JP2004000885A - Clogging prevention apparatus for water collecting pipe for ground water removal facility - Google Patents

Clogging prevention apparatus for water collecting pipe for ground water removal facility Download PDF

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JP2004000885A
JP2004000885A JP2002264950A JP2002264950A JP2004000885A JP 2004000885 A JP2004000885 A JP 2004000885A JP 2002264950 A JP2002264950 A JP 2002264950A JP 2002264950 A JP2002264950 A JP 2002264950A JP 2004000885 A JP2004000885 A JP 2004000885A
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Prior art keywords
pipe
groundwater
water collecting
water collection
collecting pipe
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JP2002264950A
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JP3755037B2 (en
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Kiyoteru Maruyama
丸山 清輝
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National Research and Development Agency Public Works Research Institute
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Public Works Research Institute
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an inexpensive apparatus for preventing the clogging of a water collecting pipe for a groundwater removal facility which can quickly remove clogging substances generated in the water collecting pipe to the land surface and prevent clogging of the water collecting pipe without using a complicated mechanical structure or power. <P>SOLUTION: The clogging prevention apparatus comprises a water collecting pipe 2 whose one end is closed and the other end is opened and which is downward slantingly buried at a position lower than the groundwater surface of a ground 1 while the opened end being projected out of the soil wall face 3. The strainers 4 are bored on the water collecting pipe, an approximately S-shaped extension pipe 7 is connected to the projected opened end in such a manner that once stored groundwater from the water collecting pipe 2 can be discharged by function of a siphon, and a ventilation pipe 10 is installed toward the extension pipe from the vicinity of the connection part of the extension pipe and the water collecting pipe. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
この発明は、地下水排除施設用集水管内に付着・堆積する目詰まり物質を、集水された地下水とともに自動的に地表に排出する装置に関するもので、地すべり防止工事で設置される集水井、横ボーリングなどの地下水排除施設や、水田や畑の暗渠に利用できる。
【0002】
【従来の技術】
地すべり対策技術の一つに、ストレーナを施した地下水集水管を地中に埋設し、該集水管を通じて地下水を地表に排出することで、地下水位を低下させ、地すべりの発生を抑制する方法がある。この地下水集水管を用いた地すべり対策は多数の地域において実施されているが、ストレーナの目詰まりによる地下水排除機能の低下が確認されており、地すべり抑止効果への影響が危惧されている(目詰まりを生じさせている物質は土木研究所の研究により主に地下水中の鉄分を利用する鉄細菌が生成していることが確認されている)。低下した地下水排除機能を回復するため、これまでは高水圧水により地下水集水管の内壁を洗浄することで該集水管内に付着・堆積した目詰まり物質の除去を行っている。しかしながら、高水圧水による洗浄に関しては、地下水集水管の定期的なメンテナンスに起因する維持管理費用の増大が生じており、合理的な地下水集水管の機能維持管理技術の開発が課題となっている。
【0003】
【発明が解決しようとする課題】
そこでこの発明は、前記のような従来の課題を解決するために案出したもので、安価で動力や複雑な機械的構造を用いることなく、集水管内で生成される目詰まり物質を速やかに地表に排出し、集水管の目詰まりを防止することができる地下水排除施設用集水管の目詰まり防止装置を提供することを目的とする。
【0004】
【課題を解決するための手段】
前記目的を達成するため、請求項1に記載した発明は、一端が閉塞され、他端が開口した集水管が地山の地下水面より下方位置に、土壁面から他端開口部を突出させた状態で下向き傾斜で埋設され、この集水管にはストレーナが穿設されているとともに、前記突出した他端開口部に略S字状の延長管が前記集水管からの地下水を貯留したうえサイホンの作用で排出可能に接続して設置され、前記延長管と集水管の接続部付近から延長管内に向けて通気管が設置されていることを特徴とする。
【0005】
請求項2に記載した発明は、両端が開口した集水管が水田や畑のある地表面より下方位置に、一端開口部が地表面から突出し、他端開口部が土壁面から他端開口部を突出させた状態で下向き傾斜で埋設され、この集水管にはストレーナが穿設されているとともに、前記突出した他端開口部に略S字状の延長管が前記集水管からの地下水を貯留したうえサイホンの作用で排出可能に接続して設置されていることを特徴とする。
【0006】
請求項3に記載した発明は、請求項1又は2において、延長管は、一端部が集水管の他端開口部に接続され、他端部が下向きに開口し、かつ中間部が略U字状の地下水貯留部に形成されており、該貯留部の底部の高さが集水管の他端開口部の高さより低く、貯留部の他端側頂部の高さが集水管の一端閉塞部の高さよりも低くなっていることを特徴とする。
【0007】
請求項4に記載した発明は、請求項3において、延長管の他端開口部に第2の延長管が枢支軸により水平位置より上方の位置と下方の位置に揺動可能に接続され、前記枢支軸に釣合重りが取り付けられてなり、前記第2の延長管は、上方の位置となっているときに延長管から送られてくる地下水で満たされると、釣合重りに打ち克って下方の位置にもたらされ、サイホンによる地下水の排出を可能とする一方、地下水の排出が終了すると、釣合重りにより上方の位置にもたらされるようになっていることを特徴とする。請求項5に記載した発明は、請求項4において、釣合重りは、枢支軸に交叉する向きに固定された取付軸上を移動可能になっていることを特徴とする。請求項6に記載した発明は、請求項4において、枢支軸に交叉する向きに固定された取付軸にケースが取り付けられ、該ケース内に釣合重りが転動自在に収容されていることを特徴とする。この場合においてケースは密閉中空形状であることが好ましく、また重りは1個又は複数個の金属球であることが好ましい。
【0008】
【発明の実施の形態】
この発明の実施の形態を、添付図面を参照して説明する。図1は地すべり用に地山に設置した実施の形態1を示す。1は地山で、該地山には地下水面よりやや下方位置において集水管2が土壁面3から一部突出した状態で埋設されている。集水管2は中空円筒管からなり、土砂が入らないように一端が閉塞され、他端が突出して開口され、図のように一端から他端に向け下向き傾斜に配置されている。集水管2の長さ方向にはストレーナ4が所定の間隔で複数個、穿設されている。集水管2の他端開口部には複数個のエルボ管5a〜5eを用いて略S字状の延長管7が接続されている。すなわち、延長管7はエルボ管5a、垂直向き短管6a、エルボ管5b、水平向き短管6b、エルボ管5c、垂直向き短管6c、エルボ管5d、水平向き短管6d、エルボ管5e、垂直向き短管6eが順次連結されて構成されており、エルボ管5aの一端部が集水管2の他端開口部に接続され、短管6eの他端部が下向きに開口し、かつエルボ管5a、短管6a、エルボ管5b、短管6b、エルボ管5c、短管6c、エルボ管5d、短管6d、エルボ管5eからなる中間部が略U字状の地下水貯留部に形成されている。短管6eの下向き開口は排水路8に臨んでいる。
【0009】
エルボ管5aの上部から集水管2内に向けて通気管10が挿入されている。通気管10は集水管2内に貯留された地下水が排水され易いように集水管2内の気圧を負圧にならないように常に大気圧に調整するものである。通気管10は小径中空管からなり、集水管2内では留め具11で留められて支持され、一端が集水管2の一端閉塞部の近くで開口し、他端がエルボ管5aを貫通して外部に突出したうえ、下向きに開口している。この通気管10とエルボ管5aの貫通部には図示しないシール部材が配設されている。
【0010】
延長管7の短管6bの高さ(前記地下水貯留部の底部の高さ)h1は集水管2の下端側となる他端開口部の高さh2より低く、短管6dの高さ(前記地下水貯留部の他端側頂部の高さ)h3は集水管2の一端閉塞部の高さh4より低く、かつ短管6eの下端開口部の高さh5は短管6bの高さh1より低くなっている。これにより集水管2内に集水された地下水はサイホンの作用(原理)により集水管2内に付着・堆積した目詰まり物質とともに、断続的に地表面に勢いよく排水されるようになる。
【0011】
すなわち、地下水はストレーナ4から集水管2内に流入して貯留され、貯留された地下水の水面の高さが延長管7の短管6dより高くなった時点でサイホンの作用により延長管7の短管6eの下端開口部から勢いよくどっと流れて排水される。その際、集水管2内に生成された目詰まり物質も地下水とともに排出される。その後、貯留された地下水の水面が短管6bの高さh1まで下がり、短管6dに空気が流入しサイホンの作用が成立しなくなり、地下水の流出が止まる。そして、再び地下水の貯留が始まり、同様なことが繰り返される。
【0012】
図2は農業用の水田や畑に用いる場合の実施の形態2を示す。この実施の形態2において実施の形態1と異なるところは、集水管22の一端が開口し、該開口部にエルボ管23を介して空気取入管25が上向きに接続され、該上端開口部が水田や畑21のある地表面に開口している点である。そのほかの構成は実施の形態1と同様であるので、同様の部分に同一符号を付して説明を簡略する。前記においては空気取入管25を設けたが、集水管22の一端開口部を一体に延長して延長管部とし、水田や畑のある地表面に開口するようにしてもよい。また、空気取入管25又は前記延長管部は集水管22と必ずしも同径でなくともよく、これよりも小径でもよい。
【0013】
この実施の形態2においても、ストレーナ4から集水管22内に流入して貯留され、貯留された地下水の水面の高さが延長管7の短管6dより高くなった時点でサイホンの作用により延長管7の短管6eの下端開口部から勢いよくどっと流れて排水され、その際に集水管22内に付着した目詰まり物質は地下水とともにきれいに排出され、実施の形態1と同様な作用が期待できる。
【0014】
図3は実施の形態3を示す。この実施の形態3は実施の形態1を改良したものであり、延長管7の短管6eの下端開口部には第2の延長管13が接続されている。すなわち、第2の延長管13はエルボ管5f、水平向き短管6f及び短管6gが順次連結されて構成されており、短管6gは短管6fに対して枢支軸14を介して水平位置より実線で示す上方の位置と鎖線で示す下方の位置とに揺動可能となっている。また両管6g,6fの接続部は図示省略したジャバラ状体など可撓性のある部材で構成され、揺動時の両管における水密を保っている。
【0015】
枢支軸14は排水路8に設置した支持スタンド15で支持されているとともに、その軸端部には所定長さの取付軸16の基端が直交する向きに固定されている。取付軸16の先端側にはストッパ17が固定され、該ストッパと先端間の取付軸16上には釣合重り18が矢印で示すように往復動自在に取り付けられている。そのほかの構成は実施の形態1と同様であるので、同様の部分に同一符号を付して説明を簡略する。
【0016】
前記のような実施の形態によれば、第2の延長管13の短管6gが実線で示す上方の位置となっている状態で、集水管2から流入した地下水は、延長管7を通り、第2の延長管13内に貯留される。第2の延長管13内の地下水が少ない場合には重り18は下方の位置にある。地下水が第2の延長管13内を徐々に満たすにつれ短管6gの重さと重り18とのバランスが崩れ、短管6gが枢支軸14を支点に転倒を開始する。そのとき、重り18は持ち上がり、取付軸16上をストッパ17側に移動し、バランスがさらに崩れるように作用する。そして、短管6g内が地下水で満たされるようになると、その地下水流量の重さが重り18に打ち克って短管6gの転倒が確実なものとなり、短管6gは鎖線で示す下方の位置にもたらされる。それと同時に第2の延長管13内に貯留された地下水は短管6gの下端開口部から勢いよく排出され、その際に延長管7の上方屈曲部(短管6d、エルボ管5d,5e付近)内に負圧が生じる。その結果、該上方屈曲部内から集水管2内に貯留されていた地下水が延長管7の下端方向に吸引され、サイホンが形成される。
【0017】
このサイホンの形成により、集水管2内に貯留された地下水は、一気に集水管2内に堆積した目詰まり物質とともに短管6gの下端開口部から排出される。その後、第2の延長管13内の地下水が減少するにつれ、短管6gの重さと重りとのバランスが崩れ、短管6gが枢支軸14を支点に起き上がりを開始する。そのとき、重り18は元の位置側に傾き、取付軸16上をストッパ17から離れる側に移動し、バランスがさらに崩れるように作用する。このことにより、短管6gの起き上がりが確実なものになり、短管6gは元の位置に戻る。
【0018】
このように図1に示す実施の形態1では集水管2内に集水される地下水の量が少ない場合、管内の空気が地下水に連行されずサイホンが形成されにくいことがあるが、この実施の形態では管内に貯留された地下水が排出されるときに生じる負圧を利用して集水管2内の流量が少ない場合でもサイホンが形成されるので、地下水の排出がより効果的に行える。
【0019】
図4は実施の形態3で示した釣合重りの変形例であり、この変形例では取付軸16の先端に中空の密閉ケース19が設けられ、該ケース内には釣合重り18aが矢印で示すように取付軸16の軸線方向に転動自在に収容されている。重り18aは例えば1個又は複数個の金属球からなり、取付軸16が実線のように下方に位置している状態ではケース19の先端側に位置し、取付軸16が鎖線のように上方に位置している状態では転動してケース19の基端側に位置し、このようにケース内を転動することにより、アンバランス作用を生ぜしめるものである。そのほかの構成は実施の形態3と同様であるので、同様の部分に同一符号を付して説明を簡略する。この変形例の場合にも前記と同様な作用効果が期待できるのに加え、転動する重り18aが密閉ケース19内に収容されているために作動不良を起こすことがなく、故障の少ない機構となるという効果が期待できる。
【0020】
尚、前記各実施の形態では集水管2,22、延長管7、第2の延長管13、通気管10、空気取入管25の材質を特定していないが、塩化ビニール管など樹脂管で製作するのが腐食性や経済性(費用)などの観点から好ましい。また、集水管2,22の形状やそこに設けられるストレーナ4の大きさ個数等、延長管7、第2の延長管13の形状や構成部材等も任意であり、実施に際して適宜にその設計を変更したり修正したりすることが可能である。
【0021】
【発明の効果】
請求項1〜3の発明は前記のようであって、通気管等により集水管内の気圧を調整し、集水管内に貯留した地下水をサイホンの作用で断続的に勢いよく地表面に排出させることができる。すなわち、排出水の掃流力を利用して目詰まり物質も同時に地表面に排出させることで、集水管の目詰まりを防止するとともに、地下水排除に関する当初機能の維持を実現するものである。また、装置的にも安価で動力や複雑な機械的構造を用いる必要がなく、きわめて実用的で産業上利用価値が高い。請求項4,5,6の発明は、集水管内の地下水の流量が少ない場合でもサイホンが形成されるので、地下水の排出がより効果的に行えるという優れた効果がある。
【図面の簡単な説明】
【図1】この発明の地すべり用に地山に設置した実施の形態1を示す概要図である。
【図2】農業用に田畑に設置した実施の形態2を示す概要図である。
【図3】実施の形態1を改良した実施の形態3を示す概要図である。
【図4】実施の形態3の変形例を示す概要図である。
【符号の説明】
1 地山
2 集水管
3 土壁面
4 ストレーナ
5a〜5f エルボ管
6a〜6g 短管
7 延長管
8 排水路
10 通気管
11 留め具
13 第2の延長管
14 枢支軸
15 支持スタンド
16 取付軸
17 ストッパ
18,18a 釣合重り
19 中空ケース
22 集水管
23 エルボ管
25 空気取入管
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a device for automatically discharging clogging substances adhering and accumulating in a drainage pipe for a groundwater drainage facility together with collected groundwater to the surface of the ground. It can be used for underground water drainage facilities such as boring and culverts in paddy fields and fields.
[0002]
[Prior art]
One of the landslide prevention technologies is a method of burying a groundwater collecting pipe provided with a strainer in the ground and discharging groundwater to the surface through the collecting pipe, thereby lowering the groundwater level and suppressing the occurrence of landslide. . Landslide countermeasures using groundwater collection pipes have been implemented in many areas, but it has been confirmed that clogging of strainers has reduced the groundwater drainage function, and there is a concern that the effect on the landslide deterrent effect will be affected (clogging). Researchers at the Public Works Research Institute have confirmed that the substance causing the formation is mainly iron bacteria that utilizes iron in groundwater.) In order to recover the lowered groundwater exclusion function, clogging substances deposited and deposited in the collecting pipe have been removed by washing the inner wall of the collecting pipe with high water pressure. However, with regard to cleaning with high-pressure water, regular maintenance of groundwater collection pipes has caused an increase in maintenance and management costs, and the development of rational maintenance and management techniques for groundwater collection pipes has become an issue. .
[0003]
[Problems to be solved by the invention]
Therefore, the present invention was devised to solve the conventional problems as described above, and quickly eliminates clogging substances generated in a water collection pipe without using inexpensive power and complicated mechanical structures. An object of the present invention is to provide a device for preventing clogging of a water collection pipe for a groundwater elimination facility, which can be discharged to the surface of the ground to prevent clogging of the water collection pipe.
[0004]
[Means for Solving the Problems]
In order to achieve the above object, in the invention described in claim 1, a water collection pipe having one end closed and the other end opened has a second end opening protruding from the soil wall surface at a position below the groundwater surface of the ground. In this state, it is buried with a downward slope, a strainer is drilled in this water collection pipe, and a substantially S-shaped extension pipe stores groundwater from the water collection pipe in the opening at the other end of the water collection pipe. The drain pipe is installed so as to be capable of being discharged by the action, and a ventilation pipe is installed from the vicinity of the connection between the extension pipe and the water collecting pipe toward the inside of the extension pipe.
[0005]
In the invention described in claim 2, the water collection pipe having both ends opened is located below the ground surface with paddy fields and fields, one end opening protrudes from the ground surface, and the other end opening is formed from the soil wall to the other end opening. It is buried with a downward inclination in a protruding state, and a strainer is drilled in this water collection pipe, and a substantially S-shaped extension pipe stores groundwater from the water collection pipe in the protruding other end opening. It is characterized by being installed so as to be able to discharge by the action of a siphon.
[0006]
According to a third aspect of the present invention, in the first or second aspect, the extension pipe has one end connected to the other end opening of the water collection pipe, the other end opening downward, and the middle part being substantially U-shaped. The height of the bottom of the reservoir is lower than the height of the opening at the other end of the collecting pipe, and the height of the top at the other end of the collecting pipe is the height of the one-end closing part of the collecting pipe. It is characterized by being lower than the height.
[0007]
According to a fourth aspect of the present invention, in the third aspect, a second extension pipe is swingably connected to a position above and below a horizontal position by a pivot shaft at the other end opening of the extension pipe, A counterweight is attached to the pivot, and the second extension tube overcomes the counterweight when filled with groundwater sent from the extension tube when in the upper position. Thus, while discharging the groundwater by the siphon, the counterweight is brought to the upper position by the counterweight when drainage of the groundwater is completed. The invention described in claim 5 is characterized in that, in claim 4, the counterweight is movable on a mounting shaft fixed in a direction crossing the pivot shaft. According to a sixth aspect of the present invention, in the fourth aspect, the case is mounted on the mounting shaft fixed in a direction crossing the pivot shaft, and the counterweight is rotatably accommodated in the case. It is characterized by. In this case, the case is preferably a closed hollow shape, and the weight is preferably one or more metal balls.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
Embodiments of the present invention will be described with reference to the accompanying drawings. FIG. 1 shows a first embodiment in which a landslide is installed on a ground. Reference numeral 1 denotes a ground, and a water collecting pipe 2 is buried in the ground at a position slightly below the groundwater surface so as to protrude partially from the soil wall surface 3. The water collecting pipe 2 is a hollow cylindrical pipe, one end of which is closed so that earth and sand do not enter, and the other end of which is protruded and opened. As shown in the figure, the water collecting pipe 2 is arranged so as to be inclined downward from one end to the other end. A plurality of strainers 4 are formed at predetermined intervals in the length direction of the water collecting pipe 2. A substantially S-shaped extension pipe 7 is connected to the other end opening of the water collecting pipe 2 using a plurality of elbow pipes 5a to 5e. That is, the extension pipe 7 includes an elbow pipe 5a, a vertical short pipe 6a, an elbow pipe 5b, a horizontal short pipe 6b, an elbow pipe 5c, a vertical short pipe 6c, an elbow pipe 5d, a horizontal short pipe 6d, an elbow pipe 5e, A vertically oriented short pipe 6e is sequentially connected, and one end of an elbow pipe 5a is connected to the other end opening of the water collecting pipe 2, the other end of the short pipe 6e opens downward, and the elbow pipe 5a, a short pipe 6a, an elbow pipe 5b, a short pipe 6b, an intermediate part composed of an elbow pipe 5c, a short pipe 6c, an elbow pipe 5d, a short pipe 6d, and an elbow pipe 5e are formed in a substantially U-shaped groundwater reservoir. I have. The downward opening of the short pipe 6 e faces the drainage channel 8.
[0009]
A ventilation pipe 10 is inserted from above the elbow pipe 5a into the water collecting pipe 2. The ventilation pipe 10 constantly adjusts the atmospheric pressure in the water collecting pipe 2 to the atmospheric pressure so that the pressure in the water collecting pipe 2 does not become negative so that the groundwater stored in the water collecting pipe 2 is easily drained. The ventilation pipe 10 is formed of a small-diameter hollow pipe, and is fastened and supported in the water collecting pipe 2 by a fastener 11, one end of which is open near one end closing portion of the water collecting pipe 2 and the other end penetrates the elbow pipe 5a. Protruding outside and open downward. A sealing member (not shown) is provided at a penetrating portion between the ventilation pipe 10 and the elbow pipe 5a.
[0010]
The height h1 of the short pipe 6b of the extension pipe 7 (height of the bottom of the groundwater storage part) is lower than the height h2 of the other end opening on the lower end side of the water collecting pipe 2, and the height of the short pipe 6d (the height The height h3 at the other end side of the groundwater reservoir is lower than the height h4 of the one end closed portion of the water collecting pipe 2, and the height h5 of the lower end opening of the short pipe 6e is lower than the height h1 of the short pipe 6b. Has become. As a result, the groundwater collected in the water collection pipe 2 is intermittently and vigorously drained to the ground surface together with the clogging substance deposited and deposited in the water collection pipe 2 by the action (principle) of the siphon.
[0011]
That is, the groundwater flows from the strainer 4 into the water collecting pipe 2 and is stored therein. When the level of the stored groundwater becomes higher than the short pipe 6d of the extension pipe 7, the shortage of the extension pipe 7 is caused by the action of the siphon. The water flows from the lower end opening of the pipe 6e and drains. At that time, the clogging substance generated in the water collecting pipe 2 is also discharged together with the groundwater. Thereafter, the level of the stored groundwater falls to the height h1 of the short pipe 6b, air flows into the short pipe 6d, the siphon action is not established, and the outflow of the groundwater stops. Then, the storage of groundwater starts again, and the same is repeated.
[0012]
FIG. 2 shows a second embodiment in the case where the present invention is used for paddy fields and fields for agriculture. The second embodiment is different from the first embodiment in that one end of a water collecting pipe 22 is opened, an air intake pipe 25 is connected to the opening through an elbow pipe 23, and the upper end opening is a paddy field. It is a point that is open to the ground surface where the orchard 21 is located. Other configurations are the same as those of the first embodiment, and the same portions are denoted by the same reference numerals and description thereof will be simplified. In the above description, the air intake pipe 25 is provided, but the opening at one end of the water collecting pipe 22 may be integrally extended to form an extended pipe, and may be opened to the ground surface where paddy fields and fields are located. Further, the air intake pipe 25 or the extension pipe section does not necessarily have to have the same diameter as the water collecting pipe 22, and may have a smaller diameter.
[0013]
Also in the second embodiment, the water flows from the strainer 4 into the water collecting pipe 22 and is stored therein. When the height of the water level of the stored groundwater becomes higher than the short pipe 6d of the extension pipe 7, the water is extended by the action of the siphon. From the lower end opening of the short pipe 6e of the pipe 7, the water flows vigorously and is drained. At that time, the clogging substance attached to the water collecting pipe 22 is discharged cleanly together with the groundwater, and the same operation as in the first embodiment can be expected. .
[0014]
FIG. 3 shows a third embodiment. The third embodiment is a modification of the first embodiment, and a second extension pipe 13 is connected to the lower end opening of the short pipe 6e of the extension pipe 7. That is, the second extension pipe 13 is configured by sequentially connecting an elbow pipe 5f, a horizontally oriented short pipe 6f, and a short pipe 6g, and the short pipe 6g is horizontally connected to the short pipe 6f via the pivot shaft 14. It is swingable from a position above a position indicated by a solid line and a position below a chain line. The connecting portion between the two tubes 6g and 6f is formed of a flexible member such as a bellows-like body (not shown) so as to maintain watertightness in the two tubes during swinging.
[0015]
The pivot shaft 14 is supported by a support stand 15 installed in the drainage channel 8, and a base end of a mounting shaft 16 having a predetermined length is fixed to a shaft end thereof in a direction perpendicular to the shaft. A stopper 17 is fixed to the distal end side of the mounting shaft 16, and a counterweight 18 is reciprocally mounted on the mounting shaft 16 between the stopper and the distal end as shown by an arrow. Other configurations are the same as those of the first embodiment, and the same portions are denoted by the same reference numerals and description thereof will be simplified.
[0016]
According to the embodiment as described above, in a state where the short pipe 6g of the second extension pipe 13 is at the upper position shown by the solid line, the groundwater flowing from the water collection pipe 2 passes through the extension pipe 7, It is stored in the second extension pipe 13. When the amount of groundwater in the second extension pipe 13 is small, the weight 18 is at the lower position. As the groundwater gradually fills the inside of the second extension pipe 13, the balance between the weight of the short pipe 6g and the weight 18 is lost, and the short pipe 6g starts to fall around the pivot 14 as a fulcrum. At this time, the weight 18 is lifted up, moves on the mounting shaft 16 to the stopper 17 side, and acts so that the balance is further lost. Then, when the inside of the short pipe 6g is filled with groundwater, the weight of the groundwater flow overcomes the weight 18 and the fall of the short pipe 6g is ensured, and the short pipe 6g is located at the lower position indicated by the chain line. Brought to you. At the same time, the groundwater stored in the second extension pipe 13 is vigorously discharged from the lower end opening of the short pipe 6g, and at this time, the upper bent portion of the extension pipe 7 (in the vicinity of the short pipe 6d and the elbow pipes 5d and 5e). A negative pressure is generated in the inside. As a result, the groundwater stored in the water collecting pipe 2 is sucked from the upper bent portion toward the lower end of the extension pipe 7, and a siphon is formed.
[0017]
Due to the formation of the siphon, the groundwater stored in the water collecting pipe 2 is discharged from the lower end opening of the short pipe 6g together with the clogging substance accumulated in the water collecting pipe 2 at a stretch. Thereafter, as the amount of groundwater in the second extension pipe 13 decreases, the balance between the weight and the weight of the short pipe 6g is lost, and the short pipe 6g starts rising from the pivot 14 as a fulcrum. At this time, the weight 18 tilts to the original position side, moves on the mounting shaft 16 to the side away from the stopper 17, and acts so that the balance is further lost. This ensures that the short tube 6g rises up and returns the short tube 6g to its original position.
[0018]
As described above, in the first embodiment shown in FIG. 1, when the amount of groundwater collected in the water collection pipe 2 is small, the air in the pipe is not entrained to the groundwater and a siphon may not be easily formed. In the embodiment, since a siphon is formed even when the flow rate in the water collecting pipe 2 is small by utilizing a negative pressure generated when the groundwater stored in the pipe is discharged, the groundwater can be discharged more effectively.
[0019]
FIG. 4 shows a modification of the counterweight shown in the third embodiment. In this modification, a hollow sealed case 19 is provided at the tip of the mounting shaft 16, and a counterweight 18a is indicated by an arrow in the case. As shown, it is housed so that it can roll freely in the axial direction of the mounting shaft 16. The weight 18a is made of, for example, one or a plurality of metal balls, and is located on the tip side of the case 19 when the mounting shaft 16 is located below as shown by the solid line, and the mounting shaft 16 is located above as shown by the chain line. When it is positioned, it rolls and is located on the proximal end side of the case 19, and by rolling in the case in this manner, an unbalance effect is generated. The other configuration is the same as that of the third embodiment. In the case of this modification, in addition to expecting the same operation and effect as described above, the rolling weight 18a is housed in the sealed case 19, so that malfunction does not occur and a mechanism with few failures is provided. Can be expected.
[0020]
In the above embodiments, the materials of the water collecting pipes 2, 22, the extension pipe 7, the second extension pipe 13, the ventilation pipe 10, and the air intake pipe 25 are not specified, but the pipes are made of a resin pipe such as a vinyl chloride pipe. This is preferable from the viewpoints of corrosiveness and economy (cost). In addition, the shapes of the extension pipes 7 and the second extension pipes 13 and the configuration members thereof, such as the shapes of the water collection pipes 2 and 22 and the size and number of the strainers 4 provided therein, are also arbitrary. It can be changed or modified.
[0021]
【The invention's effect】
The invention according to claims 1 to 3 is as described above, wherein the air pressure in the collecting pipe is adjusted by a ventilation pipe or the like, and the groundwater stored in the collecting pipe is intermittently and vigorously discharged to the ground surface by the action of the siphon. be able to. That is, clogging substances are simultaneously discharged to the ground surface using the sweeping power of the discharged water, thereby preventing clogging of the water collection pipe and realizing the maintenance of the initial function relating to groundwater elimination. In addition, the apparatus is inexpensive, does not require the use of power and a complicated mechanical structure, is extremely practical, and has high industrial utility. The fourth, fifth, and sixth aspects of the invention have an excellent effect that the groundwater can be discharged more effectively because the siphon is formed even when the flow rate of the groundwater in the collecting pipe is small.
[Brief description of the drawings]
FIG. 1 is a schematic diagram showing a first embodiment of the present invention in which a landslide is installed on a ground.
FIG. 2 is a schematic diagram showing Embodiment 2 installed in a field for agriculture.
FIG. 3 is a schematic diagram showing a third embodiment obtained by improving the first embodiment;
FIG. 4 is a schematic diagram showing a modification of the third embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground 2 Water collecting pipe 3 Soil wall 4 Strainer 5a-5f Elbow pipe 6a-6g Short pipe 7 Extension pipe 8 Drainage channel 10 Vent pipe 11 Fastener 13 Second extension pipe 14 Pivot shaft 15 Support stand 16 Mounting shaft 17 Stoppers 18, 18a Counterweight 19 Hollow case 22 Water collecting pipe 23 Elbow pipe 25 Air intake pipe

Claims (6)

一端が閉塞され、他端が開口した集水管が地山の地下水面より下方位置に、土壁面から他端開口部を突出させた状態で下向き傾斜で埋設され、この集水管にはストレーナが穿設されているとともに、前記突出した他端開口部に略S字状の延長管が前記集水管からの地下水を貯留したうえサイホンの作用で排出可能に接続して設置され、前記延長管と集水管の接続部付近から延長管内に向けて通気管が設置されていることを特徴とする地下水排除施設用集水管の目詰まり防止装置。A water collection pipe with one end closed and the other end opened is buried at a position below the groundwater surface of the ground with a downward slope with the other end opening protruding from the soil wall, and a strainer is drilled in this water collection pipe. A substantially S-shaped extension pipe is installed at the protruding other end opening so as to store groundwater from the water collection pipe and connect so as to be dischargeable by the action of a siphon. An apparatus for preventing clogging of a water collection pipe for a groundwater drainage facility, wherein a ventilation pipe is installed from a vicinity of a connection part of the water pipe to an inside of the extension pipe. 両端が開口した集水管が水田や畑のある地表面より下方位置に、一端開口部が地表面から突出し、他端開口部が土壁面から他端開口部を突出させた状態で下向き傾斜で埋設され、この集水管にはストレーナが穿設されているとともに、前記突出した他端開口部に略S字状の延長管が前記集水管からの地下水を貯留したうえサイホンの作用で排出可能に接続して設置されていることを特徴とする地下水排除施設用集水管の目詰まり防止装置。A water collection pipe with both ends opened below the ground surface with paddy fields and fields, one end opening protrudes from the ground surface, and the other end opening is buried with a downward slope with the other end protruding from the soil wall surface A strainer is bored in this water collection pipe, and a substantially S-shaped extension pipe is connected to the protruding other end opening so as to store groundwater from the water collection pipe and discharge it by the action of a siphon. An apparatus for preventing clogging of a drainage pipe for a groundwater elimination facility, which is installed in a vertical position. 延長管は、一端部が集水管の他端開口部に接続され、他端部が下向きに開口し、かつ中間部が略U字状の地下水貯留部に形成されており、該貯留部の底部の高さが集水管の他端開口部の高さより低く、貯留部の他端側頂部の高さが集水管の一端閉塞部の高さよりも低くなっている請求項1又は2記載の地下水排除施設用集水管の目詰まり防止装置。The extension pipe has one end connected to the other end opening of the water collection pipe, the other end opened downward, and an intermediate part formed in a substantially U-shaped groundwater storage part, and a bottom part of the storage part. 3. The groundwater exclusion according to claim 1, wherein the height of the reservoir is lower than the height of the other end opening of the water collecting pipe, and the height of the other end side of the storage part is lower than the height of the one end closing part of the water collecting pipe. A device for preventing clogging of water collection pipes for facilities. 延長管の他端開口部に第2の延長管が枢支軸により水平位置より上方の位置と下方の位置に揺動可能に接続され、前記枢支軸に釣合重りが取り付けられてなり、前記第2の延長管は、上方の位置となっているときに延長管から送られてくる地下水で満たされると、釣合重りに打ち克って下方の位置にもたらされ、サイホンによる地下水の排出を可能とする一方、地下水の排出が終了すると、釣合重りにより上方の位置にもたらされるようになっている請求項3記載の地下水排除施設用集水管の目詰まり防止装置。A second extension pipe is swingably connected to a position above and below a horizontal position by a pivot shaft at the other end opening of the extension pipe, and a counterweight is attached to the pivot shaft, When the second extension pipe is filled with the groundwater sent from the extension pipe in the upper position, the second extension pipe overcomes the counterweight and is brought to the lower position, and the groundwater by the siphon is provided. 4. The device for preventing clogging of a water collection pipe for a groundwater exclusion facility according to claim 3, wherein when the discharge of the groundwater is completed, the drainage is brought to an upper position by a counterweight. 釣合重りは、枢支軸に交叉する向きに固定された取付軸上を移動可能になっている請求項4記載の地下水排除施設用集水管の目詰まり防止装置。The apparatus for preventing clogging of a water collection pipe for a groundwater exclusion facility according to claim 4, wherein the counterweight is movable on a mounting shaft fixed in a direction crossing the pivot shaft. 枢支軸に交叉する向きに固定された取付軸にケースが取り付けられ、該ケース内に釣合重りが転動自在に収容されている請求項4記載の地下水排除施設用集水管の目詰まり防止装置。5. The prevention of clogging of a water collecting pipe for a groundwater exclusion facility according to claim 4, wherein the case is mounted on a mounting shaft fixed in a direction crossing the pivot shaft, and the counterweight is rotatably accommodated in the case. apparatus.
JP2002264950A 2002-04-11 2002-09-11 Clogging prevention device for collecting pipe for groundwater drainage facility Expired - Lifetime JP3755037B2 (en)

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JP2016211191A (en) * 2015-05-01 2016-12-15 昌平 土橋 Water collecting pipe of potential difference-type groundwater removal facility, and method for preventing slime adhesion
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CN110786094A (en) * 2019-11-04 2020-02-14 河海大学 Integrated isolation pad and method for saline-alkali soil double-S-shaped drainage and salt control pipeline
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JP2007014209A (en) * 2005-07-05 2007-01-25 Padei Kenkyusho:Kk Underdrainage device
JP4585931B2 (en) * 2005-07-05 2010-11-24 株式会社パディ研究所 Underdrain drainage device
JP2016211191A (en) * 2015-05-01 2016-12-15 昌平 土橋 Water collecting pipe of potential difference-type groundwater removal facility, and method for preventing slime adhesion
CN106759081A (en) * 2016-11-28 2017-05-31 浙江大学 A kind of utilization exposed throughout type dykes and dams aid in the device of slope drainage
CN106759081B (en) * 2016-11-28 2018-08-03 浙江大学 A kind of device assisting slope drainage using exposed throughout type dykes and dams
CN110786094A (en) * 2019-11-04 2020-02-14 河海大学 Integrated isolation pad and method for saline-alkali soil double-S-shaped drainage and salt control pipeline
CN110805050A (en) * 2019-11-23 2020-02-18 桐乡市倍特科技有限公司 Coast side slope drainage system
CN115870059A (en) * 2022-12-27 2023-03-31 襄阳鸿凯智能装备有限公司 Horizontal sand mill
CN115870059B (en) * 2022-12-27 2023-07-25 襄阳鸿凯智能装备有限公司 Horizontal sand mill

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