JPH0396511A - Underdrainage pipe - Google Patents

Underdrainage pipe

Info

Publication number
JPH0396511A
JPH0396511A JP2134819A JP13481990A JPH0396511A JP H0396511 A JPH0396511 A JP H0396511A JP 2134819 A JP2134819 A JP 2134819A JP 13481990 A JP13481990 A JP 13481990A JP H0396511 A JPH0396511 A JP H0396511A
Authority
JP
Japan
Prior art keywords
pipe
cuts
wound
large number
spirally
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.)
Granted
Application number
JP2134819A
Other languages
Japanese (ja)
Other versions
JPH07122256B2 (en
Inventor
Seiji Nagayoshi
清治 永吉
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 JP2134819A priority Critical patent/JPH07122256B2/en
Publication of JPH0396511A publication Critical patent/JPH0396511A/en
Publication of JPH07122256B2 publication Critical patent/JPH07122256B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To eliminate the occurrence of stopping up without being affected by the soil by winding and loading spirally long and narrow tapes of an overlapped film provided with a large number of fine holes in a state to overlap sides of them, and winding and loading reinforcing strips together as a unit on an overlapping section. CONSTITUTION:In a cylindrical resin pipe of which a main drainage pipe body is constituted, after a large number of parallel cuts are made to a pipe wall, two or more films formed by extending in the direction of the cuts are constituted of a textile material 1a formed by overlapping and welding so that the cutting direction and extending direction are at right angles to each other. Those long and narrow tapes are wound and loaded spirally in a state to overlap sides of them, reinforcing strips 2 are wound about the peripheral surface at a certain pitch, and they are welded together as a unit. According to the constitution, it exists in uniform density in the direction of the length and in the circumferential direction, and a positive and better drainage function can be maintained for a long period of time.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ゴルフ場や湿地帯、その他の地中に埋設して
使用される暗渠排水管に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to an underdrain drain pipe that is used by being buried underground in golf courses, wetlands, and other places.

〔従来の技術〕[Conventional technology]

従来から、この種の排水管としては、実公昭54−27
206号公報に記載されているように、テープ状ネット
を螺旋状に且つその側縁部同士が順次重なるように巻回
して樹脂管を形成すると共に、この樹脂管におけるネッ
トの重なり部間に不織布或いはガラス繊維その他の織布
からなるフィルターを挟圧させると共に樹脂管の内外周
に補強条片を螺旋状に融着固定してなる構造のものが知
られている。
Traditionally, this type of drainage pipe was constructed using the
As described in Japanese Patent No. 206, a tape-like net is wound spirally so that the side edges of the net overlap one another to form a resin tube, and a nonwoven fabric is placed between the overlapping portions of the net in the resin tube. Alternatively, a structure is known in which a filter made of glass fiber or other woven fabric is compressed and reinforcing strips are helically fused and fixed to the inner and outer peripheries of a resin tube.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

このような暗渠排水管は、地面下に形威された暗渠内に
敷設され、地面下に浸透してくる泥水をフィルタによっ
て濾過して排水管内に導くものであるが、暗渠排水管の
埋設場所には種々の土質があり、例えば、泥土や粘土質
或いは砂利質など多種多様であって、上記した不織布或
いはガラス繊維その他の織布からなるフィルターでは、
これら全ての土質に対応できないものである。
This kind of culvert drain pipe is laid in a culvert formed under the ground, and the muddy water that seeps into the ground is filtered by a filter and guided into the drain pipe, but the place where the culvert drain pipe is buried is There are various types of soil, such as muddy soil, clay, and gravel.
It cannot be applied to all these soil types.

即ち、このようなフィルター、特に不織布からなるフィ
ルターにおいては、フィルターの厚みが比較的厚いため
に水の通過抵抗が大きくなると共に、繊維の絡み合いに
より生じている織維間の間隙部を通じて濾過作用を行う
ものであるから、目が細かすぎて泥土の微粒子を通過さ
せることができず、該微粒子がフィルター表層部の繊維
間に残留、堆積して目詰まりが発生し、短期間で使用不
能になるという問題点があった。
In other words, in such filters, especially filters made of non-woven fabric, the filter is relatively thick, which increases the resistance to water passage, and the filtration action is not performed through the gaps between the woven fibers caused by the entanglement of the fibers. The filter is too fine to allow fine particles of mud to pass through, and these particles remain and accumulate between the fibers on the surface of the filter, causing clogging and rendering it unusable in a short period of time. There was a problem.

さらに、樹脂管がネットで形威されているために、この
管を暗渠内に配設する時に、樹脂管が引き延ばされてフ
ィルターが破れ、排水管内に泥水が流入堆積する等の問
題点があった。
Furthermore, since the resin pipe is shaped like a net, when this pipe is installed in an underdrain, the resin pipe is stretched and the filter is torn, causing problems such as muddy water flowing into the drain pipe and accumulating. was there.

又、細幅の偏平糸条により粗目に織威された織布をフィ
ルターとして使用することも行われているが、比較的目
が粗いために砂土までも通過させる虞れがあるばかりで
なく、目ずれが生じて砂土の流入が一層はげしくなり、
暗渠排水管としての使用に適さないものである。
In addition, woven fabric coarsely woven with narrow flat threads has been used as a filter, but since the mesh is relatively coarse, there is a risk that even sandy soil may pass through. , misalignment occurs and the inflow of sand becomes even more intense.
It is not suitable for use as an underdrain drainage pipe.

本発明は土質に殆んど影響されることなく、目詰まりの
発生をなくして長期間、安定した排水能力を発揮するこ
とができる暗渠排水管を提供するものである。
The present invention provides an underdrain drain pipe that is almost unaffected by soil quality, eliminates the occurrence of clogging, and can exhibit stable drainage capacity for a long period of time.

〔課題を解決するために手段〕 上記目的を達威するために、本発明の暗渠排水管におい
ては、その管主体を形戒する円筒状の樹脂管は、延伸方
向に多数の並行な切目をもつ合或樹脂延伸フィルムを2
枚以上、その切目方向が直交するように重合融着させる
ことによって形威された多数の細孔を有する重合フィル
ムからなる帯状テープを、側部同士が互いに重合した状
態で螺旋状に巻着した構造を有し、この樹脂管の螺旋状
重合部上には補強条片が一体に巻着してなることを特徴
とするものである。
[Means for Solving the Problems] In order to achieve the above object, in the underdrain drainage pipe of the present invention, the cylindrical resin pipe forming the main body of the pipe has a large number of parallel cuts in the stretching direction. 2 pieces of resin stretched film
A band-shaped tape made of a polymeric film having a large number of pores formed by polymerizing and fusing two or more sheets so that the cut directions are perpendicular to each other is wound spirally with the sides overlapping each other. The resin tube has a structure in which a reinforcing strip is integrally wound around the helical overlapping portion of the resin tube.

〔作  用〕[For production]

この暗渠排水管を形成する樹脂管は、多数の並行な切目
を有する延伸フィルムを2枚以上、その切目方向が直交
するように重合融着させてなる多数の細孔を設けた素材
によって構成しているので、厚みが薄く、且つ細孔が管
壁の内外周面間に直通状態に連通しているから、水の通
過抵抗が極めて小さくて土砂中の泥水は細孔を通じて素
早く容易に流通し、円滑な排水を可能にすると共に泥土
の微粒子も泥水と共に通過させて目詰まりの発生をなく
し得るものである。
The resin pipe that forms this underdrain drainage pipe is made of a material with many pores made by polymerizing and fusing two or more stretched films with many parallel cuts so that the directions of the cuts are perpendicular to each other. Because the pipe wall is thin, and the pores are in direct communication between the inner and outer peripheral surfaces of the pipe wall, the resistance to water passage is extremely small, and muddy water in the earth and sand can quickly and easily flow through the pores. , which enables smooth drainage and also allows fine particles of mud to pass through along with the mud water, thereby eliminating clogging.

又、例え砂礫で細孔が閉鎖されても、砂礫自体は濾過作
用を発揮するので、排水能率を低下させることがない。
Furthermore, even if the pores are closed by gravel, the gravel itself exerts a filtering action, so drainage efficiency will not be reduced.

さらに、延伸フイルl、よりなるので、引張強度が非常
に高く、暗渠内への敷設等の際に管に張引作用が生じて
も、管壁が破撰する虞れがないと共に該管壁の外周に螺
旋状に巻着した補強条片によって捩り強度及び耐圧強度
を保持し、その上、この延伸フィルムに設けた切目の交
差、重合によって形成される上記多数の細孔が常に一定
の大きさ、形状を維持して上記のような確実な排水作用
を長期間に亘って奏するものである。
Furthermore, since it is made of a stretched film, it has very high tensile strength, and even if a tensile action occurs on the pipe when laying it in a culvert, there is no risk of the pipe wall breaking, and the pipe wall Torsional strength and compressive strength are maintained by reinforcing strips spirally wound around the outer periphery of the stretched film, and in addition, the large number of pores formed by the intersection of the cuts made in this stretched film and polymerization always have a constant size. It maintains its shape and performs the above-mentioned reliable drainage function over a long period of time.

〔実 施 例) 本発明の実施例を図面について説明すると、(])は排
水管主体を構威する円筒状の樹脂管で、その管壁は、多
数の方形状細孔(3) (3)・・・(3)を有する織
物状素材(1a)によって形成されてあり、その外周面
に一定ピッチ毎に補強条片(2)を螺旋状に巻回し、融
着一体化してある。
[Embodiment] An embodiment of the present invention will be described with reference to the drawings. ( ) is a cylindrical resin pipe that mainly constitutes a drain pipe, and the pipe wall has a large number of rectangular pores (3) (3 )...(3), and reinforcing strips (2) are spirally wound around the outer circumferential surface of the reinforcing strips (2) at regular pitches and are fused and integrated.

上記織物状素材(1a)は、一般に割り布と称されるも
のであり、厚みが0.07〜0.15mm程度のポリエ
チレンフィルムなどのフィルムに多数の平行な切目を入
れたのちその切目方向に延伸してなるフィルム、若しく
は高密度ポリエチレンフィルムなどの延伸フィルムを用
いてこの延伸フィルムの延伸方向に多数の切目を入れて
なるスプリットフィルムを使用し、この多数の切目を有
するフィルムを少なくとも2枚以上、その切目方向及び
延伸方向を互いに直交するように重合、融着することに
よって形成されてなるものであり、上記細孔(3)の大
きさは切目間の幅によって適宜に変更可能であるが、1
.0+nn+以下、0 . 2mm前後が好ましい。
The above-mentioned woven material (1a) is generally referred to as split fabric, and is made by making many parallel cuts in a film such as polyethylene film with a thickness of about 0.07 to 0.15 mm, and then moving in the direction of the cuts. A stretched film, or a split film made by making a large number of cuts in the stretching direction of the stretched film using a stretched film such as a high-density polyethylene film, and at least two or more films having this large number of cuts are used. It is formed by polymerizing and fusing the pores (3) so that the cut direction and the stretching direction are perpendicular to each other, and the size of the pores (3) can be changed as appropriate depending on the width between the cuts. ,1
.. 0+nn+ or less, 0. It is preferably around 2 mm.

このような素材(1a)によって上記樹脂管(1)を形
戒するには、該素材(la)を所望幅の帯状テープとし
、この帯状テープを回転戒形軸(図示せず)上にその側
縁部が順次重なるように螺旋状に巻着することによって
得ることができる。
In order to shape the resin pipe (1) with such a material (1a), the material (la) is made into a strip tape of a desired width, and this strip tape is placed on a rotating shaft (not shown). It can be obtained by spirally wrapping the side edges so that they overlap one after another.

詳しくは、回転或形軸上に先に巻き付けた帯状テープの
表面に次の帯状テープ部分が1/2の巾だけ重なるよう
に、即ち、l/2のピッチのずれでもって螺旋状に巻き
付けながら形成するものであって、これにより、第2図
に示すように、後続する帯状テープ(12a)の略中央
位置で裏側から先行する帯状テープ(lla)の側縁部
(llla)が、また表面から次に巻回される11F状
テープ(13a)の側縁部(131a)がそれぞれ重な
り、かつこの重なりが成形軸の回転によって螺旋状に進
むことなって前記樹脂管(1)が形成されるものである
Specifically, while wrapping the tape in a spiral manner so that the next band-shaped tape portion overlaps the surface of the band-shaped tape previously wound on the rotating shaft by 1/2 of the width, that is, with a pitch shift of 1/2. As shown in FIG. The side edges (131a) of the 11F-shaped tape (13a) to be wound next overlap each other, and this overlap progresses in a spiral shape by the rotation of the forming shaft, thereby forming the resin tube (1). It is something.

なお、このように帯状テーブ(1a〉を1/2ピッチで
螺旋状に巻回して、2層重ねの樹脂管(1)の管壁とす
る以外に、第3図に例示するように、帯状テープ(1a
)を1/3あるいは1/4ピッチで螺旋状に巻回して、
3層あるいは4M重ねの管壁を形威してもよい。
In addition to winding the strip tape (1a) spirally at a 1/2 pitch in this way to form the pipe wall of the two-layered resin pipe (1), as illustrated in FIG. Tape (1a
) spirally wound at 1/3 or 1/4 pitch,
A tube wall with 3 or 4M layers may be used.

(2)は上記樹脂管(1)の管壁を形或する帯状テープ
(1a)の重合側縁部上に螺旋状に巻着した肉厚の硬質
ポリエチレン樹脂等よりなる補強条片で、樹脂管(1)
上に螺旋状に巻装する際に、該補強条片(2)の内面側
を加熱溶融させ、その内面を帯状テープ(la)の重合
部上に巻回させることによって帯状テープ(1a)の重
合部に融着一体化させているものである。
(2) is a reinforcing strip made of thick, hard polyethylene resin, etc. that is spirally wound on the overlapping side edge of the strip tape (1a) that forms the pipe wall of the resin pipe (1). Pipe (1)
When wrapping the reinforcing strip (2) in a spiral shape, the inner surface of the reinforcing strip (2) is heated and melted, and the inner surface is wound onto the overlapping part of the strip tape (1a), thereby forming the strip tape (1a). It is fused and integrated at the polymerization part.

なお、第3図に示すように、上記補強条片(2)に対応
させて樹脂管(1)の内周面側にも補強条片(3)を融
着一体化させておいてもよい。
In addition, as shown in FIG. 3, a reinforcing strip (3) may be fused and integrated with the inner peripheral surface of the resin pipe (1) in correspondence with the reinforcing strip (2). .

このように構威された暗渠排水管は、地面下の暗渠内に
引き込み敷設され、上記排水作用を行うものである。
The underdrain drain pipe constructed in this manner is drawn into the underground drain and is laid to perform the above-mentioned drainage function.

〔発明の効果〕〔Effect of the invention〕

以上のように本発明の暗渠排水管によれば、排水管主体
となる樹脂管の管壁を、多数の並行な切目を有する延伸
フィルムを2枚以上、その切目方向が直交するように重
合融着させてなる多数の細孔を設けた素材によって構戊
しているので、厚みが薄く、且つ細孔が管壁の内外周面
間に直通状態に連通しているから、水の通過抵抗が極め
て小さくて土砂中の砂礫以外の泥水を該細孔を通じて管
内に素早く容易に流通させることができ、従って、迅速
にして円滑な排水が可能となって従来の不織布等からな
る排水管に比して排水能率が著しく向上すると共に泥土
の微粒子も泥水と共に細孔を通して通過させて目詰まり
の発生をなくすることができ、長期間の使用に拘わらず
排水能力の低下が殆んど生じないものである。
As described above, according to the underdrain drain pipe of the present invention, the pipe wall of the resin pipe which is the main body of the drain pipe is formed by polymerizing two or more stretched films having a large number of parallel cuts so that the directions of the cuts are perpendicular to each other. Since it is made of a material with a large number of pores, the thickness is thin, and the pores are in direct communication between the inner and outer circumferential surfaces of the tube wall, so there is little resistance to water passing through. The extremely small pores allow muddy water other than sand and gravel in the earth and sand to flow quickly and easily into the pipe through the pores, allowing quick and smooth drainage compared to conventional drainage pipes made of non-woven fabric. In addition to significantly improving drainage efficiency, fine particles of mud can also pass through the pores along with muddy water, eliminating clogging, and there is almost no decrease in drainage capacity even after long-term use. be.

又、例え砂礫で細孔が閉鎖されても、砂礫自体は濾過作
用を発揮するので、排水能率を殆んど低下させる虞れも
ない。
Furthermore, even if the pores are closed by gravel, the gravel itself exerts a filtering action, so there is almost no risk of deterioration in drainage efficiency.

さらに、管壁は延伸フィルムよりなるので、引張強度が
非常に高く、暗渠内への引き込み時等の際に管に張引作
用が生しても、管壁の破損が生し難く、その上、該管壁
の外周に補強条片を螺旋状に巻着しているので、この補
強条片によって充分な捩り強度及び耐圧強度を保持でき
る。
Furthermore, since the pipe wall is made of stretched film, its tensile strength is extremely high, and even if the pipe is subjected to tension when being pulled into a culvert, the pipe wall is unlikely to be damaged. Since the reinforcing strip is spirally wound around the outer periphery of the tube wall, sufficient torsional strength and compressive strength can be maintained by the reinforcing strip.

さらに又、上記多数の細孔は、延伸フィルムに設けた切
目の交差、重合によって形威されているので、常に一定
の大きさ、形状を維持し且つ排水管の長さ方向及び周方
向に均一な密度で存在して上記のような確実且つ良好な
排水作用を長期間に亘って奏するものである。
Furthermore, since the above-mentioned large number of pores are shaped by the intersection and polymerization of the cuts made in the stretched film, they always maintain a constant size and shape and are uniform in the length direction and circumferential direction of the drain pipe. It exists at a high density and exhibits the above-mentioned reliable and good drainage effect over a long period of time.

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

図面は本発明の実施例を示すもので、第1図はその正面
図、第2図は同部分拡大断面図、第3図は別な実施例を
示す部分拡大断面図である。 (1)・・・樹脂管、(la) (lla) (12a
) (13a) −帯状テープ、(2)・・・補強条片
、(3)・・・細孔。
The drawings show an embodiment of the present invention; FIG. 1 is a front view thereof, FIG. 2 is a partially enlarged sectional view of the same, and FIG. 3 is a partially enlarged sectional view showing another embodiment. (1) Resin pipe, (la) (lla) (12a
) (13a) - Band-shaped tape, (2)... Reinforcement strip, (3)... Pore.

Claims (1)

【特許請求の範囲】[Claims] (1)、円筒状の樹脂管は、延伸方向に多数の並行な切
目をもつ合成樹脂延伸フィルムを2枚以上、その切目方
向が直交するように重合融着させることによって形成さ
れた多数の細孔を有する重合フィルムからなる帯状テー
プを、側部同士が互いに重合した状態で螺旋状に巻着し
た構造を有し、この樹脂管の螺旋状重合部上には補強条
片が一体に巻着してなることを特徴とする暗渠排水管。
(1) A cylindrical resin tube is made by polymerizing and fusing two or more sheets of stretched synthetic resin film with many parallel cuts in the stretching direction so that the directions of the cuts are orthogonal to each other. It has a structure in which a band-shaped tape made of a polymeric film with holes is wound spirally with the side parts overlapping each other, and a reinforcing strip is integrally wound on the spiral overlapping part of this resin tube. A culvert drainage pipe characterized by:
JP2134819A 1990-05-23 1990-05-23 Underdrain drainage pipe Expired - Fee Related JPH07122256B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2134819A JPH07122256B2 (en) 1990-05-23 1990-05-23 Underdrain drainage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2134819A JPH07122256B2 (en) 1990-05-23 1990-05-23 Underdrain drainage pipe

Publications (2)

Publication Number Publication Date
JPH0396511A true JPH0396511A (en) 1991-04-22
JPH07122256B2 JPH07122256B2 (en) 1995-12-25

Family

ID=15137223

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2134819A Expired - Fee Related JPH07122256B2 (en) 1990-05-23 1990-05-23 Underdrain drainage pipe

Country Status (1)

Country Link
JP (1) JPH07122256B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005249082A (en) * 2004-03-04 2005-09-15 Kanaflex Corporation Flexible hose
US8182174B2 (en) * 2009-09-03 2012-05-22 Yi-Chen Tsai Drainage system for directing surface water to underground strata

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53134406U (en) * 1977-03-30 1978-10-24
JPS5789933A (en) * 1980-11-25 1982-06-04 Kanebo Ltd Manufacture of synthetic resin network

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53134406U (en) * 1977-03-30 1978-10-24
JPS5789933A (en) * 1980-11-25 1982-06-04 Kanebo Ltd Manufacture of synthetic resin network

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005249082A (en) * 2004-03-04 2005-09-15 Kanaflex Corporation Flexible hose
US8182174B2 (en) * 2009-09-03 2012-05-22 Yi-Chen Tsai Drainage system for directing surface water to underground strata

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