JPH08158418A - Water catchment pipe - Google Patents

Water catchment pipe

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Publication number
JPH08158418A
JPH08158418A JP30615194A JP30615194A JPH08158418A JP H08158418 A JPH08158418 A JP H08158418A JP 30615194 A JP30615194 A JP 30615194A JP 30615194 A JP30615194 A JP 30615194A JP H08158418 A JPH08158418 A JP H08158418A
Authority
JP
Japan
Prior art keywords
pipe
water
wire
outer pipe
inner pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP30615194A
Other languages
Japanese (ja)
Inventor
Takao Hiwaki
隆雄 樋脇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP30615194A priority Critical patent/JPH08158418A/en
Publication of JPH08158418A publication Critical patent/JPH08158418A/en
Pending legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

PURPOSE: To heighten the water catchment efficiency regardless of the hole diameter by forming an outer and an inner pipe through winding a wire round cores arranged circularly while an appropriate spacing is reserved, and by filling the gap between the two pipes with gravel. CONSTITUTION: A water catchment pipe 1 is formed by inserting an inner pipe 3 into an outer pipe 2 and filling the gap between them with gravel 4. The outer pipe 2 is formed by winding spirally a wire 8 with a small spacing round cores 7 which are arranged between an upper ring and a lower ring 6, and a water passage slit narrow on the natural ground side and wide on the inside is formed between turns of the wire 8 having a triangular section, and it is made unlikely that grains of earth and sand flow into the outer pipe 2. The inner pipe 3 is configured the same as the outer pipe 2, wherein the lower ring 6 is welded to the bottom bed so that coaxial arrangement with the outer pipe 2 is generated. A water passage pipe 12 is connected with the upper ring of the inner pipe 3 and inserted through a boring hole, and the hole is excavated to the same as or some greater than the outside diameter of the water catchment pipe 1, and the outer pipe 2 is put in tight contact with the hole wall so that the catchment efficiency of subsoil water is heightened.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は地下水の汲み上げ等に使
用される集水管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water collecting pipe used for pumping groundwater.

【0002】[0002]

【従来の技術】通常、地下水の汲み上げは、図12に示
すような汲み上げ装置32により行なわれている。
2. Description of the Related Art Usually, pumping up of groundwater is carried out by a pumping device 32 as shown in FIG.

【0003】この汲み上げ装置32は、水脈のある地層
まで掘削したボーリング孔33に通水管34を挿入し、
下部の取水孔35の周囲に孔口から砂利36を落とし込
んだ後、通水管34の上部にポンプ37を取り付けて構
成する。
In this pumping device 32, a water pipe 34 is inserted into a boring hole 33 excavated to a stratum with a water vein,
After the gravel 36 is dropped from the hole opening around the lower water intake hole 35, a pump 37 is attached to the upper part of the water pipe 34 to configure.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記のように
孔口から砂利を落し込むと、孔径が一様でないために砂
利が中途部で詰まって取水孔35の周囲に充填されずに
集水効率が落ちるという問題があった。
However, when the gravel is dropped from the hole mouth as described above, the hole diameter is not uniform and the gravel is clogged in the middle part and is not filled around the water intake hole 35 to collect water. There was a problem of reduced efficiency.

【0005】本発明は上記のような問題に鑑みてなされ
たものであり、その目的は、孔径に左右されることなく
集水効率を高めることのできる集水管を提供することで
ある。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a water collecting pipe capable of enhancing water collecting efficiency without being influenced by the hole diameter.

【0006】[0006]

【課題を解決するための手段】上記のような課題を解決
するための本発明は、請求項1の集水管が、外管内にこ
れより小径な内管が挿入され、この外管と内管との間に
砂利が充填され、これら外管及び内管は適宜間隔をもっ
て円形に配設された芯材に、線材が僅かの隙間をもって
巻き付けられて形成されたことを特徴とし、請求項2の
集水管が、外管内にこれより小径な内管が挿入され、こ
の外管と内管の間には砂利が充填されて取水管が形成さ
れ、該取水管を長手方向に接続管を介して複数接続し、
前記外管及び内管は適宜間隔をもって円形に配設された
芯材に、線材が僅かの隙間をもって巻き付けられて形成
されたことを特徴とし、また、前記線材が断面三角形又
は断面円形又は断面台形であることを特徴とし、また、
前記線材が断面三角形又は断面台形であり、その外面が
長手方向に傾斜して巻き付けられたことを特徴とし、ま
た前記内管が多孔管であることを特徴とし、また、前記
内管に通水管が接続されたことを特徴とし、また前記取
水管のうち最端部の内管に接続管を介して通水管が接続
されたことを特徴とし、また、前記接続管が可撓管であ
ることを特徴とする構成にすることである。
According to the present invention for solving the above-mentioned problems, the water collecting pipe of claim 1 has an inner pipe having a diameter smaller than that of the water collecting pipe inserted into the outer pipe. 3. The outer pipe and the inner pipe are filled with gravel, and the outer pipe and the inner pipe are formed by winding a wire rod around a core material arranged in a circular shape with an appropriate interval with a slight gap. The water collecting pipe is such that an inner pipe having a smaller diameter is inserted into the outer pipe, gravel is filled between the outer pipe and the inner pipe to form a water intake pipe, and the water intake pipe is longitudinally connected via a connecting pipe. Connect multiple,
The outer pipe and the inner pipe are formed by winding a wire rod around a core material arranged in a circular shape with an appropriate interval with a slight gap, and the wire rod has a triangular cross section, a circular cross section or a trapezoidal cross section. And is also
The wire rod has a triangular cross section or a trapezoidal cross section, and the outer surface of the wire rod is slanted in the longitudinal direction, and the inner pipe is a porous pipe, and the water pipe is connected to the inner pipe. Is connected, and a water passage pipe is connected to the innermost pipe of the water intake pipe via a connection pipe, and the connection pipe is a flexible pipe. Is a feature characterized by.

【0007】[0007]

【作用】上記構成によれば、集水管を孔壁に密接させた
状態で孔内に挿入することができるので、集水効率を高
めることができる。
According to the above structure, the water collecting pipe can be inserted into the hole while being in close contact with the hole wall, so that the water collecting efficiency can be improved.

【0008】外管と内管との間に予め砂利が充填された
ことにより、集水管の外周の孔内に砂利を別途に充填す
る手間が省ける。
Since the gravel is preliminarily filled between the outer pipe and the inner pipe, it is possible to save the trouble of separately filling the hole in the outer circumference of the water collecting pipe with the gravel.

【0009】また、外管から集水された水は、砂利を通
過して内管から汲み上げられることにより、砂利がフィ
ルタとしての役目を果たす。
Further, the water collected from the outer pipe passes through the gravel and is pumped up from the inner pipe, so that the gravel serves as a filter.

【0010】また、取水管が長手方向に複数接続された
ことにより、集水効果を高めることができる。
Further, since a plurality of water intake pipes are connected in the longitudinal direction, the water collecting effect can be enhanced.

【0011】また、外管及び内管が、断面三角形又は断
面台形の線材で形成されたことにより、各線材間に地山
側が狭く、かつ内側が広くなった通水スリットが形成さ
れるので土砂粒が流入しにくくなる。また例え流入した
としても、通水スリットの内側に停滞することがないの
で目詰りすることがない。
Further, since the outer pipe and the inner pipe are formed of wire rods having a triangular cross section or a trapezoidal cross section, a water passage slit having a narrow ground side and a wide inner side is formed between the wire rods, so that the earth and sand are formed. Grains are less likely to flow in. Further, even if it flows in, it will not be clogged inside the water passage slit, so that it will not be clogged.

【0012】また、外管及び内管は、断面三角形又は断
面台形の線材を、その外面を長手方向に傾斜させたこと
により、線材の上部が隣接する線材の内側に入り込むた
め地下水は流入し易くなるが、土砂は流入しにくくな
る。
Further, the outer pipe and the inner pipe are made of wire rods having a triangular or trapezoidal cross section, and the outer surfaces of the wire rods are inclined in the longitudinal direction. However, it becomes difficult for the sediment to flow in.

【0013】また、接続管を可撓管としたことにより、
集水管の設置の自由度が大きく広がる。
Further, since the connecting pipe is a flexible pipe,
Greater freedom of installation of water collection pipes.

【0014】[0014]

【実施例】以下、本発明の一実施例を図面に基づいて詳
細に説明する。図1は集水管の一部省略正面図、図2は
同縦断面図、図3は同横断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a front view of the water collecting pipe with a part thereof omitted, FIG. 2 is a longitudinal sectional view of the same, and FIG. 3 is a transverse sectional view of the same.

【0015】集水管1は、外管2内にこれより小径な内
管3が挿入され、これら外管2と内管3との間に砂利4
が充填されて構成されている。外管2は、図2に示すよ
うに、上部環体5と下部環体6との間に配列された芯材
7の外周に、線材8が僅かな隙間をもって螺旋状にまか
れて構成されている。
In the water collecting pipe 1, an inner pipe 3 having a diameter smaller than that of the outer pipe 2 is inserted, and a gravel 4 is provided between the outer pipe 2 and the inner pipe 3.
Are filled and configured. As shown in FIG. 2, the outer tube 2 is formed by spirally winding a wire 8 around a core material 7 arranged between an upper ring body 5 and a lower ring body 6 with a slight gap. ing.

【0016】線材8は断面三角形であり、その角部が芯
材7に溶接されて各線材8間に通水スリット9が形成さ
れ、この通水スリットは地山側が狭く、内側が広く形成
されている。
The wire rod 8 has a triangular cross section, and its corners are welded to the core member 7 to form water passage slits 9 between the wire rods 8. The water passage slits are narrow on the natural ground side and wide on the inner side. ing.

【0017】このような地山側が狭く、内側が広い通水
スリット9は、土砂粒を外管2内へ流入しにくくすると
共に、例え土砂粒が流入したとしても、通水スリット9
の内側に停滞しないので目詰りすることがない。なお、
前記線材8は断面三角形であればその種類には限定され
ず、正三角形や二等辺三角形等であってもよい。
Such a water passage slit 9 having a narrow ground side and a wide inner side makes it difficult for the sediment particles to flow into the outer tube 2, and even if the sediment particles flow in, the water passage slit 9 is formed.
There is no clogging because it does not stagnate inside. In addition,
The wire rod 8 is not limited to the type as long as it has a triangular cross section, and may be an equilateral triangle, an isosceles triangle, or the like.

【0018】内管3は、外管2よりも小径であるが外管
2と同一の構成であり、下部環体6が底蓋10に溶接さ
れて外管2と同軸に設置されている。また、内管3の上
部環体5は、外管2の上部環体5よりも長く形成されて
上蓋11から突出され、この突出部に通水管12が接続
される。
The inner pipe 3 has a smaller diameter than the outer pipe 2, but has the same structure as the outer pipe 2, and the lower ring body 6 is welded to the bottom lid 10 and is installed coaxially with the outer pipe 2. Further, the upper ring body 5 of the inner pipe 3 is formed longer than the upper ring body 5 of the outer pipe 2 and protrudes from the upper lid 11, and the water pipe 12 is connected to this protruding portion.

【0019】これら外管2と内管3との間には砂利4が
充填されており、この砂利の大きさは地盤に応じて設定
される。
Gravel 4 is filled between the outer pipe 2 and the inner pipe 3, and the size of the gravel is set according to the ground.

【0020】図5は、集水管1を地下水の汲み上げ装置
に使用したものであり、内管3の上部環体5に通水管1
2を接続してボーリング孔14に挿入したものである。
ボーリング孔14は、集水管1の外径と同径か、或はこ
れよりやや大径に掘削することにより、外管2を孔壁1
4aに密接させることができる。
In FIG. 5, the water collecting pipe 1 is used for a pumping device for ground water, and the water pipe 1 is connected to the upper ring body 5 of the inner pipe 3.
2 is connected and inserted into the boring hole 14.
The boring hole 14 is drilled to have the same diameter as the outer diameter of the water collecting pipe 1 or a slightly larger diameter than the outer diameter of the water collecting pipe 1, thereby making the outer pipe 2 open.
It can be closely attached to 4a.

【0021】このため地下水の集水効率を高めることが
できるとともに、集水スリット9からの土砂の流入や目
詰まりを防ぐことができる。また例え、土砂が流入した
としても、砂利4と内管3とがフィルタの役目をするの
で内管3内に土砂が入るということがない。
Therefore, the efficiency of collecting groundwater can be improved, and the inflow and clogging of sediment from the water collecting slit 9 can be prevented. Further, even if the earth and sand flow in, since the gravel 4 and the inner pipe 3 function as a filter, the earth and sand will not enter the inner pipe 3.

【0022】また、図6の(1)は、内管3を多孔管1
5で形成した集水管1を示した実施例であり、多孔管1
5の孔15aは縦又は横長のスリットの他に、通常の円
形孔であってもよい。
In FIG. 6 (1), the inner tube 3 is replaced by the perforated tube 1
5 is an example showing a water collecting pipe 1 formed in No. 5, and a perforated pipe 1
The holes 15a of No. 5 may be ordinary circular holes in addition to the vertically or horizontally long slits.

【0023】この集水管1は、多数の孔15aを備えた
通水管12の先端を、外管2内に挿入して形成すること
ができるので、別途に通水管12を接続する手間を省く
ことができる。このように内管3を多孔管15として
も、線材8で形成した集水管1と同様の効果を達成する
ことがきる。
Since this water collecting pipe 1 can be formed by inserting the tip of the water pipe 12 having a large number of holes 15a into the outer pipe 2, it is not necessary to separately connect the water pipe 12. You can In this way, even if the inner pipe 3 is the perforated pipe 15, it is possible to achieve the same effect as that of the water collecting pipe 1 formed of the wire rod 8.

【0024】さらに、線材8は断面三角形に限定され
ず、図6の(2)及び(3)に示すような断面円形及び
断面台形であってもよい。
Further, the wire rod 8 is not limited to have a triangular cross section, and may have a circular cross section or a trapezoidal cross section as shown in (2) and (3) of FIG.

【0025】図7は、外管2の線材8が後端側に僅かに
傾斜して形成された集水管1を示した実施例である。こ
の線材8の傾斜角度は任意であり、地盤及び集水管1の
外形に応じて設定する。またこれは同図の(2)に示す
ように断面三角形に限らず、断面台形であってもよい。
FIG. 7 is an embodiment showing the water collecting pipe 1 in which the wire rod 8 of the outer pipe 2 is formed with a slight inclination toward the rear end side. The inclination angle of the wire rod 8 is arbitrary and is set according to the outer shape of the ground and the water collection pipe 1. Further, this is not limited to a triangular cross section as shown in (2) of the figure, but may be a trapezoidal cross section.

【0026】そして、このような線材8を備えた集水管
1をボウリング孔14に挿入すると、線材8の上部が、
隣接する線材8の内側に入り込むため地下水は流入し易
くなるが、土砂は流入しにくくなる。
When the water collecting pipe 1 having such a wire 8 is inserted into the bowling hole 14, the upper part of the wire 8 is
Since the groundwater enters the inside of the adjacent wire rod 8, the groundwater easily flows in, but the sand and sand hardly flow in.

【0027】この他、上記集水管1は外管2及び内管3
の線材8を後端側に傾斜させたものや、外管2の線材8
は後端側に傾斜させるが、内管3の線材8は傾斜させな
いもの、或は外管2の線材8は傾斜させないが、内管3
の線材8を後端側に傾斜させたものを形成することがで
きる。
In addition to the above, the water collection pipe 1 includes an outer pipe 2 and an inner pipe 3.
Wire rod 8 of which is inclined toward the rear end side, or the wire rod 8 of the outer tube 2
Is inclined toward the rear end side, but the wire rod 8 of the inner pipe 3 is not inclined, or the wire rod 8 of the outer pipe 2 is not inclined, but the inner pipe 3
The wire rod 8 can be formed by inclining it toward the rear end side.

【0028】さらに、内管3が多孔管15である集水管
1の場合は、外管2の線材8を後端側に傾斜させること
もできる。
Further, in the case of the water collecting pipe 1 in which the inner pipe 3 is the perforated pipe 15, the wire rod 8 of the outer pipe 2 can be inclined to the rear end side.

【0029】また、図6の(2)に示すように、外管2
が断面円形で、内管3が断面三角形の線材8で形成され
た集水管1は、内管3の線材8を後端側に傾斜させて形
成することができる。さらに、この外管2又は内管3の
線材8は後端側に限らず、先端側に傾斜させることもで
き、その角度も任意に設定することができる。
Further, as shown in (2) of FIG.
The water collecting pipe 1 having a circular cross section and the inner pipe 3 formed of a wire rod 8 having a triangular cross section can be formed by inclining the wire rod 8 of the inner pipe 3 toward the rear end side. Further, the wire rod 8 of the outer tube 2 or the inner tube 3 is not limited to the rear end side but can be inclined to the front end side, and its angle can be set arbitrarily.

【0030】図8は、請求項2の集水管の正面図、図9
は同縦断面図である。この集水管17は、複数の取水管
18を接続管19により長手方向に4本接続して形成し
たものである。
FIG. 8 is a front view of the water collecting pipe according to claim 2, and FIG.
Is a vertical sectional view of the same. The water collecting pipe 17 is formed by connecting a plurality of water intake pipes 18 in the longitudinal direction by connecting pipes 19.

【0031】この取水管18は、前記の集水管1と同様
に、外管20内にこれより小径な内管21が挿入され、
これらの外管20と内管21との間に砂利22が充填さ
れて構成されている。
The water intake pipe 18 has an inner pipe 21 having a smaller diameter than the outer pipe 20, which is inserted into the outer pipe 20 in the same manner as the water collecting pipe 1.
Gravel 22 is filled between the outer pipe 20 and the inner pipe 21.

【0032】取水管18の外管20及び内管21は、前
記請求項1の外管2及び内管3と同一の構成であり、内
管21の上部環体23が底蓋25から、また下部環体2
4が上蓋26からそれぞれ突出している。
The outer pipe 20 and the inner pipe 21 of the water intake pipe 18 have the same structure as the outer pipe 2 and the inner pipe 3 of the above-mentioned claim 1, and the upper ring body 23 of the inner pipe 21 from the bottom lid 25, Lower ring 2
4 project from the upper lid 26.

【0033】この突出した上部環体23と、隣接する下
部環体24とがシール材27を介して突き合わされ、こ
の突合せ部に接続管19が嵌合されて両者を接続してい
る。
The projecting upper ring member 23 and the adjacent lower ring member 24 are butted against each other via the seal material 27, and the connecting pipe 19 is fitted to this butted portion to connect them.

【0034】前記外管20及び内管21の線材29は、
請求項1の集水管1の内管3及び外管2の線材8と同様
に断面三角形であるが、これは三角形であればその種類
には限定されず、正三角形や二等辺三角形等であっても
よい。
The wire 29 of the outer tube 20 and the inner tube 21 is
The wire rod 8 of the inner pipe 3 and the outer pipe 2 of the water collection pipe 1 of claim 1 has a triangular cross-section, but the type is not limited as long as it is a triangle, such as an equilateral triangle or an isosceles triangle. May be.

【0035】図10及び図11は、この集水管17を砂
防ダム30に取り付けた実施例を示すものであり、この
場合は最上部の取水管18の内管21に接続管19を介
して通水管31が接続され、この通水管31がダムの堤
防30a内に埋設されている。
10 and 11 show an embodiment in which the water collecting pipe 17 is attached to the erosion control dam 30, and in this case, the inner pipe 21 of the uppermost water intake pipe 18 is connected through the connecting pipe 19. A water pipe 31 is connected, and this water pipe 31 is embedded in the dam 30a.

【0036】この取水管18は砂利13で適宜厚さに被
覆され、この砂利13が流出するのを防止するためその
周囲にブロック16を配置している。この場合も砂防ダ
ム30内の水は、取水管18で集水されて通水管31か
ら排水される。
The intake pipe 18 is covered with gravel 13 to a suitable thickness, and a block 16 is arranged around the gravel 13 to prevent the gravel 13 from flowing out. Also in this case, the water in the sabo dam 30 is collected by the intake pipe 18 and drained from the water pipe 31.

【0037】また、接続管19をゴム性の可撓管とする
ことにより、集水管17の設置の自由度が広がるのでコ
ンクリートダムに負担をかけることなく設置することが
できる。
Further, since the connecting pipe 19 is made of a rubber flexible pipe, the water collecting pipe 17 can be installed more freely, so that the concrete dam can be installed without burdening the concrete dam.

【0038】この取水管18は、図6の(1)に示すよ
うに、外管20を断面三角形の線材29で、また内管2
1を多孔管でそれぞれ形成することもできる。
As shown in (1) of FIG. 6, the water intake pipe 18 is such that the outer pipe 20 is a wire rod 29 having a triangular cross section, and the inner pipe 2 is
It is also possible to form 1 by a perforated tube.

【0039】また、同図の(2)に示すように、外管2
0を断面円形の線材29で、内管21を断面三角形の線
材29でそれぞれ形成することもできる。さらに、同図
の(3)に示すように、外管20及び内管21をそれぞ
れ断面台形の線材29で形成することもできる。
Further, as shown in (2) of FIG.
It is also possible to form the wire rod 0 having a circular cross section and the inner tube 21 with a wire rod 29 having a triangular cross section. Further, as shown in (3) of the same figure, the outer pipe 20 and the inner pipe 21 may be formed of wire rods 29 each having a trapezoidal cross section.

【0040】また前記と同様に、取水管18の外管20
及び内管21の線材29を、後端側に僅かに傾斜して形
成することもできる。この場合、線材29の傾斜角度は
任意であり、その地盤及び集水管17の外形に応じて設
定する。
Further, as in the above, the outer pipe 20 of the water intake pipe 18 is
Also, the wire rod 29 of the inner pipe 21 may be formed to be slightly inclined toward the rear end side. In this case, the inclination angle of the wire rod 29 is arbitrary and is set according to the ground and the outer shape of the water collection pipe 17.

【0041】この他、上記取水管18は外管20の線材
29を後端側に傾斜させるが、内管21の線材29を傾
斜させないものや、外管20の線材29は傾斜させない
が、内管21の線材29を後端側に傾斜させたものを形
成することができる。また、内管21が多孔管である取
水管18の場合は、外管20の線材29を後端側に傾斜
させることもできる。
In addition, in the intake pipe 18, the wire 29 of the outer pipe 20 is inclined toward the rear end side, but the wire 29 of the inner pipe 21 is not inclined, and the wire 29 of the outer pipe 20 is not inclined. It is possible to form the wire rod 29 of the tube 21 that is inclined toward the rear end side. Further, in the case of the water intake pipe 18 in which the inner pipe 21 is a perforated pipe, the wire rod 29 of the outer pipe 20 can be inclined toward the rear end side.

【0042】また、図6の(2)に示すように、外管2
0が断面円形で、内管21が断面三角形の線材29で形
成された取水管18は、内管21の線材29を傾斜させ
て形成することができる。
Further, as shown in (2) of FIG. 6, the outer tube 2
The intake pipe 18 in which 0 has a circular cross section and the inner pipe 21 is formed of a wire rod 29 having a triangular cross section can be formed by inclining the wire rod 29 of the inner pipe 21.

【0043】さらに、この外管20又は内管21の線材
29は後端側に限らず、先端側に傾斜させることもで
き、その傾斜角度も任意に設定することができる。
Further, the wire rod 29 of the outer pipe 20 or the inner pipe 21 is not limited to the rear end side but can be inclined toward the front end side, and the inclination angle can be set arbitrarily.

【0044】[0044]

【発明の効果】集水管を孔壁に密接させた状態で孔内に
挿入することができるので、集水効率を高めることがで
きる。
Since the water collecting pipe can be inserted into the hole while being in close contact with the hole wall, the water collecting efficiency can be improved.

【0045】外管と内管との間に予め砂利が充填された
ことにより、集水管の外周に別途に砂利を充填する手間
が省ける。
Since the gravel is preliminarily filled between the outer pipe and the inner pipe, it is possible to save the trouble of separately filling the outer circumference of the water collecting pipe with the gravel.

【0046】外管から集水された水が砂利を通過して内
管から汲み上げられることにより、この砂利がフィルタ
としての役目を果たす。
The water collected from the outer pipe passes through the gravel and is pumped up from the inner pipe, so that the gravel serves as a filter.

【0047】取水管が長手方向に複数接続されたことに
より、集水効果を高めることができる。
Since a plurality of water intake pipes are connected in the longitudinal direction, the water collecting effect can be enhanced.

【0048】外管を断面三角形又は断面台形の線材で形
成したことにより、これらの線材間に地山側が狭く、内
側が広くなった通水スリットが形成されるので、土砂粒
が流入しにくくなる。また例え流入したとしても、通水
スリットの内側に停滞することがないので目詰りするこ
とがない。
By forming the outer pipe with a wire having a triangular or trapezoidal cross section, a water passage slit having a narrow ground side and a wide inner side is formed between these wire rods, so that sediment particles do not easily flow in. . Further, even if it flows in, it will not be clogged inside the water passage slit, so that it will not be clogged.

【0049】外管又は内管の線材を断面三角径又は断面
台形とし、その外面を長手方向に傾斜させたことによ
り、線材の上部が、隣接する線材の内側に入り込むため
地下水は流入し易くなるが、土砂は流入しにくくなる。
Since the wire rod of the outer pipe or the inner pipe has a triangular cross-section or a trapezoidal cross-section and the outer surface is inclined in the longitudinal direction, the upper part of the wire rod comes into the inside of the adjacent wire rod, so that the groundwater easily flows in. However, it becomes difficult for the sediment to flow in.

【0050】接続管を可撓管としたことにより集水管の
設置の自由度を大きく広げることができる。
Since the connecting pipe is a flexible pipe, the degree of freedom in installing the water collecting pipe can be greatly expanded.

【図面の簡単な説明】[Brief description of drawings]

【図1】外管を一部省略した集水管の正面図である。FIG. 1 is a front view of a water collection pipe in which an outer pipe is partially omitted.

【図2】集水管の縦断面図である。FIG. 2 is a vertical sectional view of a water collecting pipe.

【図3】集水管の横断面図である。FIG. 3 is a cross-sectional view of a water collection pipe.

【図4】線材の拡大断面図である。FIG. 4 is an enlarged cross-sectional view of a wire rod.

【図5】集水管に通水管を接続して地盤中に打設した断
面図である。
FIG. 5 is a cross-sectional view in which a water pipe is connected to the water collection pipe and is installed in the ground.

【図6】(1)、(2)、(3)は他の実施例を示す集
水管の一部省略断面図である。
6 (1), (2), and (3) are partially omitted cross-sectional views of a water collecting pipe showing another embodiment.

【図7】(1)、(2)は外管の線材を傾斜させた集水
管の一部省略断面図である。
7 (1) and (2) are cross-sectional views in which a part of the water collecting pipe in which the wire rod of the outer pipe is inclined are omitted.

【図8】取水管を長手方向に接続して形成した集水管の
正面図である。
FIG. 8 is a front view of a water collection pipe formed by connecting the water intake pipes in the longitudinal direction.

【図9】取水管の接続部の断面図である。FIG. 9 is a cross-sectional view of a connection portion of an intake pipe.

【図10】集水管を取り付けた砂防ダムの断面図であ
る。
FIG. 10 is a cross-sectional view of a sabo dam to which a water collecting pipe is attached.

【図11】集水管を取り付けた砂防ダムの平面図であ
る。
FIG. 11 is a plan view of a sabo dam to which a water collecting pipe is attached.

【図12】従来の集水装置の断面図である。FIG. 12 is a cross-sectional view of a conventional water collecting device.

【符号の説明】[Explanation of symbols]

1、17 集水管 2、20 外管 3、21 内管 4、、13、22 砂利 5、23 上部環体 6、24 下部環体 7 芯材 8、29 線材 9 通水スリット 10、25 底蓋 11、26 上蓋 12、31 通水管 1, 17 Water collection pipe 2, 20 Outer pipe 3, 21 Inner pipe 4, 4, 13, 22 Gravel 5, 23 Upper ring body 6, 24 Lower ring body 7 Core material 8, 29 Wire rod 9 Water passing slit 10, 25 Bottom lid 11, 26 Upper lid 12, 31 Water pipe

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 外管内にこれより小径な内管が挿入さ
れ、この外管と内管との間に砂利が充填され、これら外
管及び内管は適宜間隔をもって円形に配設された芯材
に、線材が僅かの隙間をもって巻き付けられて形成され
たことを特徴とする集水管。
1. A core in which an inner pipe having a diameter smaller than that of the outer pipe is inserted, gravel is filled between the outer pipe and the inner pipe, and the outer pipe and the inner pipe are circularly arranged at appropriate intervals. A water collecting pipe, which is formed by winding a wire around a material with a slight gap.
【請求項2】 外管内にこれより小径な内管が挿入さ
れ、この外管と内管の間には砂利が充填されて取水管が
形成され、該取水管を長手方向に接続管を介して複数接
続し、前記外管及び内管は適宜間隔をもって円形に配設
された芯材に、線材が僅かの隙間をもって巻き付けられ
て形成されたことを特徴とする集水管。
2. An inner pipe having a smaller diameter than the outer pipe is inserted into the outer pipe, gravel is filled between the outer pipe and the inner pipe to form an intake pipe, and the intake pipe is longitudinally connected via a connecting pipe. A plurality of the above-mentioned outer pipes and inner pipes are connected to each other, and the outer pipe and the inner pipe are formed in such a manner that a wire is wound around a core material arranged in a circular shape with a proper gap and a slight gap.
【請求項3】 前記線材が断面三角形又は断面円形又は
断面台形であることを特徴とする請求項1又は2に記載
の集水管。
3. The water collection pipe according to claim 1 or 2, wherein the wire has a triangular shape, a circular shape, or a trapezoidal shape in cross section.
【請求項4】 前記線材が断面三角形又は断面台形であ
り、その外面が長手方向に傾斜して巻き付けられたこと
を特徴とする請求項1、2、3に記載の通水管。
4. The water pipe according to claim 1, wherein the wire has a triangular cross section or a trapezoidal cross section, and an outer surface of the wire is wound while being inclined in the longitudinal direction.
【請求項5】 前記内管が多孔管であることを特徴とす
る請求項1、2、3、4に記載の集水管。
5. The water collecting pipe according to claim 1, 2, 3, or 4, wherein the inner pipe is a perforated pipe.
【請求項6】 前記内管に通水管が接続されたことを特
徴とする請求項1又は5に記載の集水管。
6. The water collecting pipe according to claim 1, wherein a water pipe is connected to the inner pipe.
【請求項7】 前記取水管のうち最端部の内管に接続管
を介して通水管が接続されたことを特徴とする請求項
2、3、4に記載の集水管。
7. The water collecting pipe according to claim 2, 3, or 4, wherein a water pipe is connected to an innermost pipe of the water intake pipe through a connecting pipe.
【請求項8】 前記接続管が可撓管であることを特徴と
する請求項2、3、4に記載の集水管。
8. The water collecting pipe according to claim 2, wherein the connecting pipe is a flexible pipe.
JP30615194A 1994-12-09 1994-12-09 Water catchment pipe Pending JPH08158418A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30615194A JPH08158418A (en) 1994-12-09 1994-12-09 Water catchment pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30615194A JPH08158418A (en) 1994-12-09 1994-12-09 Water catchment pipe

Publications (1)

Publication Number Publication Date
JPH08158418A true JPH08158418A (en) 1996-06-18

Family

ID=17953670

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30615194A Pending JPH08158418A (en) 1994-12-09 1994-12-09 Water catchment pipe

Country Status (1)

Country Link
JP (1) JPH08158418A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100415443B1 (en) * 2000-03-31 2004-01-31 김종석 Pipe conduit
CN102174828A (en) * 2011-03-30 2011-09-07 中国农业科学院农田灌溉研究所 Box type prefilled material filtering well pipe
JP2012202120A (en) * 2011-03-25 2012-10-22 Takiron Engineering Kk Rehabilitation method for existing water collecting well and rehabilitated water collecting well constructed with the method
JP2015197373A (en) * 2014-04-01 2015-11-09 株式会社大林組 Collection method of ground water

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100415443B1 (en) * 2000-03-31 2004-01-31 김종석 Pipe conduit
JP2012202120A (en) * 2011-03-25 2012-10-22 Takiron Engineering Kk Rehabilitation method for existing water collecting well and rehabilitated water collecting well constructed with the method
CN102174828A (en) * 2011-03-30 2011-09-07 中国农业科学院农田灌溉研究所 Box type prefilled material filtering well pipe
JP2015197373A (en) * 2014-04-01 2015-11-09 株式会社大林組 Collection method of ground water

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