50), that is, in the present embodiment, Attached to the inner surface of the short vertical pipe portion standing from the drainage portion 4A, the waterstop is improved by the waterstop ring zone 36 and the pressure contact surface portion 37. The water stop structure by the water stop ring 36 and the pressure contact surface portion 37 is basically the same as that of the first embodiment. In the description of the first embodiment, the first rise pipe portion 25 is replaced with the rise pipe portion. The drainage pipe 24 should be replaced with the drainage section 4A.

また、請求項8の「立上管部5の下部内面に圧接」なる記載は、止水環帯36が直接立上管部5の下部内面に圧接する構成だけでなく、この実施例のように止水環帯36が間接的に立上管部5の下部内面に圧接するような構成も含む意味合いで用いている。   Further, the description of “pressure contact with the lower inner surface of the rising pipe portion 5” in claim 8 is not limited to the structure in which the waterstop ring 36 is directly pressed against the lower inner surface of the rising pipe portion 5, but also in this embodiment. In addition, it is used in the meaning including a configuration in which the waterstop ring 36 is indirectly in pressure contact with the lower inner surface of the rising pipe portion 5.

また、この止水栓6の上部には、前記第一操作部7を突設している。   In addition, the first operation portion 7 is projected from the upper portion of the water stop cock 6.

更に詳しくは、第一操作部7は、止水栓6の上部に上方へ向けて操作ロッド7Aを突設し、この操作ロッド7Aの上端部に取手7Bを形成して構成している。   More specifically, the first operation portion 7 is configured by projecting an operation rod 7A upward from the top of the water stop cock 6 and forming a handle 7B on the upper end portion of the operation rod 7A.

また、この第一操作部7は、上端部の取手7Bが前記立上管部5の上部開口部5A付近に位置するように操作ロッド7Aの長さ寸法を設定して、この取手7Bを立上管部5の上部開口部5A付近で上下動操作して、止水栓6を簡単に開閉操作し得るように構成している。   Further, the first operating portion 7 sets the length of the operating rod 7A so that the upper end handle 7B is positioned in the vicinity of the upper opening 5A of the riser tube portion 5, and stands the handle 7B. It is configured such that the stop cock 6 can be easily opened and closed by moving up and down in the vicinity of the upper opening 5A of the upper pipe portion 5.

また、立上管部5の上部寄りにはガイド体21を内設し、このガイド体21の中心位置に形成したガイド孔に前記操作ロッド7Aを挿通することで操作ロッド7Aを起立状態に維持すると共に、このガイド孔により操作ロッド7Aの上下動がスムーズに行われる構成としている。   In addition, a guide body 21 is provided near the upper portion of the rising pipe portion 5, and the operation rod 7A is maintained in an upright state by inserting the operation rod 7A through a guide hole formed at the center position of the guide body 21. In addition, the guide rod is configured to smoothly move the operating rod 7A up and down.

また、本実施例では、この止水栓6により止水した際、前記暗渠管3からの流水を前記立上管部5内に導入する止水時導入管路8を設け、この止水時導入管路8を介して立上管部5に導入する流水を前記排水路2へと排水する排水管路9を設けている。   Further, in this embodiment, when water is stopped by the water stop cock 6, a water stop introduction pipe line 8 is provided for introducing the running water from the underdrain pipe 3 into the riser pipe portion 5. A drainage pipe 9 is provided for draining running water introduced into the rising pipe section 5 through the introduction pipe 8 to the drainage path 2.

具体的には、図7に示すように、前記分岐管4の横管部40の上流側の上部側面から分岐管部を立設突設し、この分岐管部は一旦上方へ延設した後、暗渠管3の下流側となる水平方向へ屈曲して前記立上管部5の下部側面であって、止水状態の止水栓6よりも上方となる位置に連結して、この分岐管部を介して横管部40の上流側(暗渠管3)と立上管部5とが連通する管路を形成し、この分岐管部による管路を前記止水時導入管路8としている。尚、この止水栓導入管路8は、分岐管4と一体成形しても良いし、別部品の管材を分岐管4に連結することで設けても良い。   Specifically, as shown in FIG. 7, after the branch pipe portion is erected from the upper side surface on the upstream side of the horizontal pipe portion 40 of the branch pipe 4, the branch pipe portion is once extended upward. The branch pipe is bent in the horizontal direction on the downstream side of the underdrain pipe 3 and is connected to a position on the lower side surface of the rising pipe portion 5 and above the water stop cock 6 in the water stop state. A pipe line is formed through which the upstream side of the horizontal pipe part 40 (underdrain pipe 3) and the rising pipe part 5 communicate with each other, and the pipe line formed by this branch pipe part is used as the water stop introduction pipe line 8. . Note that the water stop cock introduction pipe line 8 may be formed integrally with the branch pipe 4 or may be provided by connecting a pipe material of a separate part to the branch pipe 4.

また、この止水時導入管路8が立上管部5へ連結する位置とは反対側の立上管部の側面であって、止水時導入管路8の連結位置よりも上方となる位置から分岐管部を暗渠管3の下流側へ水平突設し、この分岐管部は一旦暗渠管3の下流側へ水平延設した後、暗渠管の下流側の横管部40の上部側面に連結して、この分岐管部を介して立上管部5と横管部40の下流側(暗渠管3)とが連通する管路を形成し、この管路を前記排水管路9としている。この排水管路9は、分岐管4と一体成形しても良いし、別部品の管材を分岐管4に連結することで設けても良い。   Moreover, it is a side surface of the rising pipe part opposite to the position where the introduction pipe line 8 at the time of water stop is connected to the rise pipe part 5 and is higher than the connection position of the introduction pipe line 8 at the time of water stop. The branch pipe part is horizontally projected from the position to the downstream side of the culvert pipe 3, and this branch pipe part is horizontally extended to the downstream side of the culvert pipe 3, and then the upper side surface of the horizontal pipe part 40 on the downstream side of the culvert pipe Are connected to each other to form a pipe line through which the rising pipe part 5 communicates with the downstream side of the horizontal pipe part 40 (underdrain pipe 3) via the branch pipe part. Yes. The drain pipe 9 may be integrally formed with the branch pipe 4 or may be provided by connecting a separate pipe member to the branch pipe 4.

また、本実施例では、この立上管部5内に、この立上管部5内で上下方向に伸縮調節可能な水位調節管10を設けると共に、この水位調節管10内に前記止水栓6の第一操作部7を挿通配設する構成とし、この水位調節管10に、この水位調節管10を伸縮操作して水位調節管10の上端部の位置を調節し得る第二操作部11を設けると共に、この第二操作部11は前記立上管部5の上部開口部5Aで伸縮操作し得るように設けている。   In this embodiment, a water level adjusting pipe 10 that can be adjusted in the vertical direction in the rising pipe portion 5 is provided in the rising pipe portion 5, and the water stop cock is provided in the water level adjusting pipe 10. The first operation portion 7 is inserted and disposed, and the second operation portion 11 that can adjust the position of the upper end portion of the water level adjustment pipe 10 by expanding and contracting the water level adjustment pipe 10 to the water level adjustment pipe 10. The second operation portion 11 is provided so that it can be expanded and contracted at the upper opening 5A of the riser tube portion 5.

具体的には、前記止水時導入管路8の立上管部5への連結位置よりやや上方位置に、水位調節管10の下縁を取付固定している。   Specifically, the lower edge of the water level adjusting pipe 10 is attached and fixed at a position slightly above the connection position of the water stopping introduction pipe line 8 to the rising pipe section 5.

また、水位調節管10は、立上管路5の管径よりも径小で且つ立上管路5の内面とこの水位調節管10の外面との間に流水可能な隙間を生じる径寸法の蛇腹管10を採用し、この蛇腹管10内に前記止水栓6の前記操作ロッド7Aを上下動自在に挿通配設している。   Further, the water level adjusting pipe 10 is smaller in diameter than the pipe diameter of the rising pipe 5 and has a diameter that creates a gap that allows water to flow between the inner surface of the rising pipe 5 and the outer surface of the water level adjusting pipe 10. A bellows tube 10 is employed, and the operation rod 7A of the water stop cock 6 is inserted into the bellows tube 10 so as to be movable up and down.

また、この水位調節管10の下部周縁部を立上管路5の内周面と水密状態に固定し、前記止水時導入管路8を介してこの立上管部5内に導入した水は、そのまま立上管部5の内面に沿って上昇せず、水位調節管10内へと収容されて上昇流動し、この水が水位調節管10の上端から溢れると、立上管路5の内面とこの水位調節管10の外面との間の隙間に流れ込んで落下するように構成している(図11中の矢印参照。)。   Further, the lower peripheral edge of the water level adjusting pipe 10 is fixed in a watertight state with the inner peripheral surface of the rising pipe 5, and the water introduced into the rising pipe 5 through the introduction pipe 8 at the time of water stoppage. Does not rise as it is along the inner surface of the rising pipe portion 5 but is accommodated in the water level adjusting pipe 10 and flows upward. When this water overflows from the upper end of the water level adjusting pipe 10, the rising pipe 5 It is configured to flow into a gap between the inner surface and the outer surface of the water level adjusting pipe 10 and fall (see the arrow in FIG. 11).

また、この水位調節管10の上周縁部に前記第二操作部11を突設している。   In addition, the second operation portion 11 is projected from the upper peripheral edge of the water level adjusting pipe 10.

更に詳しくは、第二操作部11は、水位調節管10の上周縁部に上方へ向けてパイプ杆を採用した操作ロッド11Aを突設し、この操作ロッド11Aの上端部に取手11Bを形成して構成している。   More specifically, the second operating portion 11 projects an operating rod 11A that employs a pipe rod upwardly toward the upper peripheral edge of the water level adjusting pipe 10, and a handle 11B is formed at the upper end of the operating rod 11A. Is configured.

また、この第二操作部11は、上端部の取手11Bが、前記水位調節管10が最も縮んだ状態で前記立上管部5の上部開口部5A付近に位置するように操作ロッド11Aの長さ寸法を設定して、この取手11Bを立上管部5の上部開口部5A付近で上下動操作して、水位調節管10を伸縮操作(水位調節管10の上端の高さを昇降操作)し得るように構成している。   In addition, the second operating portion 11 has a length of the operating rod 11A so that the handle 11B at the upper end is positioned in the vicinity of the upper opening 5A of the rising pipe portion 5 with the water level adjusting pipe 10 being most contracted. Set the dimensions and move the handle 11B up and down near the upper opening 5A of the riser 5 to expand and contract the water level adjustment tube 10 (the height of the upper end of the water level adjustment tube 10 is raised and lowered) It is configured to be able to.

また、この操作ロッド11Aには、伸縮する水位調節管10の上端の高さを示した目盛17を表示して、水位調節管10の調節状況(水位調節管10の上端部の高さ位置,即ち圃場1内の設定水位)が視認できるようにしている。   The operating rod 11A displays a scale 17 indicating the height of the upper end of the expanding and contracting water level adjusting pipe 10, and the adjustment status of the water level adjusting pipe 10 (height position of the upper end of the water level adjusting pipe 10, That is, the set water level in the field 1 is made visible.

また、この操作ロッド11Aは、図8に示すように、前記ガイド体21の偏心位置に形成したガイド孔21Aに挿通することで起立状態を保持すると共に、このガイド孔21Aによって操作ロッド11Aの上下動がスムーズに行われる構成としている。   Further, as shown in FIG. 8, the operating rod 11A is inserted into a guide hole 21A formed at an eccentric position of the guide body 21 to maintain an upright state, and the guide hole 21A allows the operating rod 11A to move up and down. The movement is performed smoothly.

また、この操作ロッド11Aは、その下端部を水位調節管10の上周縁部に対して着脱自在に螺着し、水位調節管10の上端部の位置が上方に設定された際には、この操作ロッド11Aを水位調節管10から取り外しできるようにしている。このように操作ロッド11Aを着脱できる構成としたことで、水位調節管10の上端部がどのような調節位置にあっても立上管部5の上部開口部5Aを蓋体16で閉じることが可能となり、上部開口部5A内の構成部品を太陽光の紫外線から保護して劣化を防ぐことができる。   Further, the lower end of the operation rod 11A is detachably screwed to the upper peripheral edge of the water level adjusting pipe 10, and when the position of the upper end of the water level adjusting pipe 10 is set upward, The operation rod 11A can be removed from the water level adjusting pipe 10. Since the operation rod 11A is configured to be detachable as described above, the upper opening 5A of the rising pipe portion 5 can be closed with the lid 16 regardless of the adjustment position of the upper end portion of the water level adjustment pipe 10. This makes it possible to protect the components in the upper opening 5A from the ultraviolet rays of sunlight and prevent deterioration.

また、この水位調節管10上部の操作ロッド11Aの螺着部には、操作ロッド11Aをこの螺着部に案内するための軟質のガイド棒34を設けてあり、水位調節管10の再調節の際には、パイプ状の操作ロッド11Aをガイド棒34に被嵌しこのガイド棒34に沿って下降させると前記螺着部へ操作ロッド11Aの下端部が導かれて、この操作ロッド11Aを螺着部に容易に螺着できる構成としている。尚、このガイド棒34は、蓋体16閉塞時には立上管部5内に収納しておく(図12参照。)。   In addition, a soft guide rod 34 for guiding the operating rod 11A to the screwed portion is provided at the screwed portion of the operating rod 11A above the water level adjusting tube 10, so that the water level adjusting tube 10 can be readjusted. At this time, when the pipe-shaped operating rod 11A is fitted on the guide rod 34 and lowered along the guide rod 34, the lower end portion of the operating rod 11A is guided to the screwed portion, and the operating rod 11A is screwed. The structure is such that it can be easily screwed to the attachment portion. The guide bar 34 is stored in the rising pipe portion 5 when the lid body 16 is closed (see FIG. 12).

また、前記排水管路9は、水位調節管10の下端部よりもやや上方位置の立上管部5側面から分岐する構成として、水位調節管10の上端からの溢水が落下するとこの排水管路9に流れ込んで排水部4Aから排水路2へと排出されるように構成している。   In addition, the drainage pipe 9 is configured to branch from the side of the rising pipe part 5 at a position slightly above the lower end part of the water level adjusting pipe 10, and when the overflow from the upper end of the water level adjusting pipe 10 falls, the drainage pipe line 9 9 and is discharged to the drainage channel 2 from the drainage part 4A.

従って、水位調節管10を上下方向に伸縮調節してこの水位調節管10の上端部からの溢水の高さを変更することにより、圃場1内の地下水位を調節し得るように構成している。即ち、通常時には雨水や湧水などによる圃場内の土中水の水位を調節設定し、灌漑用水パイプライン22などから取水して地下灌漑による積極的な土中水供給時においても同様に地下水位を調節設定し得る構成にしている。   Accordingly, the water level adjusting pipe 10 is vertically expanded and contracted to change the height of the overflow from the upper end of the water level adjusting pipe 10 so that the groundwater level in the field 1 can be adjusted. . In other words, the soil water level in the field is normally adjusted by rainwater or spring water, and the groundwater level is the same even when water is taken from the irrigation water pipeline 22 and is actively supplied to the soil by underground irrigation. It can be adjusted and set.

また、この際、止水栓6から漏水して排水部4Aへと水が流れ込んでしまうようであると、水位調節機能が良好に働かず地下水位の保持が不十分となってしまうが、本実施例では上記したように、止水栓6による止水作用に加えて、前記止水環帯36と前記圧接面部37との圧接止水作用により止水性を向上させているため、立上管部5(水位調節管10)内に流入した水が止水栓6から排水部4Aへと漏水することが確実に阻止されることになり、水位調節機能が確実に機能することになる構成としている。   At this time, if the water leaks from the stop cock 6 and the water flows into the drainage part 4A, the water level adjustment function does not work well and the maintenance of the groundwater level becomes insufficient. In the embodiment, as described above, in addition to the water stop action by the water stop cock 6, the water stop is improved by the pressure stop water action of the water stop ring 36 and the pressure contact surface portion 37. As a configuration in which the water flowing into the part 5 (water level adjusting pipe 10) is surely prevented from leaking from the stop cock 6 to the drainage part 4A, and the water level adjusting function functions reliably. Yes.

また、本実施例では、図7に示すように、前記止水時導入管路8に、この止水時導入管路8内と連通する水位測定管部12を立設状態に設けると共に、この水位測定管部12の上部開口部12Aを地表に露出せしめ、この水位測定管部12内に、下部にフロート13を備えた長尺測定体14を収納配設している。   Further, in this embodiment, as shown in FIG. 7, a water level measuring pipe portion 12 communicating with the inside of the water stop introduction pipe 8 is provided in the standing state in the water stop introduction pipe 8. An upper opening 12A of the water level measuring pipe part 12 is exposed to the ground surface, and a long measuring body 14 having a float 13 at the lower part is accommodated in the water level measuring pipe part 12.

具体的には、止水時導入管路8の屈曲部の上部より更に上方へ管体を延設形成してこの延設管体を前記立上管部5と並設状態に設け、この延設管を前記水位測定管部12としてこの水位測定管部12の上部開口部12Aを前記畦1Aよりやや突出するように設けている。この水位測定管部12は、止水時導入管路8と一体成形しても良いし、別部品の管材を止水時導入管路8に連結することで設けても良い。   Specifically, a tubular body is formed to extend further upward from the upper part of the bent portion of the introduction pipe line 8 at the time of water stoppage, and this extended tubular body is provided in parallel with the rising pipe portion 5. An installation pipe is used as the water level measurement pipe section 12, and an upper opening 12A of the water level measurement pipe section 12 is provided so as to slightly protrude from the flange 1A. The water level measurement pipe section 12 may be formed integrally with the water stop introduction pipe line 8 or may be provided by connecting a separate pipe member to the water stop introduction pipe line 8.

長尺測定体14は、水位測定管部12よりも径小な細筒体により構成し、この長尺測定体14の表面には圃場1の水位を示す目盛14Aを表示している。   The long measuring body 14 is constituted by a thin cylindrical body having a diameter smaller than that of the water level measuring pipe portion 12, and a scale 14A indicating the water level of the field 1 is displayed on the surface of the long measuring body 14.

また、この長尺測定体14の下部に、水位測定管部12よりも径小な棒状の前記フロート13を付設し、このフロート13を下にして長尺測定体14を水位測定管部12内に縦設状態にして収納配設している。   Further, the rod-shaped float 13 having a diameter smaller than that of the water level measuring pipe portion 12 is attached to the lower portion of the long measuring body 14, and the long measuring body 14 is placed inside the water level measuring pipe portion 12 with the float 13 facing down. It is stored in a vertical state.

従って、前記止水栓6により前記暗渠管3から前記排水部4Aへの排水を止水して前記止水時導入管路8を介し水位測定管部12内に導水した際、フロート13を介して水位測定管部12の上部開口部12Aより長尺測定体14が突出し、この突出する長尺測定体14の目盛14Aを読み取ることで、圃場1の水位(実測値)を測定し得るように構成している(図9〜図12参照。)。   Accordingly, when the drainage from the underdrain pipe 3 to the drainage section 4A is stopped by the stop cock 6 and introduced into the water level measurement pipe section 12 through the introduction pipe 8 at the time of the stoppage, the float 13 is passed through. The long measurement body 14 protrudes from the upper opening 12A of the water level measurement pipe section 12, and the water level (actual value) of the field 1 can be measured by reading the scale 14A of the protruding long measurement body 14 (See FIGS. 9 to 12).

また、水位測定管部12の上部開口部12Aには、蓋体18を開閉自在に装着しており、前記長尺測定体14によって圃場1の水位の実測値を測定したい場合には、この蓋体18を取り外す。   Further, a lid 18 is attached to the upper opening 12A of the water level measuring pipe section 12 so that it can be freely opened and closed. When the long measuring body 14 is to measure the actual value of the water level in the field 1, this lid is used. Remove body 18.

また、本実施例では、前記水位測定管部12に前記圃場1内の前記排水路2側の箇所へと通じる給水管路15を設けている。   In this embodiment, the water level measurement pipe section 12 is provided with a water supply pipe 15 that leads to a location on the drainage path 2 side in the field 1.

具体的には、図面では、前記水位調節管10の伸縮調節範囲内の高さ位置であって、水位測定管部12の上部寄りの位置の側面から水平方向に管体を突設し、この管体を圃場1の排水路2側の箇所へと突出配設してこの管体を前記給水管路15としている。この給水管路15は、水位測定管部12と一体成形しても良いし、別部品の管材を水位測定管部12に連結することで設けても良い。   Specifically, in the drawing, a pipe is projected in a horizontal direction from a side surface at a height position within the expansion and contraction adjustment range of the water level adjustment pipe 10 and closer to the upper part of the water level measurement pipe section 12. A pipe body is provided so as to project to a location on the drainage channel 2 side of the field 1, and this pipe body is used as the water supply pipe line 15. This water supply pipe line 15 may be formed integrally with the water level measurement pipe part 12 or may be provided by connecting a separate pipe member to the water level measurement pipe part 12.

従って、前記止水栓6により前記暗渠管3を止水すると共に、前記水位調節管10の上端部を前記給水管路15よりも上方に位置させると、前記止水時導入管路8を介して水位測定管部12内の水位が上昇し、給水管路15位置まで達するとこの給水管路15から圃場1内の排水路2側に給水し得るように構成している(図10,図11参照。)。   Therefore, when the underdrain pipe 3 is stopped by the stop cock 6 and the upper end portion of the water level adjusting pipe 10 is positioned above the water supply pipe 15, the water stop introduction pipe 8 is interposed. When the water level in the water level measuring pipe section 12 rises and reaches the position of the water supply pipe 15, the water supply pipe 15 can supply water to the drainage pipe 2 side in the field 1 (FIGS. 10 and 10). 11).

尚、図示したような圃場1とは異なり、田面に対して畦1Aの高さが低く、水位調節管10の伸縮調節範囲内の水位測定管部12位置に給水管路15を設けることができない場合であっても、本実施例では、水位調節管10の伸縮調節範囲外の高い位置に前記給水管路15を設けて対応することができる。   In addition, unlike the field 1 as shown in the figure, the height of the ridge 1A is low with respect to the rice field, and the water supply pipe 15 cannot be provided at the position 12 of the water level measurement pipe portion within the expansion / contraction adjustment range of the water level adjustment pipe 10. Even in this case, in the present embodiment, the water supply pipe 15 can be provided at a high position outside the expansion / contraction adjustment range of the water level adjustment pipe 10.

即ち、本実施例では、水位調節管10を前記ガイド体21の下面に密着する位置まで伸長させると、ガイド体21の下面に垂設した連結環部21B内面に水位調節管10の上周縁部の外面がパッキン35を介して止水状態で連結し、これによりこの水位調節管10内に導入して上昇する水は、前記ガイド孔21Aを介しガイド体21よりも上方の立上管部5内へと上昇流動して、水位測定管部12内の水位も上昇することになる構成としている。従って、これにより最大長とした水位調節管10の上端部の高さよりも高い位置に突設した前記給水管路15から圃場1内に給水を行うことができる。   That is, in this embodiment, when the water level adjusting pipe 10 is extended to a position where it is in close contact with the lower surface of the guide body 21, the upper peripheral edge of the water level adjusting pipe 10 is connected to the inner surface of the connecting ring portion 21B suspended from the lower surface of the guide body 21. The outer surface of the pipe is connected in a water-stopped state via the packing 35, so that the rising water introduced into the water level adjusting pipe 10 rises above the guide body 21 via the guide hole 21 </ b> A. The water level rises inward, and the water level in the water level measuring pipe section 12 also rises. Therefore, water can be supplied into the field 1 from the water supply pipe 15 protruding at a position higher than the height of the upper end of the water level adjusting pipe 10 having the maximum length.

また、このように給水管路15を水位調節管10の伸縮調節範囲外の水位測定管部12の高い位置に形成した場合、給水管路15からの給水時に誤ってキャップ15Aを外し忘れると、立上管部5内で水位が上昇し続けて蓋体16で閉塞していても上部開口部5Aから水が溢れ出して畦1Aを損傷するおそれがある。   In addition, when the water supply pipe 15 is formed at a high position of the water level measurement pipe section 12 outside the expansion adjustment range of the water level adjustment pipe 10 as described above, if the cap 15A is mistakenly forgotten when water is supplied from the water supply pipe 15, Even if the water level continues to rise in the riser 5 and is closed by the lid 16, water may overflow from the upper opening 5 </ b> A and damage the bag 1 </ b> A.

このため、本実施例では、水位測定管部12の上端部側面に前記排水路2に向けてオーバーフロー管19を突設し、前記したような万一の場合には、このオーバーフロー管19を介して排水路2へ水が排水されるように構成している(図12参照。)。尚、このオーバーフロー管19は、水位測定管部12と一体成形しても良いし、別部品の管材を水位測定管部12に連結することで設けても良い。   For this reason, in this embodiment, an overflow pipe 19 is protruded toward the drainage channel 2 on the side surface of the upper end of the water level measurement pipe section 12. The water is drained to the drainage channel 2 (see FIG. 12). The overflow pipe 19 may be formed integrally with the water level measurement pipe section 12 or may be provided by connecting a separate pipe member to the water level measurement pipe section 12.

また、本実施例では、立上管部5と水位測定管部12とに伸縮調整機構20を設け、この伸縮調整機構20により立上管部5の上部開口部5Aと水位測定管部12の上部開口部12Aの位置を、本装置を設置する畦1A等の高さに合わせて(地中に設置される暗渠管3と畦1A等の上面との間の距離に合わせて)伸縮調整できることで、この高さ合わせの際に、管の切断や接着による作業を減じて施工性を向上させる構成としている。   Further, in this embodiment, an expansion / contraction adjustment mechanism 20 is provided in the rising pipe section 5 and the water level measurement pipe section 12, and the expansion adjustment mechanism 20 allows the upper opening 5 </ b> A of the rising pipe section 5 and the water level measurement pipe section 12. The position of the upper opening 12A can be adjusted in accordance with the height of the fence 1A or the like where the apparatus is installed (according to the distance between the underdrain pipe 3 installed in the ground and the upper surface of the fence 1A or the like). In this height adjustment, the workability is improved by reducing work by cutting and bonding the pipe.

具体的には、図13に示すように、立上管部5,水位測定管部12は、いずれも下側管半体50・120と、この下側管半体50・120より径大でこの下側管半体50・120の外周にスライド自在に被嵌する上側管半体51・121とから成り、下側管半体50・120に対し上側管半体51・121を伸縮スライド調整することで、立上管部5,水位測定管部12の高さ調整が可能となる前記伸縮調整機構20を構成している。図中符号23は漏止用パッキンである。   Specifically, as shown in FIG. 13, the rising pipe portion 5 and the water level measuring pipe portion 12 are both larger in diameter than the lower pipe half 50/120 and the lower pipe half 50/120. It consists of upper pipe halves 51 and 121 that are slidably fitted on the outer peripheries of these lower pipe halves 50 and 120. By doing so, the expansion / contraction adjustment mechanism 20 is configured that enables the height adjustment of the riser pipe part 5 and the water level measurement pipe part 12 to be performed. Reference numeral 23 in the figure denotes a sealing packing.

尚、本発明は、実施例1,実施例2に限られるものではなく、各構成要件の具体的構成は適宜設計し得るものである。   Note that the present invention is not limited to the first embodiment and the second embodiment, and the specific configuration of each component can be appropriately designed.

実施例1の使用状態を示す概略説明図である。FIG. 3 is a schematic explanatory diagram illustrating a usage state of the first embodiment. 実施例1の止水栓を開放した状態を示す拡大説明側断面図である。It is an expansion explanation side sectional view showing the state where the water stop cock of Example 1 was opened. 実施例1の止水栓を閉塞し、水位調節管を上昇させて水位を上昇させた状態を示す拡大説明側断面図である。It is an expanded explanation side sectional view showing the state where the water stop cock of Example 1 was closed and the water level adjustment pipe was raised and the water level was raised. 実施例1の止水構造を示す部分拡大説明図である。2 is a partially enlarged explanatory view showing a water stop structure of Example 1. FIG. 実施例1の説明平面図である。3 is an explanatory plan view of Example 1. FIG. 実施例2の使用状態を示す概略説明図である。FIG. 6 is a schematic explanatory diagram illustrating a usage state of Example 2. 実施例2を示す説明側断面図である。6 is an explanatory side sectional view showing Example 2. FIG. 実施例2の第一操作部と第二操作部との関係を示す説明斜視図である。FIG. 10 is an explanatory perspective view illustrating a relationship between a first operation unit and a second operation unit according to the second embodiment. 実施例2の止水栓を閉塞して水位を調節した状態を示す説明側断面図である。It is explanatory side sectional drawing which shows the state which obstruct | occluded the water stop cock of Example 2, and adjusted the water level. 図9の状態から水位を更に上昇させて給水管部から圃場内の排水路側へ給水した状態を示す説明側断面図である。It is explanatory side sectional drawing which shows the state which raised the water level further from the state of FIG. 9, and was supplied to the drainage channel side in a farm field from a water supply pipe part. 図10の部分拡大図である。It is the elements on larger scale of FIG. 実施例2の水位が上昇し過ぎてオーバーフロー管から排水が行われる状態を示す説明側断面図である。It is explanatory side sectional drawing which shows the state from which the water level of Example 2 rises too much and drains from an overflow pipe. 実施例2の伸縮調整機構を示す説明側面図である。FIG. 6 is an explanatory side view showing an expansion / contraction adjustment mechanism of Example 2.

符号の説明Explanation of symbols

1 圃場
2 排水路
3 暗渠管
4 分岐管
4A 排水部
5 立上管部
5A 上部開口部
6 止水栓
7 第一操作部
8 止水時導入管路
9 排水管路
10 水位調節管
11 第二操作部
12 水位測定管部
12A 上部開口部
13 フロート
14 長尺測定体
14A 目盛
15 給水管路
24 排水管
25 第一立上管部
25A 上部開口部
26 第二立上管部
26A 上部開口部
36 止水環帯
DESCRIPTION OF SYMBOLS 1 Farm 2 Drainage channel 3 Underdrain pipe 4 Branch pipe 4A Drainage part 5 Rising pipe part 5A Upper opening part 6 Stop cock 7 First operation part 8 Introducing pipe line 9 Drainage pipe line
10 Water level control pipe
11 Second operation section
12 Water level measuring tube
12A top opening
13 Float
14 Long measuring body
14A scale
15 Water supply pipeline
24 Drain pipe
25 First riser
25A top opening
26 Second riser
26A Top opening
36 Water stop ring

Claims (8)

圃場の地下に埋設され、圃場の土中水を排水路に排水する暗渠管に対して設ける圃場用地下水位調節機能付水閘であって、前記暗渠管に連通する排水管に、近接並設状態にして第一立上管部と第二立上管部とを立設すると共に、この第一立上管部と第二立上管部の上部開口部を夫々地表に露出せしめ、この第一立上管部内に前記排水管を閉塞して排水を阻止する止水栓を開閉自在に設け、この止水栓に、この止水栓を開閉操作し得る第一操作部を設けると共に、この第一操作部は前記第一立上管部の上部開口部で開閉操作し得るように設け、この止水栓により止水した際、前記暗渠管からの流水は前記第二立上管部内に導入するように構成し、この第二立上管部に導入する流水を前記排水管内の前記止水栓よりも排水方向下流側へと排水する排水管路を設け、この第二立上管部内に、この第二立上管部内で上下方向に伸縮調節可能な水位調節管を設け、この水位調節管に、この水位調節管を伸縮操作して水位調節管の上端部の位置を調節し得る第二操作部を設けると共に、この第二操作部は前記第二立上管部の上部開口部で操作し得るように設け、この第二操作部により伸縮調節した前記水位調節管の上端部からの溢水が前記排水管路から前記排水管内の前記止水栓よりも排水方向下流側を介して前記排水路へと排水することで、圃場の土中水の地下水位を調節設定し得るように構成したことを特徴とする圃場用地下水位調節機能付水閘。   A water tank with a groundwater level adjustment function for a field that is buried under the field and drains the soil water in the field into the drainage channel, and is adjacent to the drain pipe that communicates with the light pipe The first riser pipe part and the second riser pipe part are erected and the upper openings of the first riser pipe part and the second riser pipe part are respectively exposed to the ground surface. A stop cock that closes the drain pipe to prevent drainage is provided in the riser pipe so as to be openable and closable. The stop cock is provided with a first operation section that can open and close the stop cock. One operation part is provided so that it can be opened and closed at the upper opening of the first riser pipe part, and when water is stopped by this stop cock, flowing water from the underdrain pipe is introduced into the second riser pipe part. The flowing water to be introduced into the second riser pipe is drained to the downstream side in the drainage direction from the stop cock in the drain pipe. A water pipe is provided, and a water level adjusting pipe that can be vertically adjusted in the second rising pipe is provided in the second rising pipe, and the water level adjusting pipe is expanded and contracted in the water level adjusting pipe. A second operation part that can adjust the position of the upper end of the water level adjustment pipe is provided, and the second operation part is provided so that it can be operated at the upper opening of the second riser pipe part. The overflow from the upper end of the water level adjustment pipe that has been stretched and contracted by the drainage is drained from the drainage pipe to the drainage path downstream from the stop cock in the drainage pipe to the drainage path. A water tank with a function of adjusting the groundwater level for agricultural fields, characterized in that the groundwater level of middle water can be adjusted and set. 前記排水管の排水方向に沿って近接並設状態に前記第一立上管部と前記第二立上管部とを立設すると共に、この排水管の排水方向下流側に第一立上管部を,上流側に第二立上管部を設けて、この下流側の第一立上管部内の前記止水栓で止水すると、前記暗渠管からの流水が上流側の前記第二立上管部内に導入し、この第二立上管部内に導入した流水が前記排水管路から前記排水管内の前記止水栓よりも排水方向下流側に排水するように構成したことを特徴とする請求項1記載の圃場用地下水位調節機能付水閘。   The first riser pipe part and the second riser pipe part are erected in a juxtaposed state along the drainage direction of the drainage pipe, and the first riser pipe is disposed downstream of the drainage pipe in the drainage direction. If the second riser pipe part is provided on the upstream side and water is stopped by the stop cock in the first riser pipe part on the downstream side, the flowing water from the culvert pipe is upstream of the second riser pipe part. Introduced into the upper pipe part, the flowing water introduced into the second riser pipe part is configured to drain from the drainage pipe to the downstream side in the drainage direction from the stop cock in the drainage pipe. The water tank with a groundwater level adjustment function for agricultural fields according to claim 1. 圃場の地下に埋設され、圃場の土中水を排水路に排水する暗渠管に対して設ける圃場用地下水位調節付水閘であって、前記暗渠管に連通する排水部を設けた分岐管に立上管部を立設してこの立上管部の上部開口部を地表に露出せしめ、この立上管部内に前記暗渠管から前記排水部への排水を閉塞して阻止する止水栓を開閉自在に設け、この止水栓に、この止水栓を開閉操作し得る第一操作部を設けると共に、この第一操作部は前記立上管部の上部開口部で開閉操作し得るように設け、この止水栓により止水した際、前記暗渠管からの流水を前記立上管部内に導入する止水時導入管路を設け、この止水時導入管路を介して立上管部に導入する流水を前記排水路へと排水する排水管路を設け、この立上管部内に、この立上管部内で上下方向に伸縮調節可能な水位調節管を設けると共に、この水位調節管内に前記止水栓の第一操作部を挿通配設する構成とし、この水位調節管に、この水位調節管を伸縮操作して水位調節管の上端部の位置を調節し得る第二操作部を設けると共に、この第二操作部は前記立上管部の上部開口部で操作し得るように設け、この第二操作部により伸縮調節した前記水位調節管の上端部からの溢水が前記排水管路から前記排水路へと排水することで、圃場の土中水の地下水位を調節設定し得るように構成したことを特徴とする圃場用地下水位調節機能付水閘。   A water tank with a groundwater level control for a farm that is buried underground in the field and that drains the soil water in the field into the drainage channel, and stands on a branch pipe that has a drainage unit that communicates with the conduit. An upper pipe is set up to expose the upper opening of this riser pipe to the ground surface, and a stop cock is opened and closed in this riser pipe to block and prevent drainage from the underdrain pipe to the drainage section. The faucet is provided with a first operation part that can be opened and closed, and the first operation part is provided so that it can be opened and closed at the upper opening of the riser pipe part. When the water is stopped by the water stop cock, a water stop introduction pipe is provided for introducing the running water from the culvert pipe into the rise pipe, and the rise pipe is provided via the water stop introduction pipe. A drainage pipe that drains the flowing water to be introduced into the drainage channel is provided, and this vertical pipe part is expanded and contracted vertically in the vertical pipe part. A water level control pipe that can be saved is provided, and the first operation portion of the stop cock is inserted and disposed in the water level control pipe, and the water level control pipe is expanded and contracted to the water level control pipe. The second operation part that can adjust the position of the upper end portion of the tube is provided, and the second operation part is provided so that it can be operated at the upper opening of the riser pipe part, and the expansion and contraction is adjusted by the second operation part. The groundwater for a field characterized in that the groundwater level of the soil water in the field can be adjusted and set by draining overflow water from the upper end of the water level control pipe from the drainage pipe to the drainage path. Water tank with position adjustment function. 前記止水栓の上部に上方へ向けて前記第一操作部を突設し、この第一操作部は前記水位調節管よりも径小に形成してこの第一操作部を水位調節管内に挿通配設すると共に、この第一操作部の上端部が前記立上管部の上部開口部付近に位置するように第一操作部の長さ寸法を設定して、少なくともこの第一操作部の上端部を立上管部の上部開口部で前記開閉操作し得るように構成し、前記水位調節管の上周縁部に上方へ向けて前記第二操作部を突設すると共に、この第二操作部の上端部が前記立上管部の上部開口部付近に位置するように第二操作部の長さ寸法を設定して、少なくともこの第二操作部の上端部を立上管部の上部開口部で前記伸縮操作し得るように構成したことを特徴とする請求項3記載の圃場用地下水位調節機能付水閘。   The first operation part protrudes upward from the top of the stop cock, and the first operation part is formed to have a diameter smaller than that of the water level adjustment pipe, and the first operation part is inserted into the water level adjustment pipe. And the length of the first operating portion is set so that the upper end portion of the first operating portion is positioned near the upper opening of the riser tube portion, and at least the upper end of the first operating portion is set. And the second operation part is provided so as to project upward from the upper peripheral edge of the water level adjustment pipe, and the second operation part. The length dimension of the second operation portion is set so that the upper end portion of the second operation portion is positioned near the upper opening portion of the riser tube portion, and at least the upper end portion of the second operation portion is set to the upper opening portion of the riser tube portion. The water tank with a groundwater level adjusting function for a farm according to claim 3, wherein the expansion and contraction operation can be performed. 前記止水時導入管路に、この止水時導入管路内と連通する水位測定管部を立設状態に設けると共に、この水位測定管部の上部開口部を地表に露出せしめ、この水位測定管部内に、下部にフロートを備えた長尺測定体を収納配設し、前記止水栓により前記暗渠管から前記排水部への排水を止水して前記止水時導入管路を介し水位測定管部内に導水した際、前記フロートを介して水位測定管部の上部開口部より長尺測定体が突出し、この突出する長尺測定体の長さを測定することにより前記圃場の地下水位を測定し得るように構成したことを特徴とする請求項3,4のいずれか1項に記載の圃場用地下水位調節機能付水閘。   The water level measurement pipe part communicating with the inside of the water stop time introduction pipe line is provided in an upright state in the water stop time introduction pipe line, and the upper opening of the water level measurement pipe part is exposed to the ground surface. A long measuring body with a float at the bottom is accommodated in the pipe part, the drainage from the underdrain pipe to the drainage part is stopped by the stop cock, and the water level is passed through the introduction pipe at the time of stoppage. When water is introduced into the measuring pipe, a long measuring body protrudes from the upper opening of the water level measuring pipe through the float, and the length of the protruding long measuring body is measured to determine the groundwater level of the field. The water tank with a groundwater level adjusting function for agricultural fields according to any one of claims 3 and 4, wherein the water tank is configured to be able to measure. 前記長尺測定体に前記圃場の水位を表示する目盛を形成したことを特徴とする請求項5記載の圃場用地下水位調節付水閘。   The scale for displaying the water level of the field is formed on the long measuring body. 前記水位測定管部に前記圃場内の前記排水路側の箇所へと通じる給水管路を設け、前記止水栓により前記暗渠管を止水すると共に、前記水位調節管の上端部を前記給水管路よりも上方に位置せしめることにより、前記止水時導入管路と水位測定管部とを介してこの給水管路から圃場内の排水路側の田面に給水し得るように構成したことを特徴とする請求項5,6のいずれか1項に記載の圃場用地下水位調節付水閘。   The water level measurement pipe part is provided with a water supply pipe that leads to a location on the drainage channel side in the field, and the culvert pipe is stopped by the stop cock, and the upper end of the water level adjustment pipe is connected to the water supply pipe It is configured so that water can be supplied from this water supply line to the surface on the drainage channel side in the field via the water stop introduction pipe and the water level measurement pipe part. The water tank with a groundwater level control for a farm according to any one of claims 5 and 6. 前記止水栓の上部に、この止水栓による止水時に前記第一立上管部の下部内面若しくは前記立上管部の下部内面に圧接する軟質性の止水環帯を周設したことを特徴とする請求項1〜7のいずれか1項に記載の圃場用地下水位調節付水閘。
A soft water stop ring that presses against the lower inner surface of the first riser pipe part or the lower inner surface of the riser pipe part when water is stopped by the stopcock is provided around the upper part of the stop cock. The water tank with an adjusted groundwater level for agricultural fields according to any one of claims 1 to 7.
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JP2012132252A (en) * 2010-12-22 2012-07-12 Nara Kogyo:Kk Water level adjusting type lock
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WO2018221154A1 (en) * 2017-05-31 2018-12-06 デンカ株式会社 Water gate and discharge method for water gate
KR20200041482A (en) * 2018-10-12 2020-04-22 김용원 Apparatus for supplying agricultural water semi-automatically

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CN105746310A (en) * 2016-03-03 2016-07-13 甘肃省农业科学院林果花卉研究所 Control method and device for performing trickle irrigation according to requirement of fruit tree for soil water content
CN108919858B (en) * 2018-07-25 2020-07-28 林春芬 A irrigation device that is used for interior pipeline liquid level from floater overflow that falls

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101793018A (en) * 2010-03-16 2010-08-04 武汉大学 Water level control pipe for farmland subsurface water control
JP2012132252A (en) * 2010-12-22 2012-07-12 Nara Kogyo:Kk Water level adjusting type lock
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JPWO2018221154A1 (en) * 2017-05-31 2020-04-02 デンカ株式会社 Water lock and water lock drainage method
KR20200041482A (en) * 2018-10-12 2020-04-22 김용원 Apparatus for supplying agricultural water semi-automatically
KR102215351B1 (en) * 2018-10-12 2021-02-15 김용원 Apparatus for supplying agricultural water semi-automatically

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