JP2015196954A - Ground water level adjusting lock - Google Patents

Ground water level adjusting lock Download PDF

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JP2015196954A
JP2015196954A JP2014074002A JP2014074002A JP2015196954A JP 2015196954 A JP2015196954 A JP 2015196954A JP 2014074002 A JP2014074002 A JP 2014074002A JP 2014074002 A JP2014074002 A JP 2014074002A JP 2015196954 A JP2015196954 A JP 2015196954A
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inner cylinder
outer peripheral
peripheral surface
closing cover
cylinder
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JP6342200B2 (en
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芳紀 杉本
Yoshinori Sugimoto
芳紀 杉本
國彦 坂下
Kunihiko Sakashita
國彦 坂下
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Sekisui Chemical Co Ltd
Sekisui Chemical Hokkaido Co Ltd
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Sekisui Chemical Co Ltd
Sekisui Chemical Hokkaido Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To easily and surely adjust a water level while suppressing an increase in the cost.SOLUTION: A ground water level adjusting lock 40 includes: an external cylinder 41 having an introduction port 44 connected to a culvert pipe 13 buried in the ground and a drain port 45 connected to a drain pipe 14 on a bottom portion thereof, and upwardly extended from the bottom portion; an internal cylinder 42 provided in the external cylinder 41, having a lower end connected to the drain port 45, and having a plurality of through holes 46 formed in a vertical direction; and a closing cover 43 attached to an outer peripheral surface of the internal cylinder 42 and capable of closing the through holes 46 in accordance with an attachment position in the vertical direction with respect to the internal cylinder 42. The closing cover 43 can be switched between a state of being elastically deformable in a radial direction of the internal cylinder 42 to the outer peripheral surface of the internal cylinder 42 and closing the through holes 46 by being firmly attached to the outer peripheral surface of the internal cylinder 42 and a state of being elastically deformed from the outer peripheral surface of the internal cylinder 42 to the radial direction outer peripheral side and slidably movable in the vertical direction along the internal cylinder 42.

Description

本発明は、畑等において地下水位を調整するための地下水位調整水閘に関する。   The present invention relates to a groundwater level adjusting water tank for adjusting a groundwater level in a field or the like.

畑作や稲作における作物への水分供給に、地下灌漑システムを用いることが行われている。地下灌漑システムは、用水路から用水マスを経て導入した水を、地中に埋設した暗渠管に通し、暗渠管から地中にしみ出る水によって、地中への水分供給を行っている。暗渠管の下流側には排水管が接続され、排水管は排水路に排水できるようになっている。また、排水管には、地下灌漑システムの開閉弁として水閘が設けられている。   Underground irrigation systems are used to supply water to crops in upland and rice crops. In the underground irrigation system, the water introduced from the irrigation channel through the irrigation mass is passed through the culvert pipe buried in the ground, and water is supplied to the ground by the water that oozes out from the culvert pipe into the ground. A drain pipe is connected to the downstream side of the culvert pipe so that the drain pipe can drain into the drainage channel. The drainage pipe is provided with a water tank as an open / close valve for the underground irrigation system.

ところで、畑作では、作物の種類に応じて、生育に適した地下水位が異なる。そこで、暗渠管の下流側に、地下水位を調整できる水閘が設けられている。   By the way, in field cropping, the groundwater level suitable for growth differs depending on the type of crop. Therefore, a water tank capable of adjusting the groundwater level is provided downstream of the underdrain pipe.

特許文献1には、地下水位調整水閘として、複数の水位調整孔が形成された円筒状の弁棒と、弁棒の外周部に設けられた水位調整カラーと、を備えた構成が開示されている。この構成では、水位調整カラーを上下動させることで露出させる水位調整孔を変え、地下水を調整する。   Patent Document 1 discloses a configuration including a cylindrical valve rod in which a plurality of water level adjustment holes are formed and a water level adjustment collar provided on the outer periphery of the valve rod as a groundwater level adjustment water tank. Yes. In this configuration, the water level adjusting hole exposed is changed by changing the water level adjusting hole to adjust the groundwater.

特許文献2には、上下方向で異なる高さ位置に複数の排水孔が形成された円筒状の止水筒と、止水筒の外周面に対して摺動回転可能な円筒状で、止水筒に対する回転位置に応じて異なる位置の排水孔を開放するスリットを有する回転筒と、を備える構成が開示されている。この構成では、回転筒を止水筒に対して回転させることで、スリットから露出させる排水孔を選択し、地下水位を調整する。   In Patent Document 2, a cylindrical waterstop tube in which a plurality of drain holes are formed at different height positions in the vertical direction, and a cylindrical shape that can be slidably rotated with respect to the outer peripheral surface of the waterstop tube, are rotated with respect to the waterstop tube. The structure provided with the rotation cylinder which has a slit which opens the drain hole of a different position according to a position is disclosed. In this configuration, the drainage hole exposed from the slit is selected by rotating the rotating cylinder with respect to the waterstop cylinder, and the groundwater level is adjusted.

特許第4745103号公報Japanese Patent No. 4745103 特開2012−132252号公報JP 2012-132252 A

しかしながら、特許文献1に開示された構成においては、水位調整カラーを弁棒に対して所望の高さに維持するには、弁棒の外周面と水位調整カラーの内周面との摩擦力を用いている。
このため、水位調整カラーの位置ズレを防ぐには、弁棒と水位調整カラーとの間の摩擦力を高める必要がある。しかし、摩擦力を高めると、水位調整カラーの位置を調整するのが困難になる。
一方、水位調整カラーの位置調整を容易に行うため、水位調整カラーと弁棒との間の摩擦力を小さく、つまり水位調整カラーと弁棒とのクリアランスを大きくすると、水位調整カラーの位置ズレが生じたり、水位調整カラーと弁棒とのクリアランスから水が漏出してしまう。
However, in the configuration disclosed in Patent Document 1, in order to maintain the water level adjusting collar at a desired height with respect to the valve stem, the frictional force between the outer peripheral surface of the valve stem and the inner peripheral surface of the water level adjusting collar is set. Used.
For this reason, in order to prevent displacement of the water level adjustment collar, it is necessary to increase the frictional force between the valve stem and the water level adjustment collar. However, increasing the frictional force makes it difficult to adjust the position of the water level adjustment collar.
On the other hand, in order to easily adjust the position of the water level adjustment collar, if the frictional force between the water level adjustment collar and the valve stem is reduced, that is, if the clearance between the water level adjustment collar and the valve stem is increased, the misalignment of the water level adjustment collar will occur. Or water leaks from the clearance between the water level adjustment collar and the valve stem.

これに対し、特許文献2に開示された構成では、止水筒に対して回転筒を回転させるため、より小さな力で回転筒を回転させて、水位調整を容易に行える。そして、回転筒は上下動ではなく回転動作を行うので、自重による位置ズレは生じない。
しかし、特許文献2に開示された構成では、止水筒と回転筒、さらに回転筒を回転させるためのハンドル等も必要となり、部品点数が増えてコスト増に繋がるという問題があった。
On the other hand, in the configuration disclosed in Patent Document 2, since the rotating cylinder is rotated with respect to the water blocking cylinder, the water level can be easily adjusted by rotating the rotating cylinder with a smaller force. And since a rotation cylinder performs rotation operation instead of a vertical motion, the position shift by dead weight does not arise.
However, the configuration disclosed in Patent Document 2 requires a water stop tube, a rotating tube, and a handle for rotating the rotating tube, which increases the number of parts, leading to an increase in cost.

本発明は、上述する問題点に鑑みてなされたもので、コスト増を抑えつつ、水位調整を容易かつ確実に行うことができる地下水位調整水閘を提供することを目的とする。   The present invention has been made in view of the above-described problems, and an object of the present invention is to provide a groundwater level adjustment water tank capable of easily and reliably adjusting the water level while suppressing an increase in cost.

本発明は、上記課題を解決するため、以下の手段を採用する。
本発明に係る地下水位調整水閘は、地中に埋設された暗渠管に接続される導入口および排水管に接続される排水口を底部に備え、該底部から上方に向けて延びる外筒と、前記外筒内に設けられるとともに下端が前記排水口に接続され、上下方向に複数の貫通孔が形成された内筒と、前記内筒の外周面に装着され、前記内筒に対する上下方向の装着位置に応じて複数の前記貫通孔を閉塞可能な閉塞カバーと、を備え、前記閉塞カバーは、前記内筒の外周面に対して前記内筒の径方向に弾性変形可能に装着され、前記内筒の外周面に密着して前記貫通孔を閉塞する状態と、前記内筒の外周面から径方向外周側に弾性変形し、前記内筒に沿って上下方向にスライド移動可能な状態と、の間で変形可能とされていることを特徴とする。
The present invention employs the following means in order to solve the above problems.
The groundwater level adjustment water tank according to the present invention comprises an inlet connected to a culvert pipe buried in the ground and a drain outlet connected to a drain pipe at the bottom, an outer cylinder extending upward from the bottom, and An inner cylinder that is provided in the outer cylinder and has a lower end connected to the drain port and formed with a plurality of through holes in the vertical direction, and is mounted on the outer peripheral surface of the inner cylinder, and is mounted in the vertical direction on the inner cylinder A closing cover capable of closing the plurality of through-holes depending on the position, and the closing cover is attached to the outer peripheral surface of the inner cylinder so as to be elastically deformable in the radial direction of the inner cylinder, A state in which the through-hole is closed in close contact with the outer peripheral surface of the cylinder, and a state in which the outer cylinder is elastically deformed radially outward from the outer peripheral surface of the inner cylinder and is slidable in the vertical direction along the inner cylinder. It is characterized by being deformable between.

このような構成によれば、内筒に対する閉塞カバーの位置を上下方向に変更することで、複数の貫通孔を適宜閉塞することができ、地下水位を調整することができる。そして、閉塞カバーを上下方向に移動させるときには、閉塞カバーを弾性変形させて内筒の径方向外方に広げることによって、閉塞カバーを容易にスライド移動させることができる。そして、閉塞カバーの移動後は、弾性により径方向内方に変形して元の形状に戻ることで、閉塞カバーは外周面に密着する。
このような構成は、閉塞カバーを径方向に弾性変形可能とすればよいので、簡易な構成で実現することができる。
According to such a configuration, by changing the position of the closing cover relative to the inner cylinder in the vertical direction, the plurality of through holes can be appropriately closed, and the groundwater level can be adjusted. When the closing cover is moved in the vertical direction, the closing cover can be easily slid by being elastically deformed and expanded outward in the radial direction of the inner cylinder. And after the movement of the closing cover, the closing cover is brought into close contact with the outer peripheral surface by being deformed radially inward and returning to its original shape.
Such a configuration can be realized with a simple configuration because the closing cover only needs to be elastically deformable in the radial direction.

また、本発明に係る地下水位調整水閘において、前記閉塞カバーは、周方向の一部が切り欠かれた断面C字状の筒状をなしているようにしてもよい。   Moreover, in the underground water level adjusting water tank according to the present invention, the blocking cover may have a cylindrical shape with a C-shaped cross-section with a part of the circumferential direction cut away.

このように構成することで、閉塞カバーは、切り欠かれた部分を広げることで、簡易な構成により、内筒の径方向に弾性変形可能とすることができる。   By comprising in this way, the obstruction | occlusion cover can be made elastically deformable to the radial direction of an inner cylinder by simple structure by expanding the notched part.

また、本発明に係る地下水位調整水閘は、前記閉塞カバーの外周部に設けられ、前記閉塞カバーの径方向外周側への変形を拘束する拘束部材を備えるようにしてもよい。   Moreover, the underground water level adjusting water tank according to the present invention may be provided with a restraining member that is provided on an outer peripheral portion of the closing cover and restrains deformation of the closing cover toward a radially outer peripheral side.

このように構成することで、閉塞カバーが内筒の外周面に密着して貫通孔を閉塞する状態に確実に維持することができる。   By comprising in this way, the obstruction | occlusion cover can contact | adhere to the outer peripheral surface of an inner cylinder, and it can maintain reliably the state which obstruct | occludes a through-hole.

また、本発明に係る地下水位調整水閘において、前記内筒は、前記排水口に対して着脱可能に接続されるようにしてもよい。   Moreover, in the underground water level adjusting water tank according to the present invention, the inner cylinder may be detachably connected to the drain port.

このように構成することで、暗渠管から流れ込む水を排水口にそのまま流すことができ、暗渠管のフラッシングを行うことができる。   By comprising in this way, the water which flows in from a culvert tube can be poured into a drain outlet as it is, and the culvert tube can be flushed.

また、本発明に係る地下水位調整水閘は、前記内筒の上端部の外周面に開口部が形成され、前記外筒の内周面に、前記開口部に挿通させることで前記内筒を前記排水口から取り外した状態で係止する係止部が設けられているようにしてもよい。   In the groundwater level adjusting water tank according to the present invention, an opening is formed in the outer peripheral surface of the upper end portion of the inner cylinder, and the inner cylinder is inserted into the inner peripheral surface of the outer cylinder by inserting the inner cylinder into the opening. You may make it provide the latching | locking part latched in the state removed from the drain outlet.

このように構成することで、排水口から取り外した内筒の開口部を係止部に係止させることで、内筒を外筒内に収容したままフラッシングを行うことができる。   By configuring in this way, flushing can be performed while the inner cylinder is housed in the outer cylinder by locking the opening of the inner cylinder removed from the drain port with the locking portion.

本発明に係る地下水位調整水閘によれば、簡易な構成により、閉塞カバーの移動を容易に行いつつ、移動後の閉塞カバーの位置を確実に固定できるので、コスト増を抑えつつ、水位調整を容易かつ確実に行うことが可能となる。   According to the water table for adjusting the groundwater level according to the present invention, the position of the closed cover after movement can be reliably fixed with a simple configuration while easily moving the closed cover, so that the water level can be adjusted while suppressing an increase in cost. It becomes possible to carry out easily and reliably.

本発明の一実施形態に係る地下水位調整水閘を用いた地下灌漑システムの全体構成を示す模式図であり、畑作を行う場合の構成を示す断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic diagram which shows the whole structure of the underground irrigation system using the groundwater level adjustment water tank which concerns on one Embodiment of this invention, and is sectional drawing which shows the structure in the case of performing field cropping. 地下水位調整水閘に備えられた内筒および閉塞カバーを示す図であり、(a)は正面図、(b)は側面図である。It is a figure which shows the inner cylinder and obstruction | occlusion cover with which the groundwater level adjustment water tank was equipped, (a) is a front view, (b) is a side view. 内筒を外筒の排水口から引き抜いて、係止部に係止させた状態を示す図である。It is a figure which shows the state which pulled out the inner cylinder from the drain outlet of the outer cylinder, and was made to latch to a latching | locking part. 本実施形態の地下灌漑システムで稲作を行う場合の構成を示す断面図である。It is sectional drawing which shows the structure in the case of performing rice cultivation with the underground irrigation system of this embodiment. 上記地下水位調整水閘の変形例の構成を示す図であり、(a)は貫通孔を永孔とした内筒を示す正面図、(b)は(a)の側面図、(c)は(a)の背面図である。It is a figure which shows the structure of the modification of the said groundwater level adjustment water tank, (a) is a front view which shows the inner cylinder which used the through-hole as the permanent hole, (b) is a side view of (a), (c) is ( It is a rear view of a). 上記地下水位調整水閘の他の変形例の構成を示す図であり、(a)は、回転式の閉塞カバーを設けた内筒を示す正面図、(b)は(a)の側面図である。It is a figure which shows the structure of the other modification of the said groundwater level adjustment water tank, (a) is a front view which shows the inner cylinder which provided the rotary type | mold obstruction | occlusion cover, (b) is a side view of (a). . 図6の要部を示す斜視図である。It is a perspective view which shows the principal part of FIG. 上記地下水位調整水閘のさらに他の変形例の構成を示す図であり、ゴム製の閉塞カバーを設けた内筒を備える地下水位調整水閘の一部断面図である。It is a figure which shows the structure of the other modification of the said groundwater level adjustment water tank, and is a partial cross section figure of a groundwater level adjustment water tank provided with the inner cylinder which provided the obstruction cover made from rubber | gum. ゴム製の閉塞カバーの下端部の拡大断面図である。It is an expanded sectional view of the lower end part of a rubber closure cover. 畑作専用の用水マスを示す図であり、(a)は平面図、(b)は断面図である。It is a figure which shows the water mass only for field crops, (a) is a top view, (b) is sectional drawing.

以下、添付図面を参照して、本発明による地下水位調整水閘を実施するための形態を説明する。しかし、本発明はこの実施形態のみに限定されるものではない。   Hereinafter, with reference to an accompanying drawing, the form for carrying out the groundwater level adjustment water tank by the present invention is explained. However, the present invention is not limited only to this embodiment.

図1は、本発明の一実施形態に係る地下水位調整水閘を用いた地下灌漑システムの全体構成を示す模式図である。図2は、地下水位調整水閘に備えられた内筒および閉塞カバーを示す図であり、(a)は正面図、(b)は側面図である。図3は、内筒を外筒の排水口から引き抜いて、係止部に係止させた状態を示す図である。図4は、本実施形態の地下灌漑システムで稲作を行う場合の構成を示す断面図である   FIG. 1 is a schematic diagram showing an overall configuration of an underground irrigation system using an underground water level adjusting water tank according to an embodiment of the present invention. FIG. 2 is a view showing an inner cylinder and a closing cover provided in the underground water level adjusting water tank, wherein (a) is a front view and (b) is a side view. FIG. 3 is a view showing a state in which the inner cylinder is pulled out from the drain port of the outer cylinder and is locked by the locking portion. FIG. 4 is a cross-sectional view showing a configuration when rice cultivation is performed in the underground irrigation system of the present embodiment.

図1に示すように、地下灌漑システム10は、用水路(外部)1に接続された用水マス20と、用水マス20に接続されて下方に延びる給水管12と、給水管12に接続され、所定の水勾配で地中に埋設された暗渠管13と、暗渠管13の下流側に接続された地下水位調整水閘40と、地下水位調整水閘40と排水路2との間に接続された排水管14と、を備えている。   As shown in FIG. 1, an underground irrigation system 10 includes a water mass 20 connected to a water channel (external) 1, a water supply pipe 12 connected to the water mass 20 and extending downward, and a water supply pipe 12 connected to a predetermined water pipe. Underground pipe 13 buried in the ground with a water gradient, groundwater level adjustment tank 40 connected downstream of the underdrain pipe 13, and drainage pipe connected between the groundwater level adjustment tank 40 and the drainage channel 2 14.

用水マス20は、マス本体21と、ストレーナー25と、蓋体28と、を備えている。
マス本体21は、上方に形成された開口部21aと、側面に形成された吸水口22および側部排水口24と、底面に形成された底部排水口23と、を有している。
The water mass 20 includes a mass main body 21, a strainer 25, and a lid body 28.
The mass body 21 has an opening 21a formed on the upper side, a water inlet 22 and a side drain 24 formed on the side surface, and a bottom drain 23 formed on the bottom surface.

吸水口22には、取水管11が接続され、用水路1からマス本体21内に水が取り込まれる。この吸水口22は、複数設けられていてもよい。   The intake pipe 11 is connected to the water inlet 22, and water is taken into the mass body 21 from the irrigation channel 1. A plurality of the water inlets 22 may be provided.

側部排水口24は、水田に水を供給する水供給管15(図4参照)が接続可能とされる。この側部排水口24は、着脱可能な止水栓26により閉塞可能となっている。止水栓26は、飛散や盗難防止のため、不図示のチェーンやワイヤ等によりマス本体21に接続しておくのが好ましい。   The side water outlet 24 can be connected to a water supply pipe 15 (see FIG. 4) that supplies water to the paddy field. The side drain port 24 can be closed by a detachable stop cock 26. The water stop cock 26 is preferably connected to the mass body 21 by a chain, a wire, etc. (not shown) in order to prevent scattering and theft.

底部排水口23には、下方に延びる給水管12が接続される。この底部排水口23に、ストレーナー25が装着される。
ストレーナー25は、筒状で、両端部にそれぞれ底部排水口23に挿入可能な挿入部25a,25bを有している。挿入部25a,25bは、先端に向かうにしたがいその外径が漸次縮小するテーパ状とされている。これにより、挿入部25a,25bを底部排水口23に挿入すると、挿入部25a,25bと底部排水口23とが密着し、止水性が保たれるようになっている。
ストレーナー25において、挿入部25a,25bの間の中間部には、ストレーナー25の内外を貫通する複数の流入孔25cが形成されている。これら流入孔25cを通して、マス本体21内からストレーナー25内に水が流入する。
A water supply pipe 12 extending downward is connected to the bottom drain port 23. A strainer 25 is attached to the bottom drain port 23.
The strainer 25 is cylindrical and has insertion portions 25a and 25b that can be inserted into the bottom drainage port 23 at both ends. The insertion portions 25a and 25b are tapered so that the outer diameter gradually decreases as they approach the tip. Accordingly, when the insertion portions 25a and 25b are inserted into the bottom drainage port 23, the insertion portions 25a and 25b and the bottom drainage port 23 are brought into close contact with each other, so that the water stoppage is maintained.
In the strainer 25, a plurality of inflow holes 25c penetrating the inside and outside of the strainer 25 are formed in an intermediate portion between the insertion portions 25a and 25b. Water flows into the strainer 25 from the mass body 21 through the inflow holes 25c.

このようなストレーナー25において、一方の挿入部25bは閉塞板27により閉塞された閉塞端とされ、他方の挿入部25aは開放された開放端とされている。
このストレーナー25は、開放端側の挿入部25aを底部排水口23に挿入した場合、吸水口22を通して用水路1からマス本体21に取り込まれた水は、流入孔25cを通してストレーナー25内に流入し、開放端側の挿入部25aを通って底部排水口23から送り出される。
また、ストレーナー25における閉塞端側の挿入部25bを底部排水口23に挿入した場合、底部排水口23が閉塞板27により閉塞される。すると、底部排水口23からの排水が遮断される。
In such a strainer 25, one insertion portion 25b is a closed end closed by a closing plate 27, and the other insertion portion 25a is an open open end.
In the strainer 25, when the insertion portion 25a on the open end side is inserted into the bottom drain port 23, the water taken into the mass body 21 from the water channel 1 through the water suction port 22 flows into the strainer 25 through the inflow hole 25c, It is sent out from the bottom drainage port 23 through the insertion portion 25a on the open end side.
Further, when the insertion portion 25 b on the closed end side of the strainer 25 is inserted into the bottom drainage port 23, the bottom drainage port 23 is blocked by the blocking plate 27. Then, the drainage from the bottom drainage port 23 is blocked.

給水管12は、用水マス20の底部排水口23から送り出された水が流れ込む。この給水管12には、所定の水勾配で地中に埋設された暗渠管13が接続されている。
暗渠管13には、不図示の貫通孔が多数形成されており、給水管12から流れ込んだ水が地中に染み出すようになっている。
The water supplied from the bottom drain outlet 23 of the water mass 20 flows into the water supply pipe 12. A culvert pipe 13 embedded in the ground with a predetermined water gradient is connected to the water supply pipe 12.
A large number of through holes (not shown) are formed in the culvert pipe 13 so that water flowing from the water supply pipe 12 oozes out into the ground.

地下水位調整水閘40は、暗渠管13の下流側に接続されている。
地下水位調整水閘40は、外筒41と、外筒41内に設けられた内筒42と、内筒42の外周面42fに装着された閉塞カバー43と、を備えている。
The groundwater level adjusting water tank 40 is connected to the downstream side of the underdrain pipe 13.
The groundwater level adjusting water tank 40 includes an outer cylinder 41, an inner cylinder 42 provided in the outer cylinder 41, and a closing cover 43 attached to the outer peripheral surface 42 f of the inner cylinder 42.

外筒41は、円筒状で、上下方向に延び、その上端部が地表よりも上方に突出し、残りの部分が地中に埋設されて設けられている。外筒41は、その底部に、暗渠管13に接続される導入口44と、排水管14に接続される排水口45とが形成されている。
また、外筒41の上端部は開口しており、蓋体47が着脱可能に装着されている。この蓋体47は、その飛散や紛失、盗難を防ぐため、チェーンやワイヤ47Lを介して外筒41に接続するのが好ましい。
The outer cylinder 41 is cylindrical and extends in the vertical direction. The upper end of the outer cylinder 41 protrudes upward from the ground surface, and the remaining part is embedded in the ground. The outer cylinder 41 has an introduction port 44 connected to the underdrain pipe 13 and a drainage port 45 connected to the drainage pipe 14 at the bottom.
Moreover, the upper end part of the outer cylinder 41 is opening, and the cover body 47 is mounted | worn so that attachment or detachment is possible. The lid 47 is preferably connected to the outer cylinder 41 via a chain or a wire 47L in order to prevent scattering, loss, and theft.

内筒42は、外筒41内に設けられ、下端部42bが排水口45に接続されている。図1,図2に示すように、この内筒42は、上下方向に間隔を空けて複数の貫通孔46が形成されている。各貫通孔46は、例えば円形とされている。内筒42の下端部42bは、下方に向かうに従いその外径が漸次縮小するテーパ状とされ、排水口45に対して密着し、止水性が保たれるようになっている。
この内筒42は、その下端部42bを排水口45から上方に引き抜いて取り外すことができるようになっている。
The inner cylinder 42 is provided in the outer cylinder 41, and the lower end portion 42 b is connected to the drain port 45. As shown in FIGS. 1 and 2, the inner cylinder 42 has a plurality of through holes 46 formed at intervals in the vertical direction. Each through hole 46 is, for example, circular. The lower end portion 42b of the inner cylinder 42 has a tapered shape in which the outer diameter gradually decreases as it goes downward, so that the inner cylinder 42 is in close contact with the drainage port 45, and waterstop is maintained.
The inner cylinder 42 can be removed by pulling the lower end portion 42b upward from the drain port 45.

また、内筒42の上端部には、その内外を貫通する開口部48A,48Bが形成されている。一方の第1開口部48Aは、内筒42を持ち上げるときの取っ手として用いることができる大きさに形成されている。他方の第2開口部48Bは、内筒42を外筒41に係止させるための係止孔として用いられる。
外筒41の内周面の上部には、ビス等からなり、第2開口部48Bに挿通させることで内筒42を排水口45から取り外した状態で係止する係止部49が設けられている。
Further, openings 48A and 48B penetrating the inside and outside of the inner cylinder 42 are formed at the upper end portion. One first opening 48A is formed in a size that can be used as a handle when the inner cylinder 42 is lifted. The other second opening 48B is used as a locking hole for locking the inner cylinder 42 to the outer cylinder 41.
An upper portion of the inner peripheral surface of the outer cylinder 41 is made of a screw or the like, and is provided with a locking portion 49 that locks the inner cylinder 42 in a state of being removed from the drain port 45 by being inserted through the second opening 48B. Yes.

閉塞カバー43は、内筒42の外周面42fに装着されている。この閉塞カバー43は、周方向の一部が切り欠かれた断面C字状の筒状をなしている。このような閉塞カバー43は、内筒42の外周面42fに対し、内筒42の径方向に弾性変形可能とされている。これにより、閉塞カバー43は、内筒42の外周面42fに密着して貫通孔46を閉塞する状態と、内筒42の外周面42fから径方向外周側に弾性変形して拡径し、内筒42に沿って上下方向にスライド移動可能な状態との間で切り替え可能とされている。そして、この閉塞カバー43は、内筒42に対する上下方向の装着位置に応じて複数の貫通孔46を閉塞可能となっている。   The closing cover 43 is attached to the outer peripheral surface 42 f of the inner cylinder 42. The closing cover 43 has a cylindrical shape with a C-shaped cross-section with a part cut away in the circumferential direction. Such a closing cover 43 can be elastically deformed in the radial direction of the inner cylinder 42 with respect to the outer peripheral surface 42 f of the inner cylinder 42. As a result, the closing cover 43 is in close contact with the outer peripheral surface 42f of the inner cylinder 42 and closes the through hole 46, and is elastically deformed radially outward from the outer peripheral surface 42f of the inner cylinder 42 to expand the inner diameter. It is possible to switch between a state in which sliding movement is possible in the vertical direction along the cylinder 42. The closing cover 43 can close the plurality of through holes 46 according to the mounting position in the vertical direction with respect to the inner cylinder 42.

また、閉塞カバー43の外周部には、閉塞カバー43の径方向外周側への変形を拘束する拘束バンド(拘束部材)50が、上下方向に間隔を空けて複数(図2では2つ)設けられている。拘束バンド50は、不図示のバックル部を備え、その周長を変更できるとともに、任意の周長で固定できるようになっている。このような拘束バンド50により、閉塞カバー43が内筒42の外周面42fに密着して貫通孔46を閉塞し、内筒42に沿う上下方向の移動が規制され固定された状態に維持することができる。
また、拘束バンド50を緩めると、閉塞カバー43を径方向外方に弾性変形させて拡径することができ、閉塞カバー43の位置調整を容易に行うことができる。
Further, a plurality (two in FIG. 2) of restraining bands (restraining members) 50 restraining the deformation of the closing cover 43 in the radial direction outer peripheral side are provided on the outer peripheral portion of the closing cover 43 at intervals in the vertical direction. It has been. The restraint band 50 includes a buckle portion (not shown), and can change the circumference thereof and can be fixed at an arbitrary circumference. By such a restraining band 50, the closing cover 43 is in close contact with the outer peripheral surface 42f of the inner cylinder 42 to close the through hole 46, and the vertical movement along the inner cylinder 42 is restricted and maintained in a fixed state. Can do.
Further, when the restraining band 50 is loosened, the closing cover 43 can be elastically deformed radially outward to increase the diameter, and the position adjustment of the closing cover 43 can be easily performed.

次に、上記したような地下灌漑システム10の利用方法について、図面に基づいて説明する。   Next, a method of using the underground irrigation system 10 as described above will be described based on the drawings.

(畑作の場合)
まず、畑作を行う場合、図1に示すように、用水マス20において、側部排水口24を止水栓26で閉塞する。また、底部排水口23において、ストレーナー25を、開放端側の挿入部25aを底部排水口23に挿入してセットする。
また、地下水位調整水閘40においては、所望の地下水位に応じて閉塞カバー43の高さを予め調整する。地下水位は、閉塞カバー43の上方に露出している貫通孔46の位置に応じて決まる。例えば、閉塞カバー43で全ての貫通孔46を閉塞した場合には、地下水位が内筒42の上端部と同レベルとなる。
(For field crops)
First, when performing field cropping, as shown in FIG. 1, in the water mass 20, the side drain port 24 is closed with a stop cock 26. At the bottom drain 23, the strainer 25 is set by inserting the open end side insertion portion 25a into the bottom drain 23.
Moreover, in the underground water level adjustment water tank 40, the height of the obstruction | occlusion cover 43 is adjusted beforehand according to a desired groundwater level. The groundwater level is determined according to the position of the through hole 46 exposed above the closing cover 43. For example, when all the through holes 46 are closed by the closing cover 43, the groundwater level is the same level as the upper end portion of the inner cylinder 42.

そして、用水マス20の底部排水口23から暗渠管13に送り込まれた水は、暗渠管13から地中に染み出し、灌漑を行うことができる。このとき、地下水位調整水閘40の外筒41内では、閉塞カバー43の上方に露出した貫通孔46から水が内筒42内に流れ込む。閉塞カバー43で全ての貫通孔46を閉塞した場合、外筒41内の水は、内筒42の上端部から内筒42内に流れ込む。
内筒42内に流れ込んだ水は、内筒42の下端部42bから排水口45、排水管14を経て排水路2に排出される。これにより、地下水位は、地下水位調整水閘40の外筒41内の水位レベルと同じレベルとなる。
And the water sent into the underdrain pipe 13 from the bottom part drain outlet 23 of the water mass 20 oozes out into the ground from the underdrain pipe 13, and can perform irrigation. At this time, in the outer cylinder 41 of the groundwater level adjusting water tank 40, water flows into the inner cylinder 42 from the through hole 46 exposed above the closing cover 43. When all the through holes 46 are closed with the closing cover 43, the water in the outer cylinder 41 flows into the inner cylinder 42 from the upper end portion of the inner cylinder 42.
The water that has flowed into the inner cylinder 42 is discharged from the lower end portion 42 b of the inner cylinder 42 to the drainage channel 2 through the drainage port 45 and the drainage pipe 14. Thereby, the groundwater level becomes the same level as the water level in the outer cylinder 41 of the groundwater level adjusting water tank 40.

(フラッシングを行う場合)
また、地下灌漑システム10では、使用しているうちに、暗渠管13内に草や土砂等が流れ込む。そこで、適宜タイミングで、以下のようにフラッシングを実行するのが好ましい。
フラッシングを行うには、図3に示すように、地下水位調整水閘40において、内筒42を排水口45から上方に引き抜く。このとき、内筒42は、上端部の第1開口部48Aの部分を取っ手として掴むことで、容易に引き上げることができる。そして、排水口45から引き抜いた内筒42は、第2開口部48Bを外筒41の内周面に設けられた係止部49に係止させる。これにより、排水口45から引き抜いた内筒42を、外筒41内に収容したままの状態で外筒41に係止させることができる。
フラッシングの終了後は、内筒42を係止部49から取り外し、下端部42bを排水口45に挿入する。
(When flushing)
In the underground irrigation system 10, grass, earth and sand, etc. flow into the underdrain pipe 13 during use. Therefore, it is preferable to perform flushing as follows at an appropriate timing.
In order to perform flushing, as shown in FIG. 3, the inner cylinder 42 is pulled upward from the drainage port 45 in the groundwater level adjustment water tank 40. At this time, the inner cylinder 42 can be easily pulled up by grasping the portion of the first opening 48A at the upper end as a handle. Then, the inner cylinder 42 pulled out from the drain port 45 causes the second opening 48B to be locked to a locking portion 49 provided on the inner peripheral surface of the outer cylinder 41. As a result, the inner cylinder 42 pulled out from the drainage port 45 can be locked to the outer cylinder 41 while being accommodated in the outer cylinder 41.
After completion of the flushing, the inner cylinder 42 is removed from the locking portion 49 and the lower end portion 42 b is inserted into the drain port 45.

(稲作を行う場合)
さらに、稲作を行う場合には、図4に示すように、用水マス20において、側部排水口24から止水栓26(図1)を取り外し、側部排水口24を開放する。そして、側部排水口24には、水供給管15を接続する。
また、底部排水口23において、ストレーナー25を、閉塞端側の挿入部25bを底部排水口23に挿入してセットする。これにより、底部排水口23が閉塞板27により閉塞され、底部排水口23からの排水が遮断される。
(When rice cultivation)
Furthermore, when performing rice cultivation, as shown in FIG. 4, in the water mass 20, the stop cock 26 (FIG. 1) is removed from the side drain outlet 24, and the side drain outlet 24 is opened. A water supply pipe 15 is connected to the side drain port 24.
In addition, the strainer 25 is set at the bottom drainage port 23 by inserting the insertion portion 25 b on the closed end side into the bottom drainage port 23. As a result, the bottom drain port 23 is blocked by the blocking plate 27 and the drainage from the bottom drain port 23 is blocked.

そうすると、用水路1から用水マス20に送り込まれた水は、側部排水口24を通り、水田3に送り込まれる。   Then, the water sent from the irrigation channel 1 to the irrigation mass 20 is sent to the paddy field 3 through the side drainage port 24.

上述したような構成によれば、地下水位調整水閘40は、内筒42に対する閉塞カバー43の位置を上下方向に変更することで、複数の貫通孔46を適宜閉塞して、地下水位を調整することができる。そして、閉塞カバー43を上下方向に移動させるときには、閉塞カバー43を弾性変形させて内筒42の径方向外方に広げる。これによって、閉塞カバー43と内筒42の外周面42fとの間の摩擦を最小限とすることができ、軽い力で閉塞カバー43を移動できるようになる。そして、閉塞カバー43は、その移動後に弾性により径方向内方に変形して元の形状に戻ることで外周面42fに密着する。したがって、閉塞カバー43の位置を確実に固定でき、水が漏れるのを防ぐことができる。   According to the configuration as described above, the groundwater level adjusting water tank 40 adjusts the groundwater level by appropriately closing the plurality of through holes 46 by changing the position of the closing cover 43 with respect to the inner cylinder 42 in the vertical direction. be able to. When the closing cover 43 is moved in the vertical direction, the closing cover 43 is elastically deformed and spread outward in the radial direction of the inner cylinder 42. Thus, friction between the closing cover 43 and the outer peripheral surface 42f of the inner cylinder 42 can be minimized, and the closing cover 43 can be moved with a light force. Then, the closing cover 43 is brought into close contact with the outer peripheral surface 42f by being deformed radially inward by its elasticity and returning to its original shape. Therefore, the position of the closing cover 43 can be fixed securely, and water can be prevented from leaking.

さらに、閉塞カバー43の外周部に、閉塞カバー43の径方向外周側への変形を拘束する拘束バンド50をさらに備えるようにしたので、閉塞カバー43を、内筒42の外周面42fに密着させて位置ズレを防ぎ、貫通孔46を閉塞する状態に確実に維持することが可能となる。
また、閉塞カバー43は、周方向の一部が切り欠かれた断面C字状の筒状をなしている。このように構成することで、閉塞カバー43を、簡易な構成により、内筒42の径方向に弾性変形可能とすることができる。
このようにして、地下水位調整水閘40は、簡易な構成により、閉塞カバー43の移動を容易に行いつつ、移動後の閉塞カバー43の位置を確実に固定できるので、コスト増を抑えつつ、水位調整を容易かつ確実に行うことが可能となる。
Furthermore, since the outer periphery of the closing cover 43 is further provided with a restraining band 50 that restrains deformation of the closing cover 43 in the radially outer peripheral side, the closing cover 43 is brought into close contact with the outer peripheral surface 42f of the inner cylinder 42. Therefore, it is possible to prevent misalignment and reliably maintain the through hole 46 closed.
Further, the closing cover 43 has a cylindrical shape with a C-shaped cross-section with a part of the circumferential direction cut away. With this configuration, the closing cover 43 can be elastically deformed in the radial direction of the inner cylinder 42 with a simple configuration.
In this way, the groundwater level adjusting water tank 40 can easily fix the position of the closed cover 43 after the movement while easily moving the closed cover 43 with a simple configuration. Adjustment can be performed easily and reliably.

また、地下水位調整水閘40において、内筒42は、排水口45に対して着脱可能に接続されている。このように構成することで、暗渠管13から流れ込む水を排水口45にそのまま流すことができ、暗渠管13のフラッシングを行うことが可能となる。   Further, in the underground water level adjusting water tank 40, the inner cylinder 42 is detachably connected to the drain port 45. By comprising in this way, the water which flows in from the underdrain pipe 13 can be made to flow into the drain outlet 45 as it is, and the underdrain pipe 13 can be flushed.

さらに、内筒42の上端部に第2開口部48Bが形成され、外筒41の内周面に、内筒42を係止する係止部49が設けられている。このように構成することで、排水口45から取り外した内筒42の第2開口部48Bを係止部49に係止させて、内筒42を外筒41内に収容したままフラッシングを行うことができる。したがって、内筒42を外筒41の外に出して誤って破損させることを防ぐことができる。   Further, a second opening 48B is formed at the upper end of the inner cylinder 42, and a locking portion 49 for locking the inner cylinder 42 is provided on the inner peripheral surface of the outer cylinder 41. With this configuration, the second opening 48B of the inner cylinder 42 removed from the drain port 45 is locked to the locking portion 49, and flushing is performed while the inner cylinder 42 is housed in the outer cylinder 41. Can do. Therefore, it is possible to prevent the inner cylinder 42 from being taken out of the outer cylinder 41 and accidentally damaged.

また、用水マス20は、稲作時には、底部排水口23を閉塞することで、吸水口22を通して外部からマス本体21に取り込んだ水を、側部排水口24から水供給管15を通し、水田3に供給することができる。また、畑作時には、側部排水口24を閉塞すれば、底部排水口23から暗渠管13を通し、地中に水を供給することができる。このようにして一つの用水マス20で、稲作時と畑作時の双方に対して水を供給することが可能となる。   In addition, the water mass 20 closes the bottom drainage port 23 at the time of rice cultivation, so that the water taken into the mass body 21 from the outside through the water suction port 22 passes through the water supply pipe 15 from the side drainage port 24, and the paddy field 3 Can be supplied to. Moreover, at the time of farming, if the side drainage port 24 is closed, water can be supplied into the ground through the underdrain pipe 13 from the bottom drainage port 23. In this way, a single water mass 20 can supply water to both rice cultivation and field cultivation.

そして、用水マス20は、ストレーナー25の一方の挿入部25bが閉塞端とされ、他方の挿入部25aが開放端とされているので、ストレーナー25を上下に入れ替えるのみで、底部排水口23の開放または閉塞を容易に切り替えることができる。
加えて、ストレーナー25は、底部排水口23から容易に取り外すことができるので、ストレーナー25の清掃などを容易に行うことができる。
And since the one insertion part 25b of the strainer 25 is made into the obstruction | occlusion end, and the other insertion part 25a is made into the open end, the water mass 20 can open | release the bottom part drain port 23 only by changing the strainer 25 up and down. Or occlusion can be switched easily.
In addition, since the strainer 25 can be easily removed from the bottom drain port 23, the strainer 25 can be easily cleaned.

(その他の実施形態)
なお、本発明の地下水位調整水閘40は、図面を参照して説明した上述の実施形態に限定されるものではなく、その技術的範囲において様々な変形例が考えられる。
例えば、内筒42には、円形の貫通孔46を形成するようにしたが、貫通孔46は、矩形、多角形状、長円形状といった他の形状としてもよい。
さらに、例えば、図5(a)〜(c)に示すように、貫通孔46を上下方向に長い長円形状とし、複数の貫通孔46を内筒42の周方向に互い違いに千鳥状に設けてもよい。
(Other embodiments)
In addition, the underground water level adjustment water tank 40 of this invention is not limited to the above-mentioned embodiment described with reference to drawings, Various modifications can be considered in the technical scope.
For example, although the circular through hole 46 is formed in the inner cylinder 42, the through hole 46 may have other shapes such as a rectangular shape, a polygonal shape, and an oval shape.
Further, for example, as shown in FIGS. 5A to 5C, the through holes 46 are formed in an elliptical shape that is long in the vertical direction, and the plurality of through holes 46 are alternately provided in a staggered manner in the circumferential direction of the inner cylinder 42. May be.

また、例えば図6(a),(b)、及び図7に示すように、閉塞カバー43Bは、その位置を上下動させて地下水位調整を行うのではなく、内筒42の周方向に回転させることによって、貫通孔46を開閉するようにしてもよい。この場合、閉塞カバー43Bは、それぞれの貫通孔46に一つずつ独立して設ける。そして、閉塞カバー43Bには、開口部55が形成されている。この閉塞カバー43Bを回転させ、開口部55を貫通孔46に連通させた状態で、貫通孔46から水を内筒42内に取り込むことができる。
本実施形態では、このような場合も、閉塞カバー43Bは、断面C字状とし、その外周部を拘束バンド50(図1参照)等を使用して拘束するものとする。
Further, for example, as shown in FIGS. 6A, 6B, and 7, the closing cover 43B is rotated in the circumferential direction of the inner cylinder 42 instead of adjusting the groundwater level by moving its position up and down. By doing so, the through hole 46 may be opened and closed. In this case, one closing cover 43B is provided in each through hole 46 independently. An opening 55 is formed in the closing cover 43B. Water can be taken into the inner cylinder 42 from the through hole 46 in a state where the closing cover 43B is rotated and the opening 55 is communicated with the through hole 46.
In this embodiment, even in such a case, the closing cover 43B has a C-shaped cross section, and the outer periphery thereof is restrained using a restraining band 50 (see FIG. 1) or the like.

さらに、閉塞カバー43Cは、ゴム製としてもよい。この場合、図8に示すように、閉塞カバー43Cは筒状とする。また、図9に示すように、筒状の閉塞カバー43Cの上下端部には、止水性を高めるために、その内周面に周方向に連続するシールリップ56が突出形成されている。
このような閉塞カバー43Cは、弾性変形させて内筒42の径方向外方に広げることによって、閉塞カバー43Cを上下方向に容易にスライド移動させることができる。そして、閉塞カバー43Cの移動後は、閉塞カバー43Cが自らの弾性により径方向内方に収縮変形して元の形状に戻ることで、閉塞カバー43は外周面42fに密着する。
Further, the closing cover 43C may be made of rubber. In this case, as shown in FIG. 8, the closing cover 43C has a cylindrical shape. Further, as shown in FIG. 9, the upper and lower end portions of the cylindrical closing cover 43C are formed with projecting seal lips 56 in the circumferential direction on the inner peripheral surface thereof in order to increase the water stoppage.
Such a closing cover 43C can be easily slid in the vertical direction by being elastically deformed and expanding radially outward of the inner cylinder 42. After the closing cover 43C is moved, the closing cover 43C is brought into close contact with the outer peripheral surface 42f by contracting and deforming radially inward due to its own elasticity and returning to its original shape.

また、本実施形態では、用水マス20として、上下に反転することによって水の供給先を切り替えるストレーナー25を備えることで、畑作と稲作とで兼用できるようにしたが、これに限らない。
例えば、畑作専用とする場合、図10に示すように、用水マス20は、吸水口22と底部排水口23とを少なくとも備え、底部排水口23には、閉塞端を有さない筒状のストレーナー25Aを装着する。
Further, in the present embodiment, the water mass 20 is provided with the strainer 25 that switches the water supply destination by reversing up and down, so that it can be used for both field farming and rice farming, but is not limited thereto.
For example, when dedicated to field cropping, as shown in FIG. 10, the water mass 20 includes at least a water inlet 22 and a bottom drain 23, and the bottom drain 23 has a cylindrical strainer having no closed end. Wear 25A.

また、本実施形態では、止水栓26が側部排水口24の水田側開口部を閉塞するよう設けられているが、側部排水口24の用水マス20側開口部を閉塞するよう設けても良い。こうすることで、水田への水供給管15を常に側部排水口24に設置しておくことができる。   In the present embodiment, the stop cock 26 is provided so as to close the paddy field side opening of the side drain port 24, but is provided so as to close the water mass 20 side opening part of the side drain port 24. Also good. In this way, the water supply pipe 15 to the paddy field can always be installed at the side drain port 24.

これ以外にも、本発明の主旨を逸脱しない限り、上記実施の形態で挙げた構成を取捨選択したり、他の構成に適宜変更したりすることが可能である。   In addition to this, the configuration described in the above embodiment can be selected or changed to another configuration as appropriate without departing from the gist of the present invention.

10 地下灌漑システム
13 暗渠管
14 排水管
40 地下水位調整水閘
41 外筒
42 内筒
42f 外周面
43、43B、43C 閉塞カバー
44 導入口
45 排水口
46 貫通孔
48A,48B 開口部
49 係止部
50 拘束バンド(拘束部材)
DESCRIPTION OF SYMBOLS 10 Underground irrigation system 13 Underground pipe 14 Drain pipe 40 Groundwater level adjustment water tank 41 Outer cylinder 42 Inner cylinder 42f Outer peripheral surface 43, 43B, 43C Closure cover 44 Inlet 45 Drain outlet 46 Through hole 48A, 48B Opening 49 Locking part 50 Restraint band (restraint member)

Claims (5)

地中に埋設された暗渠管に接続される導入口および排水管に接続される排水口を底部に備え、該底部から上方に向けて延びる外筒と、
前記外筒内に設けられるとともに下端が前記排水口に接続され、上下方向に複数の貫通孔が形成された内筒と、
前記内筒の外周面に装着され、前記内筒に対する上下方向の装着位置に応じて複数の前記貫通孔を閉塞可能な閉塞カバーと、を備え、
前記閉塞カバーは、前記内筒の外周面に対して前記内筒の径方向に弾性変形可能に装着され、
前記内筒の外周面に密着して前記貫通孔を閉塞する状態と、前記内筒の外周面から径方向外周側に弾性変形し、前記内筒に沿って上下方向にスライド移動可能な状態と、の間で変形可能とされていることを特徴とする地下水位調整水閘。
An outer cylinder that extends upward from the bottom, including an inlet connected to a culvert pipe buried in the ground and a drain outlet connected to a drain pipe,
An inner cylinder that is provided in the outer cylinder and has a lower end connected to the drain outlet and formed with a plurality of through holes in the vertical direction;
A closing cover mounted on the outer peripheral surface of the inner cylinder and capable of closing the plurality of through holes according to a mounting position in the vertical direction with respect to the inner cylinder;
The closing cover is attached to the outer peripheral surface of the inner cylinder so as to be elastically deformable in the radial direction of the inner cylinder,
A state in which the through-hole is closed in close contact with the outer peripheral surface of the inner cylinder, and a state in which the inner cylinder is elastically deformed radially outward from the outer peripheral surface of the inner cylinder and is slidable in the vertical direction along the inner cylinder. An underground water level adjusting water tank characterized by being deformable between the two.
前記閉塞カバーは、周方向の一部が切り欠かれた断面C字状の筒状をなしていることを特徴とする請求項1に記載の地下水位調整水閘。   2. The underground water level adjusting water tank according to claim 1, wherein the closing cover has a cylindrical shape with a C-shaped cross-section with a part cut in a circumferential direction. 前記閉塞カバーの外周部に設けられ、前記閉塞カバーの径方向外周側への変形を拘束する拘束部材を備えていることを特徴とする請求項1又は2に記載の地下水位調整水閘。   The groundwater level adjusting water tank according to claim 1 or 2, further comprising a restraining member that is provided on an outer peripheral portion of the closing cover and restrains deformation of the closing cover toward a radially outer peripheral side. 前記内筒は、前記排水口に対して着脱可能に接続されていることを特徴とする請求項1乃至3のいずれか1項に記載の地下水位調整水閘。   The underground water level adjusting water tank according to any one of claims 1 to 3, wherein the inner cylinder is detachably connected to the drain port. 前記内筒の上端部の外周面に開口部が形成され、
前記外筒の内周面に、前記開口部に挿通させることで前記内筒を前記排水口から取り外した状態で係止する係止部が設けられていることを特徴とする請求項4に記載の地下水位調整水閘。
An opening is formed on the outer peripheral surface of the upper end of the inner cylinder,
The locking part which locks in the state which removed the said inner cylinder from the said drain outlet by making the inner peripheral surface of the said outer cylinder penetrate the said opening part is provided. Water table for adjusting the groundwater level.
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