JPH07100926B2 - Underdrain drainage pipe - Google Patents

Underdrain drainage pipe

Info

Publication number
JPH07100926B2
JPH07100926B2 JP4200472A JP20047292A JPH07100926B2 JP H07100926 B2 JPH07100926 B2 JP H07100926B2 JP 4200472 A JP4200472 A JP 4200472A JP 20047292 A JP20047292 A JP 20047292A JP H07100926 B2 JPH07100926 B2 JP H07100926B2
Authority
JP
Japan
Prior art keywords
filter material
strip
resin
shaped filter
drainage 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.)
Expired - Lifetime
Application number
JP4200472A
Other languages
Japanese (ja)
Other versions
JPH05280030A (en
Inventor
昭夫 永吉
清治 永吉
Original Assignee
清治 永吉
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 清治 永吉 filed Critical 清治 永吉
Priority to JP4200472A priority Critical patent/JPH07100926B2/en
Publication of JPH05280030A publication Critical patent/JPH05280030A/en
Publication of JPH07100926B2 publication Critical patent/JPH07100926B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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、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の改良に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of an underdrain drainage pipe used by being buried in a golf course, a wetland, or other ground.

【0002】[0002]

【従来の技術】従来から、この種の暗渠排水管として
は、実公昭54ー27206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
順次重なるようにして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イルターを挟
持させると共に、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。
2. Description of the Related Art Conventionally, as this type of underdrain drainage pipe, as described in Japanese Utility Model Publication No. 54-27206, a tape-shaped net is spirally formed and its side edges are successively overlapped with each other. Winding to form a resin tube, and a non-woven fabric between the overlapping parts of the net in this resin tube,
Alternatively, there is known a structure in which a filter made of glass fiber or other woven fabric is sandwiched, and reinforcing strips are spirally fused and fixed to the inner and outer circumferences of a resin pipe.

【0003】[0003]

【発明が解決しようとする課題】このような暗渠排水管
は、地面下に形成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イルター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、泥水や粘土質、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イルターでは、これら全ての土
質に対応できないものである。
Such an underdrain drainage pipe is laid in an underdrain formed under the ground, and filters the muddy water penetrating under the ground by a filter to guide it into the drainage pipe. However, there are various soil types in the buried place of the underdrain drainage pipe, for example, there are various types such as muddy water, clay type, and gravel type, and in the filter made of the above-mentioned non-woven fabric or glass fiber or other woven fabric, It is not suitable for all soil types.

【0004】即ち、このようなフイルター、特に不織布
からなるフイルターにおいては、フイルターの厚みが比
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繊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、該微粒子がフイルター表
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。
That is, in such a filter, particularly a filter made of a non-woven fabric, the passage resistance of water becomes large because the thickness of the filter is relatively large, and at the same time, it is filtered through the gaps between the fibers caused by the entanglement of the fibers. Since it works, it has too small an aperture to allow fine particles of mud to pass through, and the fine particles remain between the fibers in the surface layer of the filter and accumulate, causing clogging, making them unusable in a short period of time. There was a problem that

【0005】さらに、樹脂管がネットで形成されている
ために、この管を暗渠内に配設する時に、樹脂管が引き
延ばされてフイルターが破れ、排水管に泥水が流入堆積
する等の問題点があった。また、細幅の偏平糸条により
粗目に織成された織布をフイ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
の流入が一層激しくなり、暗渠排水管としての使用に適
さないものである。
Further, since the resin pipe is formed of a net, when the pipe is arranged in the underdrain, the resin pipe is stretched and the filter is broken, and muddy water flows into and accumulates in the drain pipe. There was a problem. Further, a woven fabric coarsely woven by a narrow flat yarn is also used as a filter, but since it is relatively coarse, it may not only pass through sandy soil. However, misalignment causes sand soil to flow in more severely, which makes it unsuitable for use as an underdrain drainage pipe.

【0006】その上、このような織布からなる帯状テー
プを該端縁部が重なり合うように螺旋状に巻回して管状
体に形成すると共に、この管状体の最外層のテープの側
縁上に補強条片を巻き付け、その補強条片の底部の溶融
によって該補強条片をテープに一体に溶着すると、テー
プも溶融して強度が低下し、排水管の取扱時や施工時な
どにおける屈曲等の応力、或いは施工後の外圧などに耐
えることができなくなる等の問題点があった。本発明は
土質に殆ど影響されることなく、目詰まりの発生をなく
して長期間の使用に供することができる暗渠排水管の提
供を目的とするものである。
Furthermore, a strip tape made of such a woven fabric is spirally wound so that the edge portions overlap each other to form a tubular body, and the tape is formed on the side edge of the outermost layer of the tubular body. When the reinforcing strip is wrapped and the bottom of the reinforcing strip is melted and the reinforcing strip is integrally welded to the tape, the tape is also melted and the strength is reduced, and bending such as during handling or construction of the drainage pipe may occur. There is a problem that it cannot withstand stress or external pressure after construction. It is an object of the present invention to provide an underdrain drainage pipe which can be used for a long period of time without being affected by soil properties and without causing clogging.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明の暗渠排水管は、長さ方向に延伸された多数
条の樹脂糸条物2、2を縦横に配設してその交叉部を溶
着することにより無数の濾過小孔3を有する帯状フイル
ター材4が形成され、この帯状フイルター材4を螺旋状
に巻回して円筒状の管壁1が形成されていると共に螺旋
状に巻回した隣接する帯状フイルター材4、4の重ね合
わされた対向側端部上に該帯状フイルター材4よりも
融点樹脂接着剤層6を介して樹脂製の補強条体5が螺
旋条に巻着、一体化してなる構造を有するものである。
In order to achieve the above object, the underdrain drainage pipe of the present invention has a plurality of resin yarns 2, 2 stretched in the lengthwise direction, which are arranged vertically and horizontally. A band-shaped filter material 4 having innumerable filtering small holes 3 is formed by welding the intersecting portions, and the band-shaped filter material 4 is spirally wound to form a cylindrical pipe wall 1 and a spiral.
Of adjacent strip-shaped filter materials 4 and 4 wound in a circular pattern
Those having I have been opposed end on a belt-shaped filter material reinforcing strip member 5 made of resin through the low melting point resin adhesive layer 6 than 4 wrapped spiral strip, comprising integrated structure is there.

【0008】[0008]

【作用】この暗渠排水管の管壁1は、長さ方向に延伸さ
れた糸条物2、2・・・2を縦横に配設してなる無数の
小孔3を有する帯状フイルター材4より構成しているの
で、厚みが薄く、且つ小孔3が管壁1の内外周間に直通
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通過させて
目詰まりの発生をなくし得るものである。又、例え砂礫
で小孔3が閉鎖されても、砂礫自体は濾過作用を発揮す
るもので、排水能率を低下させることがない。
The pipe wall 1 of this underdrain drainage pipe is composed of a band-shaped filter material 4 having innumerable small holes 3 formed by longitudinally and laterally arranged yarns 2, 2 ... Since it is configured, the small thickness is small and the small holes 3 communicate directly between the inner and outer circumferences of the pipe wall 1 so that the passage resistance of water is extremely small and the muddy water in the earth and sand flows quickly and easily. It enables smooth drainage and allows fine particles of mud to pass through together with the mud to eliminate clogging. Further, even if the small holes 3 are closed by gravel, the gravel itself exerts a filtering action and does not reduce the drainage efficiency.

【0009】さらに、管壁1を構成する延伸された糸条
物2は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1が破損する虞れがない
と共に、該管壁1の外周に螺旋状に巻着した補強条体5
によって捩り強度及び耐圧強度を保持し、その上、この
補強条体5は低融点樹脂接着剤層6を介して管壁1を構
成した帯状フイルター材4の側縁部上に螺旋状に巻着、
一体化しているので、帯状フイルター材4を溶融させる
ことなく両者を強固に固着させることができると共に補
強条体5を細幅で肉厚のものを使用可能にして割り布に
よる排水有効面積を増大させ、且つ、耐圧強度が一層向
上するものであり、従って、前述した良好な排水作用を
長期間に亘って維持し得るものである。
Further, the stretched thread 2 constituting the tube wall 1 has a very high tensile strength, and the tube wall 1 is damaged even if a pulling action occurs on the tube when it is laid in an underdrain. There is no risk of this happening, and the reinforcing strip 5 is wound around the pipe wall 1 in a spiral shape.
The torsional strength and pressure resistance are maintained by this, and the reinforcing strip 5 is spirally wound around the side edge of the strip-shaped filter material 4 forming the tube wall 1 via the low melting point resin adhesive layer 6. ,
Since they are integrated, the belt-shaped filter material 4 can be firmly fixed to each other without melting, and the reinforcing strip 5 can be thin and thick to increase the effective drainage area by the split cloth. In addition, the pressure resistance is further improved, and therefore, the above-mentioned good drainage action can be maintained for a long period of time.

【0010】[0010]

【実施例】本発明の実施例を図面について説明すると、
1は円筒形状の管壁で、長さ方向に延伸されたポリエチ
レン等の細幅偏平樹脂糸条物2、2・・・2を多数条、
微小間隔毎に縦横に配した状態にしてその交叉部を互い
に溶着することにより適宜大きさの多数の方形状濾過小
孔3、3・・・3を有する平帯状フイルター材4を形成
し、このフイルター材4を成形用軸(図示せず)に螺旋
状に且つ先に巻装したフイルター材の一側端面に次に巻
装する同一フイルター材の他側端面とが重ね合わせ状
態、又は近接した突き合わせ状態となるように巻回する
ことによって形成されたものである。
Embodiments of the present invention will now be described with reference to the drawings.
Reference numeral 1 denotes a cylindrical tube wall, which has a large number of narrow flat resin yarns 2, 2 ... 2 stretched in the length direction, such as polyethylene.
The flat strip-shaped filter material 4 having a large number of square filtration small holes 3, 3, ... The filter material 4 is spirally wound around a molding shaft (not shown), and one end surface of the filter material previously wound is overlapped with the other end surface of the same filter material to be wound next, or close to the one end surface. It is formed by winding in a butt state.

【0011】このような管壁1を構成する平帯状フイル
ター材4としては、厚みが0.07〜0.15mm程度の高密度ポ
リエチレンフイルムなどの延伸フイルムを、その延伸方
向に細かい割れ目を入れることにより多数本の並列糸条
物2、2・・・2に形成されたスプリットフイルムを2
枚以上、互いに直角方向に重ね合わせて溶着一体化する
ことにより形成されたものであってもよく、又、長さ方
向に延伸された偏平な小幅(約2mm)の樹脂糸条物2を
使用して平織りすると共に、横糸と縦糸との交叉部を互
いに溶着することにより一定の大きさの多数の方形状濾
過小孔3、3・・・3を有する平帯状フイルター材4と
してもよい。
As the flat belt-shaped filter material 4 constituting the tube wall 1 as described above, a stretched film such as a high density polyethylene film having a thickness of about 0.07 to 0.15 mm is provided in a large number by making fine cracks in the stretching direction. 2 of the split films formed on the parallel yarns 2, 2 ... 2 of
It may be formed by laminating one or more sheets in a direction perpendicular to each other and integrally welding, or using a flat narrow width (about 2 mm) resin yarn 2 stretched in the length direction. Then, the flat belt-like filter material 4 having a large number of square-shaped filtering small holes 3, 3, ...

【0012】このフイルター材4の濾過小孔3は、0.3
〜3mmの範囲における一定大きさのものに形成されてあ
り、その大きさは細幅偏平樹脂糸条物2、2の配列間隔
によって容易に設定できる。5は管壁1の外周面におい
て、先に螺旋状に一巻したフイルター材4の一側縁部と
次に一巻した該フイルター材4の他側縁部との重ね合わ
せ、又は突き合わせ部上に該フイルター材4よりも低融
点の樹脂接着剤層6を介して螺旋状に巻着一体化してな
る肉厚帯状補強条体で、硬質ポリエチレン樹脂より形成
されているものである。
The filtering small hole 3 of the filter material 4 is 0.3
It is formed to have a constant size in the range of up to 3 mm, and the size can be easily set by the arrangement interval of the narrow flat resin yarns 2, 2. In the outer peripheral surface of the tube wall 1, 5 is a superimposition of one side edge portion of the filter material 4 which is spirally wound once, and the other side edge portion of the filter material 4 which is wound once, or on the abutting portion. Is a thick strip-shaped reinforcing strip formed by spirally winding and integrating it through a resin adhesive layer 6 having a melting point lower than that of the filter material 4, and is made of a hard polyethylene resin.

【0013】フイルター材4の上記側縁部上に補強条体
5を接着させる樹脂接着剤層6は、フイルター材4より
も低い温度で溶融する軟質ポリエチレン等の細幅低融点
合成樹脂テープよりなり、このテープをフイルター材4
の重ね合わせ又は突き合わせ側縁部上に螺旋状に巻き付
けると共に、その上に該テープと同幅の前記硬質ポリエ
チレン樹脂等よりなる帯状補強条体5を重ね合わせて螺
旋状に巻装したのち、テープの加熱溶融によりこのテー
プを補強条体5の底面に溶着させると共に、フイルター
材4の小孔3内に該テープの溶融樹脂を充填、固化させ
て管壁1と補強条体5とを一体に接着させているもので
ある。
The resin adhesive layer 6 for adhering the reinforcing strips 5 on the side edges of the filter material 4 is made of a narrow low melting point synthetic resin tape such as soft polyethylene which melts at a temperature lower than that of the filter material 4. , This tape is a filter material 4
After being spirally wound around the overlapping or abutting side edges of the tape, the strip-shaped reinforcing strips 5 made of the above-mentioned hard polyethylene resin or the like having the same width as the tape are overlapped and wound in a spiral shape. This tape is welded to the bottom surface of the reinforcing strip 5 by heating and melting, and the molten resin of the tape is filled in the small holes 3 of the filter material 4 and solidified to integrally form the pipe wall 1 and the reinforcing strip 5. It is glued.

【0014】なお、このようなテープの溶融、固化によ
る接着剤層6は、図3に示すようにフイルター材4の側
縁部の内面側にも設けて該接着剤層6を介して管壁1の
内周面に内側補強条体7を固着しておいてもよい。又、
帯状フイルター材4によって管壁1を形成する際に、補
強条体5の螺旋ピッチの2倍以上の幅を有する帯状フイ
ルター材4を互いにその対向側端面が重ね合わせ又は突
き合わせ状態となるように螺旋状に巻回して円筒形状の
管壁1を形成し、該帯状フイルター材4の幅方向の中間
部上にも補強条体5が巻着している構造としてもよい。
The adhesive layer 6 formed by melting and solidifying the tape is also provided on the inner surface of the side edge of the filter material 4 as shown in FIG. The inner reinforcing strip 7 may be fixedly attached to the inner peripheral surface of 1. or,
When the pipe wall 1 is formed by the strip-shaped filter material 4, the strip-shaped filter material 4 having a width that is at least twice the spiral pitch of the reinforcing strips 5 is spiraled so that the opposite end faces thereof are overlapped or abutted. The tubular wall 1 may be wound in a circular shape to form a cylindrical wall 1, and the reinforcing strip 5 may be wound around the widthwise intermediate portion of the strip-shaped filter material 4.

【0015】さらに、帯状フイルター材4を2枚以上重
ね合わせた状態にして管壁1を形成してもよく、又、上
記のような幅広の帯状フイルター材4を2枚以上使用
し、図4に示すように補強条体5の螺旋ピッチ寸法毎に
ずらした状態で重ね合わせ、数層のフイルター材4、4
よりなる管壁1を形成してもよい。このような場合、内
外に重ね合わせたフイルター材4、4間に補強条片を一
体に介在させてもよい。
Further, the pipe wall 1 may be formed by stacking two or more strip-shaped filter materials 4 together, or by using two or more wide strip-shaped filter materials 4 as shown in FIG. As shown in Fig. 4, the reinforcing strips 5 are stacked in such a manner that they are displaced by the spiral pitch dimension, and several layers of the filter materials 4 and 4 are stacked.
You may form the tube wall 1 which consists of. In such a case, a reinforcing strip may be integrally interposed between the filter materials 4 and 4 that are superposed on the inside and outside.

【0016】このように構成した暗渠排水管は、地中の
暗渠内に引き込んで敷設し、地面下に浸透する土砂中の
水をそのフイルター材4の多数の濾過小孔3から管内に
流入させる。その際、フイルター材4の濾過小孔3は、
多数条の細幅偏平樹脂糸条物2、2・・・2を縦横に一
定小間隔毎に配設してその交叉部を溶着してなるもので
あるから、拡開したり収縮したりすることはなく、常に
一定大きさ、形状を保持して均一な濾過作用を行う。
又、細幅偏平樹脂糸条物2は長さ方向に延伸されている
ので管主体1の耐圧張力が増大し、補強条体5と相まっ
て良好な保形性、施工性を発揮するものである。
The underdrain drainage pipe constructed as described above is installed by being drawn into the underdrain in the ground, and the water in the earth and sand that permeates below the ground is flowed into the pipe from the large number of small filtration holes 3 of the filter material 4. . At that time, the filtering small holes 3 of the filter material 4 are
Since a large number of narrow flat resin yarns 2, 2 ... 2 are arranged at regular small intervals in the vertical and horizontal directions and the intersections thereof are welded, they spread or contract. There is no such thing, and a uniform size and shape are always maintained to perform a uniform filtering action.
Further, since the narrow flat resin yarn 2 is stretched in the length direction, the pressure-resistant tension of the pipe main body 1 is increased, and the shape and the workability are excellent together with the reinforcing strip 5. .

【0017】[0017]

【発明の効果】以上のように本発明の暗渠排水管によれ
ば、管壁1は、長さ方向に延伸された糸条物2、2・・
・2を縦横に配設してなる無数の濾過小孔3を有する帯
状フイルター材4より構成しているので、濾過小孔3が
管壁1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
該小孔3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小孔3を通
じて通過させて目詰まりの発生をなくすることができ、
長期間の使用にも拘わらず排水能力の低下が殆ど生じな
いものである。又、例え砂礫で小孔3が閉塞しても、砂
礫自体は濾過作用を発揮するので、排水能率を殆ど低下
させる虞れもない。
As described above, according to the underdrain drainage pipe of the present invention, the pipe wall 1 has the yarns 2, 2, ...
Since 2 is composed of a band-shaped filter material 4 having innumerable filtering small holes 3 arranged vertically and horizontally, the filtering small holes 3 are directly communicated between the inner and outer peripheral surfaces of the pipe wall 1. As a result, the passage resistance of water is extremely small, and muddy water other than gravel in the earth and sand can be quickly and easily circulated through the small holes 3 into the pipe. The drainage efficiency is remarkably improved as compared with a drainage pipe made of, etc., and fine particles of mud can be passed through the small holes 3 together with mudwater to eliminate clogging.
Despite the long-term use, there is almost no decrease in drainage capacity. Further, even if the small holes 3 are closed by gravel, the gravel itself exerts a filtering action, so there is almost no risk of reducing the drainage efficiency.

【0018】さらに、縦横に配設した糸条物2、2の交
叉部が溶着されているので、これらの糸条物2、2によ
って形成された多数の濾過小孔3が略一定形状、大きさ
に保持されて目ずれの発生をなくすることができると共
に、排水管の全長に亘って均一な濾過作用を奏すること
ができるものである。又、無数の濾過小孔3を形成する
フイルター材4は延伸糸条物2、2より構成されている
から、引張強度が非常に高く、暗渠内への引き込み時等
の際に、管に張引作用が生じても、管壁1の破損が生じ
難く、その上、該管壁1の外周に補強条体5が螺旋状に
巻着しているので、この補強条体5によって充分な捩り
強度及び耐圧強度を保持できると共に、管壁1の保形性
が良好となり、取扱い易くなって施工性の向上を図るこ
とができる。
Furthermore, since the intersecting portions of the yarns 2 and 2 arranged in the vertical and horizontal directions are welded, a large number of filtration small holes 3 formed by these yarns 2 and 2 have a substantially constant shape and size. In this way, it is possible to prevent the occurrence of misalignment by being held at a high level, and to obtain a uniform filtering action over the entire length of the drainage pipe. Further, since the filter material 4 forming the innumerable filtration small holes 3 is composed of the drawn yarns 2 and 2, the tensile strength is very high, and when the filter material 4 is pulled into the underdrain or the like, it is stretched on the pipe. Even if the pulling action occurs, the pipe wall 1 is unlikely to be damaged, and the reinforcement strip 5 is spirally wound around the outer periphery of the pipe wall 1, so that the reinforcement strip 5 is sufficiently twisted. The strength and pressure resistance can be maintained, and the shape retention of the tube wall 1 is improved, which makes it easier to handle and improves workability.

【0019】さらに、樹脂糸条物2、2を縦横に交叉さ
せてその交叉部を溶着することにより形成された多数の
濾過小孔3を有する帯状フイルター材4は、螺旋状に巻
回されて管壁1を形成した状態においては、隣接する帯
状フイルター4、4の対向側端部が重ね合わされてお
り、その重ね合わされた側端部上に該帯状フイルター材
4よりも低融点の樹脂接着剤層6を介して樹脂製の補強
条体5が螺旋条に巻着、一体化しているものであるか
ら、帯状フイルター材4が溶融する前に該帯状フイルタ
ー材4よりも低融点の樹脂接着剤層6が溶融してこの溶
融樹脂接着剤層6が帯状フイルター材4の重ね合わされ
た側端部における濾過小孔3内に充填、固化した状態と
なり、従って、帯状フイルター材4の強度を低下させる
ことなく樹脂接着剤層6によって該帯状フイルター材4
と補強条体5とが強固に接着、一体化した暗渠排水管の
構造となって、強度的にも優れた長期の使用に耐えるこ
とのできる暗渠排水管を提供できるものである。
Further, the resin yarns 2, 2 are crossed vertically and horizontally.
And welding the intersections
The band-shaped filter material 4 having the filtering small holes 3 is wound in a spiral shape.
In the state where the tube wall 1 is turned to form the tube wall 1, the adjacent strips are
The opposite ends of the sheet-shaped filters 4 and 4 are overlapped.
And the strip-shaped filter material on the overlapped side edges.
Is the resin reinforcing strip 5 wound around and integrated with the spiral strip through the resin adhesive layer 6 having a melting point lower than 4 ?
Before the band-shaped filter material 4 is melted.
The resin adhesive layer 6 having a lower melting point than the material 4 melts
The molten resin adhesive layer 6 is overlapped with the band-shaped filter material 4.
In the state where it is filled and solidified in the filtering small hole 3 at the side end
Therefore, the strength of the band-shaped filter material 4 is reduced.
Without using the resin adhesive layer 6
Of the underdrain drainage pipe, which is firmly bonded and integrated with the reinforcement strip 5.
It has a structure that is durable and can withstand long-term use.
It is possible to provide an underdrain drainage pipe.

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

【図1】簡略側面図、FIG. 1 is a simplified side view,

【図2】一部拡大縦断側面図、2 is a partially enlarged vertical side view,

【図3】別な実施例を示す一部拡大縦断側面図、FIG. 3 is a partially enlarged vertical side view showing another embodiment,

【図4】さらに別な実施例を示す一部拡大縦断側面図、FIG. 4 is a partially enlarged vertical side view showing still another embodiment.

【図5】フイルター材の一部平面図。FIG. 5 is a partial plan view of a filter material.

【符号の説明】[Explanation of symbols]

1 管壁 2 糸条物 3 濾過小孔 4 フイルター材 5 補強条体 6 低融点接着剤層 1 Pipe Wall 2 Yarn 3 Filter Small Hole 4 Filter Material 5 Reinforcing Strip 6 Low Melting Adhesive Layer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 長さ方向に延伸された多数条の樹脂糸条
物2、2を縦横に配設してその交叉部を溶着することに
より無数の濾過小孔3を有する帯状フイルター材4が形
成され、この帯状フイルター材4を螺旋状に巻回して円
筒状の管壁1が形成されていると共に螺旋状に巻回した
隣接する帯状フイルター材4、4の重ね合わされた対向
側端部上に該帯状フイルター材4よりも低融点樹脂接
着剤層6を介して樹脂製の補強条体5が螺旋条に巻着、
一体化してなることを特徴とする暗渠排水管。
1. A belt-shaped filter material 4 having a large number of filtration small holes 3 by arranging a large number of resin yarns 2, 2 stretched in the lengthwise direction in the vertical and horizontal directions and welding their intersecting portions. The strip-shaped filter material 4 is spirally wound to form the cylindrical tube wall 1 and is spirally wound.
Adjacent strip-shaped filter materials 4 and 4 overlapped with each other
A resin-made reinforcing strip 5 is spirally wound around the side end portion through a resin adhesive layer 6 having a melting point lower than that of the strip-shaped filter material 4 ,
An underdrain drainage pipe characterized by being integrated.
JP4200472A 1992-07-03 1992-07-03 Underdrain drainage pipe Expired - Lifetime JPH07100926B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4200472A JPH07100926B2 (en) 1992-07-03 1992-07-03 Underdrain drainage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4200472A JPH07100926B2 (en) 1992-07-03 1992-07-03 Underdrain drainage pipe

Publications (2)

Publication Number Publication Date
JPH05280030A JPH05280030A (en) 1993-10-26
JPH07100926B2 true JPH07100926B2 (en) 1995-11-01

Family

ID=16424891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4200472A Expired - Lifetime JPH07100926B2 (en) 1992-07-03 1992-07-03 Underdrain drainage pipe

Country Status (1)

Country Link
JP (1) JPH07100926B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030062004A (en) * 2002-01-15 2003-07-23 정인선 Perforated Pipe Using Polyethylene
US8182174B2 (en) * 2009-09-03 2012-05-22 Yi-Chen Tsai Drainage system for directing surface water to underground strata

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4412381Y1 (en) * 1966-10-25 1969-05-23
JPS572513Y2 (en) * 1974-12-20 1982-01-16
JPS5349902U (en) * 1976-10-01 1978-04-27
JPS59120114A (en) * 1982-12-28 1984-07-11 松下電工株式会社 Drawer apparatus
JPS59210114A (en) * 1983-04-13 1984-11-28 Seisan Nipponsha Kk Synthetic resin reticular structure tube
JPS6053231A (en) * 1983-09-01 1985-03-26 Akebono Brake Ind Co Ltd Negative disc brake
JPS62196234U (en) * 1986-06-04 1987-12-14

Also Published As

Publication number Publication date
JPH05280030A (en) 1993-10-26

Similar Documents

Publication Publication Date Title
US3830373A (en) Corrugated drainage tube with restraining screen
CN100545356C (en) Deposit control volume and production and preparation method thereof
CA1188232A (en) Corrugated filter element with external spiral tape support
CA2048086C (en) A filter
JP6106893B2 (en) Filter with spiral enclosure
GB2230205A (en) Filter element
US8162566B2 (en) Drainage element with a periphery of different materials
US20080000826A1 (en) Rolled axial flow filter and methods
GB2318991A (en) Filter screen made of filaments
GB2040655A (en) Liquid channelling assembly
JPH07100926B2 (en) Underdrain drainage pipe
JP4970047B2 (en) Sediment control
JPH05263415A (en) Covered conduit drain
JPH011814A (en) Underdrain drain pipe and its manufacturing method
JPH0472006B2 (en)
JP2603598B2 (en) Culvert drain
JPH05263414A (en) Covered conduit drain pipe
JPH0396511A (en) Underdrainage pipe
US8251611B2 (en) Drainage element and apparatus and method for making same
JP2745324B2 (en) Geotextile for embankment
JPH0587607B2 (en)
JP4575580B2 (en) Culvert tube
JP3864354B2 (en) Drainage net
JP2674028B2 (en) Tarpaulin
JPH0524282B2 (en)