JP2012172305A - Drain cylinder - Google Patents

Drain cylinder Download PDF

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JP2012172305A
JP2012172305A JP2011031970A JP2011031970A JP2012172305A JP 2012172305 A JP2012172305 A JP 2012172305A JP 2011031970 A JP2011031970 A JP 2011031970A JP 2011031970 A JP2011031970 A JP 2011031970A JP 2012172305 A JP2012172305 A JP 2012172305A
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half cylinder
perforated
cylinder
hole
bottom half
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JP5795861B2 (en
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Mitsuru Tomita
満 富田
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Free Kogyo KK
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Free Kogyo KK
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Abstract

PROBLEM TO BE SOLVED: To provide a drain cylinder capable of more efficiently taking in underground water, surface water, water on a roof, or the like.SOLUTION: In a drain cylinder, an upward nonporous bottom half-cylinder 1 has a radius such that, when a downward porous half-cylinder 2 is put on the nonporous bottom half-cylinder 1, edges 21 parallel to a central axis of the porous half-cylinder 2 are dropped into the nonporous bottom half-cylinder 1. The edges 21 of the porous half-cylinder 2 are dropped into the nonporous bottom half-cylinder 1, which forms clearance between both as a side face groove 3.

Description

本発明は、地中の水、地表面の水、構造物の屋根などの水を排水するための排水筒に関するものである。   The present invention relates to a drain tube for draining water such as underground water, ground surface water, and roof of a structure.

地下水の水圧を原因とした土砂崩落、擁壁崩落を防ぐために、透孔を有する排水筒を地中に設置し、透孔を通じて集水した管周囲の間隙水を地中から誘導して地表へ排水する水抜き技術が知られている。
それらの技術の中で、円筒を地中に設置した状態でその上半分を有孔構造に、下半分を無孔構造に構成した排水筒が知られており、本件出願人もすでに開発を行った。
To prevent landslides and retaining walls from falling due to groundwater pressure, install drainage pipes with through holes in the ground and guide the pore water around the pipes collected through the through holes from the ground to the surface. Drainage technology for draining is known.
Among these technologies, there is known a drainage cylinder in which a cylinder is installed in the ground and its upper half is constructed with a perforated structure and the lower half is constructed with a non-porous structure. The applicant has already developed it. It was.

特開2003−232028号公報。JP2003-232028A. 特開2006−336338号公報。JP 2006-336338 A.

しかし上記したような排水筒にあっては、次のような問題点があることが分かった。
(1) 有孔部を、設置した状態でその上半分だけに設けたものであるため、有孔部の水抜孔から集水すれば、下半分から周囲に水が漏れ出してしまうことがなく、前周囲に有孔部を形成した排水筒に比較して排水性が極めて良好であることが明らかであった。
(2) しかし、本願発明者は、さらに集水効率のよい排水筒の開発を目指していた。集水効率を上げるためには、有孔部の水抜孔の寸法を広げればよいのであるが、孔の寸法を大きくしたり、孔の数を増やすと排水筒としての強度が低下する。
(3) 排水筒は、先行して削孔した孔の内部に挿入するものであるが、実際には孔壁が崩れている場合もあり、その際には排水筒を土砂の中に叩き込むような作業も要求される。
(4) そのために、孔の面積を拡大したり、増設する構造では、地中へ叩き込むような乱雑な作業に耐えることができない排水筒となり、作業中に有孔部が簡単に破損する構造になってしまい、本末転倒であることが分かった。
(5) 以上は地下水を排水する場合の問題であったが、地表面の水を排水する場合、あるいは構造物の屋根の水を排水する場合にも、強度が要求されるから、同様の問題が考えられる。
However, it has been found that there are the following problems in the drain tube as described above.
(1) Since the perforated part is provided only in the upper half in the installed state, if water is collected from the drain hole of the perforated part, water will not leak from the lower half to the surroundings. It was clear that the drainage performance was very good as compared with the drainage cylinder having a perforated portion formed in the front periphery.
(2) However, the inventor of the present application aimed to develop a drainage tube with higher water collection efficiency. In order to increase the water collection efficiency, the size of the drain hole in the perforated portion may be increased. However, if the size of the hole is increased or the number of holes is increased, the strength as the drainage cylinder is lowered.
(3) Drainage pipes are inserted into holes that have been drilled in advance, but in fact, the wall of the hole may have collapsed. In that case, the drainage pipe should be driven into the earth and sand. Work is also required.
(4) For this reason, the structure that expands or expands the hole area becomes a drainage cylinder that cannot withstand messy work such as tapping into the ground, and the perforated part is easily damaged during work. It turned out, and it turned out that it was a fall at the end.
(5) The above is a problem when draining groundwater. However, when draining ground surface water or draining water from the roof of a structure, the same problem arises because strength is required. Can be considered.

上記のような課題を解決するために、本発明の排水筒は、少なくとも無孔底半筒と有孔半筒とより構成し、無孔底半筒と無孔蓋半筒は円筒状の無孔の鋼管を、中心軸に平行な線で切断した状態の半筒であり、有孔半筒は、有孔の板を断面半円状態に形成した状態の半筒であり、無孔底半筒の半径は、有孔半筒の半径よりも大きく形成し、上向きの無孔底半筒に、下向きの有孔半筒を被せた場合に、有孔半筒の中心軸に平行な端縁が、無孔底半筒の内部に落ち込む程度の半径であり、有孔半筒の端縁が無孔底半筒の内部に落ち込むことで、両者間の隙間を側面溝として形成した、排水筒を特徴としたものである。
また本発明の排水筒は、無孔底半筒と有孔半筒と、無孔蓋筒とより構成し、無孔底半筒と無孔蓋半筒は円筒状の無孔の鋼管を、中心軸に平行な線で切断した状態の半筒であり、有孔半筒は、有孔の板を断面半円状態に形成した状態の半筒であり、無孔底半筒の半径は、有孔半筒の半径よりも大きく形成し、上向きの無孔底半筒に、下向きの有孔半筒を被せた場合に、有孔半筒の中心軸に平行な端縁が、無孔底半筒の内部に落ち込む程度の半径であり、上向きの無孔底半筒に、下向きの無孔蓋半筒を被せた場合に、無孔底半筒の中心軸に平行な端縁と、無孔蓋半筒の中心軸に平行な端縁が一致する半径であり、有孔半筒の端縁が無孔底半筒の内部に落ち込むことで、両者間の隙間を側面溝として形成した、排水筒を特徴としたものである。
In order to solve the problems as described above, the drainage cylinder of the present invention comprises at least a non-hole bottom half cylinder and a perforated half cylinder, and the non-hole bottom half cylinder and the non-hole lid half cylinder are cylindrical non-holes. A perforated steel pipe is a half cylinder cut by a line parallel to the central axis, and a perforated half cylinder is a half cylinder in which a perforated plate is formed in a semicircular cross section, The radius of the cylinder is larger than the radius of the perforated half cylinder, and the edge parallel to the central axis of the perforated half cylinder when the upward perforated bottom half cylinder is covered with the downward perforated half cylinder Is a radius that falls to the inside of the non-hole bottom half-cylinder, and the drainage cylinder that the gap between the two is formed as a side groove by the edge of the perforated half-cylinder falling into the inside of the non-hole bottom half-cylinder It is characterized by.
Further, the drainage cylinder of the present invention comprises a non-hole bottom half cylinder, a perforated half cylinder, and a non-hole lid cylinder, and the non-hole bottom half cylinder and the non-hole lid half cylinder include a cylindrical non-hole steel pipe, A semi-cylinder in a state cut by a line parallel to the central axis, a perforated half-cylinder is a half-cylinder in which a perforated plate is formed in a semicircular cross-section, and the radius of the non-perforated bottom half-cylinder is When the upper perforated half cylinder is covered with the downward perforated half cylinder, the edge parallel to the central axis of the perforated half cylinder is The radius is such that it falls into the inside of the half cylinder, and when an upward non-hole bottom half cylinder is covered with a downward non-hole lid half cylinder, an edge parallel to the central axis of the non-hole bottom half cylinder The radius is parallel to the edge parallel to the central axis of the hole-covered half cylinder, and the edge of the perforated half-cylinder falls into the inside of the non-hole bottom half-cylinder, thereby forming a gap between them as a side groove. It is characterized by a drain.

本発明の排水筒は上記した課題を解決するための手段により、次のような効果のうちの少なくとも一つを得ることができる。
(1) 上部の有孔構造の排水筒の管本体の周面に無孔部を、管本体の長手方向に沿って連続して形成したことで、無孔部からの水の抜け出しを防止することができる。そのために抜け出した水が再度地中に浸透してしまうといった現象の発生を阻止でき、排水効果に優れ、土砂崩落、擁壁崩落を効率よく防止することができる。
(2) 無孔底半筒の上から有孔半筒を被せた場合に、有孔半筒の中心軸に平行な端縁が無孔底半筒の内部に落ち込むような半径として構成してある。そのために、有孔半筒の端縁と無孔底半筒の内側面との間に側面溝が生じる。その結果、有孔半筒の通水孔の開口部だけでなく、有孔半筒の両側の端縁に生じる側面溝から水を効率よく導入することができる。
(3) 特にこの側面溝は、点溶接部分を除いて有孔半筒の全長にわたって形成できるから、個別の水抜き孔の数倍の面積を開口することができ、地下水を導入することができ、きわめて大きい集水効率を達成できるものである。
(4) さらにこの側面溝を設けても、有孔半筒の水抜き孔の面積を拡大する場合と異なって、有孔半筒の強度を低下させることがないから、排水筒を地中に叩き込むような乱雑な作業にも耐えることができる。
(5) 殊に、春になって大量の雪が溶け出すような地域においては、本発明の鋼管を使用することで、簡易な手法で大量の地中水を排水できるので土砂崩壊の被害を未然に防止することができ、人命や経済的損失を最小限に食い止めることができる。
(6) 地中に存在する過剰な余剰水を排出することで耐震化、免震作用を高めるものとなる。
(7) 排水筒の1本は長尺に形成し得ないような場合でも、ジョイント管を使用することで、複数本を順次接続して長尺な排水筒を形成することができる。このため、現場の必要長を簡単に確保することが可能である。
(8) 以上の効果は地下水を排水する場合の効果であったが、地表面の水を排水する場合、あるいは構造物の屋根の水を排水する場合にも同様の効果を期待することができる。
The drain tube of the present invention can obtain at least one of the following effects by means for solving the above-described problems.
(1) The non-perforated portion is continuously formed along the longitudinal direction of the pipe body in the peripheral surface of the pipe body of the upper perforated drainage tube to prevent the water from coming out from the non-porous part. be able to. Therefore, it is possible to prevent the phenomenon that the water that has escaped penetrates into the ground again, which is excellent in drainage effect, and it is possible to efficiently prevent landslide and retaining wall collapse.
(2) When the perforated half cylinder is covered from above the non-perforated bottom half cylinder, the edge parallel to the central axis of the perforated half cylinder falls into the inside of the perforated bottom half cylinder. is there. For this reason, a side groove is formed between the edge of the perforated half cylinder and the inner side surface of the non-perforated bottom half cylinder. As a result, water can be efficiently introduced not only from the opening portion of the water passage hole of the perforated half tube but also from the side grooves formed at the edges on both sides of the perforated half tube.
(3) In particular, this side groove can be formed over the entire length of the perforated half cylinder except for the spot welded portion, so that it can open an area several times that of individual drain holes and can introduce groundwater. It can achieve very high water collection efficiency.
(4) Even if this side groove is provided, unlike the case where the area of the drain hole of the perforated half cylinder is increased, the strength of the perforated half cylinder will not be reduced. It can withstand messy work like slamming.
(5) Especially in areas where a large amount of snow melts in the spring, the use of the steel pipe of the present invention can drain a large amount of underground water using a simple method, thus preventing damage from landslides. It is possible to prevent human life and economic loss to a minimum.
(6) Displacement of excess surplus water existing in the ground will improve earthquake resistance and seismic isolation.
(7) Even when one drain tube cannot be formed long, a long drain tube can be formed by using a joint pipe to connect a plurality of drain tubes sequentially. For this reason, it is possible to easily secure the required length of the site.
(8) The above effect was the effect when draining groundwater, but the same effect can be expected when draining ground surface water or draining roof water of structures. .

本発明の排水筒の実施例の分解説明図。The exploded explanatory view of the example of the drain tube of the present invention. 排水筒の実施例の側面からの分解説明図。The exploded explanatory view from the side of the example of a drain pipe. 排水筒に設けた側面溝の形成状態の断面図。Sectional drawing of the formation state of the side surface groove | channel provided in the drain tube. 排水筒に設けた側面溝の形成状態の平面図。The top view of the formation state of the side surface groove | channel provided in the drain tube.

以下図面を参照にしながら本発明の排水筒の好適な実施の形態を詳細に説明する。   Hereinafter, preferred embodiments of the drain tube of the present invention will be described in detail with reference to the drawings.

<1>全体の構成。
本発明の排水筒は、無孔底半筒1と有孔半筒2と、さらに場合によっては無孔蓋半筒4とより構成するものである。
<1> Overall configuration.
The drainage cylinder of the present invention comprises a non-hole bottom half cylinder 1, a perforated half cylinder 2, and, in some cases, a non-hole lid half cylinder 4.

<2>無孔底半筒。
無孔底半筒1は、円筒状の無孔の鋼管を、中心軸に平行な線で切断した「樋」状の半筒である。
この無孔底半筒1が、排水筒の下半分を構成するものであり、無孔であるから下半分から水が漏出してしまうことがない。
<2> Non-hole bottom half cylinder.
The non-hole bottom half cylinder 1 is a “樋” -like half cylinder obtained by cutting a cylindrical non-hole steel pipe along a line parallel to the central axis.
This non-hole bottom half cylinder 1 constitutes the lower half of the drain cylinder, and since it is non-hole, water does not leak out from the lower half.

<3>有孔半筒。
有孔半筒2は、有孔の板を断面半円状態に形成した状態の半筒である。
有孔の板とは、例えばエキスパンドメタル、金網、孔を打ち抜いた鋼板、多数の孔を開口した合成樹脂板などである。
これらの孔が、地下水を排水筒に導入する水抜孔22として機能する。
有孔半筒2はそのような有孔板を、断面がほぼ半円である「樋」状に形成したものであり、有孔半筒2の両側には、中心軸と平行方向に形成した端縁21が形成できる。
なお、断面は半円形に限らず、中心を高くした二つ折の山形に形成しても使用することができる。
<3> Perforated half cylinder.
The perforated half cylinder 2 is a half cylinder in a state in which a perforated plate is formed in a semicircular cross section.
The perforated plate is, for example, an expanded metal, a wire mesh, a steel plate with holes punched out, a synthetic resin plate with a large number of holes opened.
These holes function as drain holes 22 for introducing groundwater into the drain tube.
The perforated half-cylinder 2 is such a perforated plate formed in a “樋” shape having a substantially semicircular cross section, and is formed on both sides of the perforated half-cylinder 2 in a direction parallel to the central axis. An edge 21 can be formed.
Note that the cross section is not limited to a semicircular shape, but can be used even if it is formed in a double fold shape with a raised center.

<4>有孔半筒の半径。
有孔半筒2の半径と、前記の無孔底半筒1との間には一定の関係がある。
すなわち、無孔底半筒1の半径は、有孔半筒2の半径よりも大きく形成しておく。
すると、上向きの無孔底半筒1に、下向きの有孔半筒2を被せた場合に、有孔半筒2の中心軸に平行な有孔半筒2の端縁が、無孔底半筒1の内部に落ち込むことになる。
<4> Radius of the perforated half cylinder.
There is a certain relationship between the radius of the perforated half cylinder 2 and the non-perforated bottom half cylinder 1.
That is, the radius of the non-hole bottom half cylinder 1 is formed larger than the radius of the perforated half cylinder 2.
Then, when the upward perforated bottom half cylinder 1 is covered with the downward perforated half cylinder 2, the edge of the perforated half cylinder 2 parallel to the central axis of the perforated half cylinder 2 is It falls into the inside of the tube 1.

<5>側面溝の形成。
有孔半筒2の中心軸と平行の端縁21が、無孔底半筒1の内部に落ち込むことによって、有孔半筒2の端縁21と、無孔底半筒1の内面との間に多少の隙間ができる。 この隙間を側面溝3として構成する。
この側面溝3は、有孔半筒2の端縁21と無孔底半筒1の接触する全延長に構成することができるので、そこからの水の導入が容易となる。
有孔半筒2を無孔底半筒1の内部に落とし込んだのちに、数か所の溶接部12で溶接して両者を一体化する。
<5> Formation of side grooves.
The end edge 21 parallel to the central axis of the perforated half cylinder 2 falls into the non-hole bottom half cylinder 1, whereby the end edge 21 of the perforated half cylinder 2 and the inner surface of the non-hole bottom half cylinder 1 There are some gaps between them. This gap is configured as a side groove 3.
Since the side groove 3 can be formed as an entire extension where the end edge 21 of the perforated half cylinder 2 and the non-perforated bottom half cylinder 1 are in contact with each other, water can be easily introduced therefrom.
After the perforated half cylinder 2 is dropped into the non-hole bottom half cylinder 1, they are welded at several welds 12 to integrate them.

<6>無孔蓋半筒。
無孔底半筒1の全長にわたって有孔半筒2を落とし込み、その中心軸と平行方向の端縁21によって全長のわたる側面溝3を構成することができる。
しかし強度の確保が必要な場合には、無孔蓋半筒4を使用する。
この無孔蓋半筒4は、円筒状の無孔の鋼管を、中心軸に平行な線で切断した状態の半筒であり、無孔底半筒1の長さよりも短いものを使用する。
<6> Non-porous lid half cylinder.
The perforated half cylinder 2 can be dropped over the entire length of the non-hole bottom half cylinder 1, and the side groove 3 extending over the entire length can be constituted by the edge 21 parallel to the central axis.
However, when it is necessary to ensure the strength, the non-porous lid half cylinder 4 is used.
The non-hole covered half cylinder 4 is a half cylinder in a state in which a cylindrical non-hole steel pipe is cut along a line parallel to the central axis, and is shorter than the length of the non-hole bottom half cylinder 1.

<7>無孔蓋半筒の半径。
この無孔蓋半筒4の凹部を下向きにして、凹部を上向きにした無孔底半筒1に被せた場合には、無孔蓋半筒4の中心軸に平行な端縁41と、無孔底半筒1の中心軸に平行な端縁11の位置は一致して、完全な円筒を形成することができる。
この無孔蓋半筒4を、無孔底半筒1の全長にわたって被せてしまっては、単なる円筒を形成するだけであるから、あくまで補強のために一部に被せるだけであり、基本は広い範囲にわたって有孔半筒2を位置させることである。
<7> Radius of the non-porous lid half cylinder.
When covering the non-holed bottom half cylinder 1 with the concave part of the non-porous lid half cylinder 4 facing downward and the concave part facing upward, an edge 41 parallel to the central axis of the non-porous lid half cylinder 4 The positions of the end edges 11 parallel to the central axis of the hole bottom half cylinder 1 can coincide to form a complete cylinder.
If this non-porous lid half cylinder 4 is covered over the entire length of the non-hole bottom half cylinder 1, it merely forms a cylinder, so it is only partially covered for reinforcement, and the basics are wide. It is to position the perforated half cylinder 2 over the range.

<8>排水筒の設置。
次に本発明の排水筒の実際の使用状態について説明する。
事前に斜面に対して削孔を行い、その孔内へ本願発明の排水筒を挿入し、その尾端だけを斜面の外部に露出させる。
本願発明の排水筒は動力を利用して水抜きを行うものではないから、設置に際しては排水筒が孔外に向けて徐々に低くなる状態で設置して地下水の自然流下を行わせる。
排水筒の挿入に際して、削孔後に壁面の土砂の多少の崩落があっても、本願発明の排水筒は水抜孔22が過剰に開口しておらず、その分を側面溝3で補充する構造であるから、叩き込むような乱雑な作業を行っても有孔半筒2が破損するようなことがなく、水抜孔22の存在が弱点にならない。
排水筒の挿入に際しては、有孔半筒2が削孔の上側に、無孔底半筒1が削孔の下側に位置する姿勢で行う。
<8> Installation of drainage pipes.
Next, the actual use state of the drain tube of the present invention will be described.
A hole is drilled in advance on the slope, the drain tube of the present invention is inserted into the hole, and only the tail end is exposed to the outside of the slope.
Since the drain tube of the present invention does not drain water by using power, the drain tube is installed in a state where the drain tube gradually decreases toward the outside of the hole, and the ground water is allowed to flow naturally.
When inserting the drainage tube, even if there is some collapse of the earth and sand on the wall surface after drilling, the drainage tube of the present invention has a structure in which the drainage hole 22 is not opened excessively and the portion is replenished by the side groove 3. Therefore, the perforated half-cylinder 2 is not damaged even if a messy work such as tapping is performed, and the presence of the drain hole 22 does not become a weak point.
When inserting the drainage cylinder, the perforated half cylinder 2 is positioned above the drilling hole, and the non-hole bottom half cylinder 1 is positioned below the drilling hole.

<9>地下水の導入。
地下水は2種類の開口部から導入する。
一つは、排水筒の上半分に位置する有孔半筒2に多数を開口した水抜孔22からである。
他の一つは、有孔半筒2の中心軸と平行な端縁21と、無孔底半筒1の内面との間に形成した側面溝3である。
特に側面溝3は、無孔底半筒1の中心軸と平行な端縁21のほぼ全長に沿って形成することができるから、きわめて効率よく大量の地下水を導入することができる。
<9> Introduction of groundwater.
Groundwater is introduced through two types of openings.
One is from the drain hole 22 which opened many to the perforated half cylinder 2 located in the upper half of the drain cylinder.
The other one is a side groove 3 formed between the edge 21 parallel to the central axis of the perforated half cylinder 2 and the inner surface of the non-perforated bottom half cylinder 1.
In particular, the side groove 3 can be formed along substantially the entire length of the edge 21 parallel to the central axis of the non-hole bottom half cylinder 1, so that a large amount of groundwater can be introduced very efficiently.

<10>排水。
排水筒に導入した水は、排水筒の下半分が無孔底半筒1であることから、途中で地下層へ漏出してしまうことがなく、全部の量を効率よく排水筒の尾端部から外部へ排出することができる。
<10> Drainage.
Since the lower half of the drain tube is the non-hole bottom half tube 1, the water introduced into the drain tube is not leaked to the underground layer in the middle, and the entire amount is efficiently removed at the tail end of the drain tube. Can be discharged to the outside.

<11>他の用途。
以上は本願発明の排水筒を地下水の排水に使用した場合の機能の説明であった。
同様の機能は、本発明の排水筒を地表面に設置して地表面の水を排水する場合、あるいは構造物の屋根に樋として設置してその水を排水する場合にも同様の機能を果たすことができる。
その場合に、地表面の塵埃や、屋根に蓄積した落ち葉が排水筒の無孔底半筒1の内部に入りにくいから、排水機能を低下させ難いということができる。
<11> Other uses.
The above is description of the function at the time of using the drain pipe of this invention for drainage of groundwater.
The same function is also achieved when the drainage tube of the present invention is installed on the ground surface to drain the water on the ground surface, or when it is installed as a gutter on the roof of the structure to drain the water. be able to.
In that case, since the dust on the ground surface and the fallen leaves accumulated on the roof are difficult to enter the non-hole bottom half cylinder 1 of the drainage cylinder, it can be said that the drainage function is difficult to be lowered.

1:無孔底半筒
2:有孔半筒
3:側面溝
4:無孔蓋半筒
1: Non-hole bottom half cylinder 2: Perforated half cylinder 3: Side groove 4: Non-hole lid half cylinder

Claims (2)

少なくとも無孔底半筒1と有孔半筒2とより構成し、
無孔底半筒1と無孔蓋半筒4は円筒状の無孔の鋼管を、中心軸に平行な線で切断した状態の半筒であり、
有孔半筒2は、有孔の板を断面半円状態に形成した状態の半筒であり、
無孔底半筒1の半径は、有孔半筒2の半径よりも大きく形成し、
上向きの無孔底半筒1に、下向きの有孔半筒2を被せた場合に、有孔半筒2の中心軸に平行な端縁21が、無孔底半筒1の内部に落ち込む程度の半径であり、
有孔半筒2の端縁21が無孔底半筒1の内部に落ち込むことで、両者間の隙間を側面溝3として形成した、
排水筒。
It comprises at least a non-holed bottom half cylinder 1 and a perforated half cylinder 2,
The non-hole bottom half cylinder 1 and the non-hole lid half cylinder 4 are half cylinders in a state where a cylindrical non-hole steel pipe is cut along a line parallel to the central axis,
The perforated half cylinder 2 is a half cylinder in a state in which a perforated plate is formed in a semicircular cross section.
The radius of the non-perforated bottom half cylinder 1 is formed larger than the radius of the perforated half cylinder 2,
When the upward perforated bottom half cylinder 1 is covered with the downward perforated half cylinder 2, the edge 21 parallel to the central axis of the perforated half cylinder 2 falls into the inside of the perforated bottom half cylinder 1. The radius of
The edge 21 of the perforated half cylinder 2 falls into the non-hole bottom half cylinder 1 so that a gap between the two is formed as a side groove 3.
Drain tube.
無孔底半筒1と有孔半筒2と、無孔蓋筒とより構成し、
無孔底半筒1と無孔蓋半筒4は円筒状の無孔の鋼管を、中心軸に平行な線で切断した状態の半筒であり、
有孔半筒2は、有孔の板を断面半円状態に形成した状態の半筒であり、
無孔底半筒1の半径は、有孔半筒2の半径よりも大きく形成し、
上向きの無孔底半筒1に、下向きの有孔半筒2を被せた場合に、有孔半筒2の中心軸に平行な端縁21が、無孔底半筒1の内部に落ち込む程度の半径であり、
上向きの無孔底半筒1に、下向きの無孔蓋半筒4を被せた場合に、無孔底半筒1の中心軸に平行な端縁21と、無孔蓋半筒4の中心軸に平行な端縁21が一致する半径であり、
有孔半筒2の端縁21が無孔底半筒1の内部に落ち込むことで、両者間の隙間を側面溝3として形成した、
排水筒。
It is composed of a non-perforated bottom half cylinder 1, a perforated half cylinder 2, and a non-porous lid cylinder,
The non-hole bottom half cylinder 1 and the non-hole lid half cylinder 4 are half cylinders in a state where a cylindrical non-hole steel pipe is cut along a line parallel to the central axis,
The perforated half cylinder 2 is a half cylinder in a state in which a perforated plate is formed in a semicircular cross section.
The radius of the non-perforated bottom half cylinder 1 is formed larger than the radius of the perforated half cylinder 2,
When the upward perforated bottom half cylinder 1 is covered with the downward perforated half cylinder 2, the edge 21 parallel to the central axis of the perforated half cylinder 2 falls into the inside of the perforated bottom half cylinder 1. The radius of
When the upward non-hole bottom half cylinder 1 is covered with the downward non-hole lid half cylinder 4, the edge 21 parallel to the central axis of the non-hole bottom half cylinder 1 and the center axis of the non-hole lid half cylinder 4 Is a radius at which edges 21 parallel to
The edge 21 of the perforated half cylinder 2 falls into the non-hole bottom half cylinder 1 so that a gap between the two is formed as a side groove 3.
Drain tube.
JP2011031970A 2011-02-17 2011-02-17 Drain Active JP5795861B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5956231U (en) * 1982-10-01 1984-04-12 永岡金網株式会社 water collection pipe
JPS6433309A (en) * 1987-04-18 1989-02-03 Akio Yamamoto French drain work and parts for forming underdrainage
JPH02209529A (en) * 1989-02-07 1990-08-21 Susumu Ota Roof drain constructing method
JP2006336338A (en) * 2005-06-02 2006-12-14 Free Kogyo Kk Drain pipe and drain method using drain pipe

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5956231U (en) * 1982-10-01 1984-04-12 永岡金網株式会社 water collection pipe
JPS6433309A (en) * 1987-04-18 1989-02-03 Akio Yamamoto French drain work and parts for forming underdrainage
JPH02209529A (en) * 1989-02-07 1990-08-21 Susumu Ota Roof drain constructing method
JP2006336338A (en) * 2005-06-02 2006-12-14 Free Kogyo Kk Drain pipe and drain method using drain pipe

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