JPS6112047B2 - - Google Patents

Info

Publication number
JPS6112047B2
JPS6112047B2 JP1062981A JP1062981A JPS6112047B2 JP S6112047 B2 JPS6112047 B2 JP S6112047B2 JP 1062981 A JP1062981 A JP 1062981A JP 1062981 A JP1062981 A JP 1062981A JP S6112047 B2 JPS6112047 B2 JP S6112047B2
Authority
JP
Japan
Prior art keywords
threads
synthetic resin
drain pipe
water
frame
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
Application number
JP1062981A
Other languages
Japanese (ja)
Other versions
JPS57127009A (en
Inventor
Shinji Miki
Toyokazu Nishio
Shinzo Matsuyama
Shinichi Yamazaki
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.)
Takiron Co Ltd
Original Assignee
Takiron Co Ltd
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 Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP1062981A priority Critical patent/JPS57127009A/en
Publication of JPS57127009A publication Critical patent/JPS57127009A/en
Publication of JPS6112047B2 publication Critical patent/JPS6112047B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • E02B11/005Drainage conduits

Description

【発明の詳細な説明】 本発明は新規な合成樹脂製暗渠排水管に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel synthetic resin underdrain drain pipe.

暗渠排水管は大きい土圧を受けるため、耐土圧
強度に優れたものでなければならないが、第6図
に示す如き極厚肉のパイプaに小さな透水孔b…
を多数穿設した構造の一般的な暗渠排水管を合成
樹脂にて製造する場合には、大量の樹脂が必要と
なるので経済面及び省資源の観点から不利であ
り、亦重量が大きいから持運びの点でも不利であ
つた。それのみならず、斯る排水管は透水孔b…
を過剰に穿設すると耐土圧強度が低下することか
ら、透水開口率におのずと制限を受け、従つて吸
水効率の点でも不満足なものであつた。
Underdrain drainage pipes are subject to large earth pressures, so they must have excellent earth pressure resistance, but as shown in Figure 6, a small water permeable hole b in an extremely thick pipe a...
If a general underdrain drainage pipe with a structure with many holes is manufactured from synthetic resin, it requires a large amount of resin, which is disadvantageous from an economic and resource saving perspective, and it is also heavy and difficult to hold. It was also at a disadvantage in terms of luck. Not only that, but such drainage pipe has water permeability hole b...
Excessive drilling reduces the earth pressure resistance, which naturally limits the permeable aperture ratio, and is therefore unsatisfactory in terms of water absorption efficiency.

かかる点に着目し、最近では種々の合成樹脂製
暗渠排水管が開発されているが、充分満足しうる
ものは殆んど見当らないのが実情である。
Focusing on this point, various synthetic resin underdrain drain pipes have recently been developed, but the reality is that there are hardly any that are fully satisfactory.

本発明は、叙上の事情に鑑み、使用樹脂量が比
較的少なく軽量であるにも拘らず、管壁が立体的
な構造を有し厚くて耐土圧強度が大であり、且つ
吸水効率の点でも優れている合成樹脂製暗渠排水
管を提供せんとするものである。
In view of the above circumstances, the present invention has a pipe wall that has a three-dimensional structure, is thick, has high earth pressure resistance, and has low water absorption efficiency, although the amount of resin used is relatively small and it is lightweight. It is an object of the present invention to provide a synthetic resin underdrain drain pipe that is excellent in several respects.

以下、図面を参照しながら本発明暗渠排水管を
詳細に説明すると、第1図は本発明一実施例の縦
断面模式図、第2図は同実施例の横断面模式図で
あつて、図示の如く本発明は、網筒状フレーム1
を、その周方向に蛇行しながら軸方向に走る互い
に部分融着された複数本の合成樹脂の太い波糸1
1…で形成すると共に、このフレーム1の外周に
軸方向に走る多数本の合成樹脂の細糸2…を融着
して成ることを要旨とする暗渠排水管に係るもの
である。
The underdrain drainage pipe of the present invention will be described in detail below with reference to the drawings. Fig. 1 is a schematic vertical cross-sectional view of an embodiment of the present invention, and Fig. 2 is a schematic cross-sectional view of the same embodiment, with the illustrations The present invention provides a net cylindrical frame 1 as shown in FIG.
A plurality of thick wave yarns 1 made of synthetic resin are partially fused to each other and run in the axial direction while meandering in the circumferential direction.
This invention relates to an underdrain drain pipe, which is formed of a frame 1 and a large number of thin synthetic resin threads 2 running in the axial direction around the outer periphery of the frame 1 are fused.

網筒状フレーム1を構成する波糸11…は、ポ
リプロピレンや高密度ポリエチレン等の硬質合成
樹脂(望ましくは1.5〜5倍、なかんずく2〜3
倍に発泡させて軽量化したもの)よりなる極太の
糸であつて、この実施例では8本の波糸11…が
内側と外側に交互に配されていずれも周方向に蛇
行しながら軸方向にのびており、各波糸11…の
山部と谷部の重なつたところで相互に部分融着さ
れている。そして、この実施例では、波糸11…
を排水管の口径方向に長い略長円形断面の極太糸
となし、波糸11…の波長lを小さく設定するこ
とによつて、フレーム1の耐圧強度がより一層大
きくなるように図つてある。好適なフレーム1の
具体例をあげると、例えば外径が10〜15cm程度の
暗渠排水管を得るのに適したフレームとしては、
波糸11…の本数が6〜16本、太さが長径で約
0.5〜1.5cm、波長lが約0.5〜3.5cm、振巾が約0.5
〜4cmの範囲に設定されたものを挙げることが出
来る。このようなフレームを用いた暗渠排水管
は、1m当りの偏平強度(20%変形)が少なくと
も1t以上好ましくは2t以上となり、土木用途とし
て充分耐えられるものとなる。
The wavy threads 11 constituting the mesh tubular frame 1 are made of hard synthetic resin such as polypropylene or high-density polyethylene (preferably 1.5 to 5 times, especially 2 to 3 times
In this example, eight wavy yarns 11 are arranged alternately on the inside and outside, each meandering in the circumferential direction and axially. The wave yarns 11 are partially fused to each other where their peaks and valleys overlap. In this embodiment, the wave yarn 11...
The pressure-resistant strength of the frame 1 is designed to be further increased by making it an extremely thick thread with a substantially oval cross section that is long in the diametrical direction of the drain pipe, and by setting the wavelength l of the wavy threads 11 to be small. To give a specific example of a suitable frame 1, for example, a frame suitable for obtaining an underdrain drainage pipe with an outer diameter of about 10 to 15 cm is:
The number of wave threads 11 is 6 to 16, and the thickness is about the major axis.
0.5 to 1.5 cm, wavelength l is approximately 0.5 to 3.5 cm, amplitude is approximately 0.5
Examples include those set within the range of ~4 cm. An underdrain drain pipe using such a frame has a flattening strength (20% deformation) of at least 1 t or more, preferably 2 t or more per meter, and is sufficiently durable for civil engineering applications.

尚、この実施例の網筒状フレーム1は、波糸1
1…がその山部と谷部で重なるようにしてある
が、例えば第3図の如く山部と谷部以外の処で重
なるように波糸11…同志のオーバラツプの度合
を大きくして融着してもよく、亦、第4図の如く
波糸11…同志を重ねずに山部と谷部を周方向に
接触させるようにして融着してもよい。
Note that the net cylindrical frame 1 of this embodiment has wavy threads 1
1... are made to overlap at their peaks and troughs, but for example, as shown in Fig. 3, the wave yarns 11... are fused by increasing the degree of overlap so that they overlap at places other than the crests and troughs. Alternatively, as shown in FIG. 4, the wave yarns 11 may be fused so that the crests and troughs are brought into contact with each other in the circumferential direction without overlapping each other.

上記の如き網筒状フレーム1の外周には、軸方
向に走る多数本の合成樹脂の細糸2…が融着さ
れ、これによつて該細糸2…とフレーム1の内側
及び外側の波糸11…からなる部分的に三重構造
の極厚肉の管壁Aが形成される。而してこの管壁
Aは、表面の細糸2…間に形成された土砂粒の通
過を阻止するに足る透水隙3…と、内側の波糸1
1…間に形成された大きい透水隙3′…を有する
透水開口率の高いものであり、特にこの実施例で
は該細糸2…を不規則に摺曲させることによつ
て、該細糸2…を直線的に設ける場合よりも、透
水隙3…を多く形成せしめて透水開口率のより一
層の向上を図つている。但し、直線的に細糸2…
を設けることも勿論可能であり、その場合でも第
6図の如き従来排水管よりも高い透水開口率が得
られる。このような細糸2…は、前述の網筒状フ
レーム1と同様の硬質合成樹脂、又は他の半硬質
もしくは比較的軟質の合成樹脂のいずれからなる
ものであつてもよいが、耐衝撃強度を高める観点
から、耐引張強度に優れ且つ衝撃吸収性のある半
硬質ないし比較的軟質の合成樹脂の細糸がより好
適に採用される。斯る細糸2…の太さや本数等に
ついては特に制限を受けないが、例えば外径が10
〜15cm程度の暗渠排水管とする場合には、細糸の
直径を約0.1〜0.5cm、その本数を約50〜150本の
範囲に設定するのが適当である。尚、この実施例
では、細糸2…を網筒状フレーム1の外周に一重
に設けているが、場合によつては二重、三重に重
ねて設けるようにしてもよい。
A large number of thin threads 2 of synthetic resin running in the axial direction are fused to the outer periphery of the net cylindrical frame 1 as described above, thereby creating waves between the thin threads 2 and the inside and outside of the frame 1. A very thick tube wall A having a partially triple layered structure is formed by the threads 11. This tube wall A has a water permeability gap 3 which is sufficient to prevent the passage of the earth and sand grains formed between the fine threads 2 on the surface, and a wave thread 1 on the inside.
1... has a high water permeable aperture ratio with large water permeable gaps 3' formed between the thin threads 2. In particular, in this embodiment, by irregularly sliding the thin threads 2... The water permeable opening ratio is further improved by forming more water permeable gaps 3 than when they are provided linearly. However, in a straight line, thin thread 2...
Of course, it is also possible to provide a drain pipe, and even in that case, a water permeable aperture ratio higher than that of the conventional drain pipe as shown in FIG. 6 can be obtained. Such thin threads 2 may be made of either the same hard synthetic resin as the mesh cylindrical frame 1 described above, or other semi-hard or relatively soft synthetic resin; From the viewpoint of increasing the tensile strength, semi-hard or relatively soft synthetic resin fine threads having excellent tensile strength and shock absorbing properties are more preferably employed. There are no particular restrictions on the thickness or number of such thin threads 2, but for example, if the outer diameter is 10
In the case of an underdrain drainage pipe of about 15 cm, it is appropriate to set the diameter of the thin threads to about 0.1 to 0.5 cm and the number of threads in the range of about 50 to 150. In this embodiment, the thin threads 2 are provided in a single layer on the outer periphery of the net cylindrical frame 1, but they may be provided in double or triple layers depending on the case.

叙上の如き暗渠排水管は、第5図に例示の如き
回転方向を左右に変えながらしかも互いに反転す
る内外二重の回転ダイスx及びyより複数本の合
成樹脂の太糸を周方向に蛇行する波糸状に押出
し、これら波糸11…を重なつた処で部分融着さ
せて網筒状フレーム1を連続的に押出成形すると
共に、このフレーム1が固化する前に、該フレー
ム1を囲繞するリング状ダイスzから多数本の合
成樹脂の細糸2…を該フレーム1に沿わせて押出
し、該細糸2…をフレーム1に融着せしめること
によつて容易且つ高能率で製造することが出来
る。この場合、回転ダイスの反転速度を一定とし
て網筒状フレーム1及び細糸2…の押出速度より
も引取速度を遅くすれば、網筒状フレーム1の波
糸11…の波長lを小さく調整でき、亦細糸2…
も摺曲させることが出来る。
The above-mentioned culvert drainage pipe is made by winding a plurality of thick threads of synthetic resin in the circumferential direction from double rotating dies x and y, which rotate inside and outside while changing the direction of rotation from side to side and reversing each other, as shown in Fig. 5. These wavy threads 11 are partially fused where they overlap to form a net cylindrical frame 1 by continuous extrusion. To manufacture easily and with high efficiency by extruding a large number of thin threads 2 of synthetic resin along the frame 1 from a ring-shaped die z, and fusing the thin threads 2 to the frame 1. I can do it. In this case, if the reversing speed of the rotary die is kept constant and the take-up speed is slower than the extrusion speed of the mesh cylindrical frame 1 and the fine yarn 2..., the wavelength l of the wave yarn 11 of the mesh cylindrical frame 1 can be adjusted to a smaller value. , plus fine thread 2...
It can also be bent.

以上が本発明の基本的な構成であるが、更に、
必要に応じて排水管の内側流水面に図例の如き適
宜の合成樹脂フイルム状物4等を貼合わせるか、
或は他の適宜手段によつて、排水管の内側流水面
の粗度係数を小さくし平滑状となして、排水管内
に吸収された水分がスムーズに流れるように図る
のが望ましい。
The above is the basic configuration of the present invention, but furthermore,
If necessary, attach an appropriate synthetic resin film-like material 4 or the like as shown in the illustration to the water surface inside the drain pipe, or
Alternatively, it is desirable to use other appropriate means to reduce the roughness coefficient of the water surface inside the drain pipe and make it smooth so that the water absorbed into the drain pipe can flow smoothly.

叙上の説明より理解できるように、本発明暗渠
排水管に於ては、網筒状フレーム1を構成する波
糸11…と表面の細糸2…によつて部分的に三重
構造の立体的な極めて厚肉の管壁Aが形成される
ため、樹脂使用量が少ないにも拘らず大きく耐土
圧強度が得られるのである。この効果は、特に実
施例のように波糸11…を排水管口径方向に長い
略長円形断面の極太糸となし、且つ波糸11…の
波長lを小さく設定する場合には、より一層顕著
なものとなる。それに加えて表面の細糸2…を既
述の如き半硬質ないし比較的軟質の合成樹脂にて
形成すれば、耐衝撃強度も向上し、極めて丈夫な
排水管となる。亦、本発明排水管では、波糸11
…、及び細糸2…のすべての糸間に形成される間
隙が透水隙3…及び3′…となるので、管壁Aの
透水開口率が高く、しかも表面の細糸2…間の小
さな透水隙3…より浸入した水分は、波糸11…
間の大きい透水隙3′…に速やかに誘引されて排
水管内に流入するので、吸水効率も大巾に向上す
る。この効率は、実施例のように表面の細糸2…
を摺曲させて透水開口率をより大きくした場合
に、一層顕著なものとなる。更に、既述実施例の
ようにフイルム状物4を内側流水面に貼合す等の
手段によつて流水面を平滑面とする場合には、吸
収された水分がスムーズに流れると云う付帯的な
効果がある。
As can be understood from the above explanation, in the underdrain drainage pipe of the present invention, a three-dimensional three-dimensional structure is partially formed by the wave yarns 11 constituting the mesh tubular frame 1 and the fine yarns 2 on the surface. Since the extremely thick pipe wall A is formed, a large earth pressure resistance strength can be obtained even though the amount of resin used is small. This effect is particularly noticeable when the wavy yarns 11 are made of extremely thick yarns with a substantially oval cross section that are long in the diametrical direction of the drain pipe, and the wavelength l of the wavy yarns 11 is set to be small, as in the embodiment. Become something. In addition, if the thin threads 2 on the surface are made of a semi-hard or relatively soft synthetic resin as described above, the impact resistance will be improved and the drain pipe will be extremely durable. In addition, in the drain pipe of the present invention, the wave thread 11
..., and the gaps formed between all the threads of the thin threads 2... become water permeable gaps 3... and 3'..., so the water permeable aperture ratio of the tube wall A is high, and the small gaps between the thin threads 2... on the surface The water that has entered from the water permeation gap 3... is the wave thread 11...
Since the water is quickly attracted to the large water permeable gaps 3' between the pipes and flows into the drain pipe, the water absorption efficiency is greatly improved. This efficiency is based on the thin threads 2 on the surface as in the example.
This becomes even more noticeable when the water-permeable aperture ratio is increased by bending the surface. Furthermore, when the flowing water surface is made smooth by means such as pasting the film-like material 4 on the inner flowing water surface as in the previously described embodiments, there is an additional effect that the absorbed moisture flows smoothly. It has a great effect.

以上の如く、本発明暗渠排水管は、樹脂使用量
が少ない割に耐土圧強度が大きく、且つ透水開口
率が大で吸水効率のよい有用なものである。
As described above, the underdrain drain pipe of the present invention is useful because it has a high earth pressure strength despite the small amount of resin used, and has a large water permeable aperture ratio and good water absorption efficiency.

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

第1図は本発明暗渠排水管の一実施例の部分断
面模式図、第2図は同実施例の横断面模式図、第
3図及び第4図はいずれも網筒状フレームの他の
例を示す部分模式図、第5図は本発明暗渠排水管
の一製法例の説明図、第6図は従来の暗渠排水管
の部分斜視図である。 図面の主要符号の説明、1……網筒状フレー
ム、11……波糸、2……細糸、3,3′……透
水隙、4……フイルム状物、A……管壁、l……
波長、W……振巾。
Fig. 1 is a schematic partial cross-sectional view of one embodiment of the culvert drainage pipe of the present invention, Fig. 2 is a schematic cross-sectional view of the same embodiment, and Figs. 3 and 4 are other examples of the mesh tubular frame. FIG. 5 is an explanatory view of an example of a manufacturing method of the underdrain drain pipe of the present invention, and FIG. 6 is a partial perspective view of a conventional underdrain drain pipe. Explanation of main symbols in the drawings: 1...Mesh cylindrical frame, 11...Wave yarn, 2...Thin thread, 3, 3'...Water gap, 4...Film-like material, A...Pipe wall, l ……
Wavelength, W...width.

Claims (1)

【特許請求の範囲】[Claims] 1 網筒状フレーム1を、その周方向に蛇行しな
がら軸方向に走る互いに部分融着された複数本の
合成樹脂の太い波糸11…で形成すると共に、こ
のフレーム1の外周に軸方向に走る多数本の合成
樹脂の細糸2…を融着して成る暗渠排水管。
1 A net cylindrical frame 1 is formed of a plurality of thick wave yarns 11 made of synthetic resin that are partially fused to each other and run in the axial direction while meandering in the circumferential direction. An underdrain drain pipe made by fusing together many running thin synthetic resin threads 2.
JP1062981A 1981-01-26 1981-01-26 Cluvert drain pipe Granted JPS57127009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1062981A JPS57127009A (en) 1981-01-26 1981-01-26 Cluvert drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1062981A JPS57127009A (en) 1981-01-26 1981-01-26 Cluvert drain pipe

Publications (2)

Publication Number Publication Date
JPS57127009A JPS57127009A (en) 1982-08-07
JPS6112047B2 true JPS6112047B2 (en) 1986-04-05

Family

ID=11755504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1062981A Granted JPS57127009A (en) 1981-01-26 1981-01-26 Cluvert drain pipe

Country Status (1)

Country Link
JP (1) JPS57127009A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8846445B2 (en) 2005-06-14 2014-09-30 Cufer Asset Ltd. L.L.C. Inverse chip connector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8846445B2 (en) 2005-06-14 2014-09-30 Cufer Asset Ltd. L.L.C. Inverse chip connector

Also Published As

Publication number Publication date
JPS57127009A (en) 1982-08-07

Similar Documents

Publication Publication Date Title
JPH024300Y2 (en)
DE60305088T2 (en) management
JPS6052346B2 (en) glass fiber reinforced plastic tube
DK177858B1 (en) Flexible tube and method of manufacture thereof
US4220181A (en) Multi-layer pipe with single corrugation in inner wall
DE10211074A1 (en) Conduit for the transport of frozen media
JPS6112047B2 (en)
JP3864200B2 (en) Synthetic resin pipe
KR850001098Y1 (en) Doubled-walled corrugated synthetic resin pipe
JPS6144162B2 (en)
JPS636253Y2 (en)
JPH0545620Y2 (en)
JPS6115076Y2 (en)
JPS6144161B2 (en)
JPS6017893B2 (en) culvert drain pipe
US4523874A (en) Plastic underdrainage tube
KR101072427B1 (en) Pipe with triple-layer wall
CN220633219U (en) Bendable hard spiral water seepage pipe
JPH0434195Y2 (en)
CN107035920A (en) A kind of plastic wire wall type row's soakaway trench
JPS62104735A (en) Manufacture of synthetic resin helical tube
JPS6328988Y2 (en)
JPS59123637A (en) Flexible plastic hose and its manufacture and its manufacturing device
JPH0522709Y2 (en)
CA1170848A (en) Plastic underdrainage tube