JPS6144162B2 - - Google Patents
Info
- Publication number
- JPS6144162B2 JPS6144162B2 JP10022180A JP10022180A JPS6144162B2 JP S6144162 B2 JPS6144162 B2 JP S6144162B2 JP 10022180 A JP10022180 A JP 10022180A JP 10022180 A JP10022180 A JP 10022180A JP S6144162 B2 JPS6144162 B2 JP S6144162B2
- Authority
- JP
- Japan
- Prior art keywords
- threads
- synthetic resin
- thin
- thread
- 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
Links
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4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. However, as shown in Figure 4, a small water permeable hole b in an extremely thick pipe a...
If a general underdrain drainage pipe with a structure in which many holes are bored is manufactured from synthetic resin, a large amount of resin is required, which is disadvantageous from an economical and resource saving perspective, and the weight It was also disadvantageous in terms of portability due to its large size. Not only that, but such drainage pipes are naturally limited in water permeability aperture ratio because the earth pressure resistance strength decreases if excessive water permeability holes b are drilled, and the water absorption efficiency is also unsatisfactory. It was something.
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 developed a synthetic resin that uses a relatively small amount of resin and is lightweight, yet has a thick pipe wall, high earth pressure resistance, and is also excellent in water absorption efficiency. The purpose is to provide underdrain drainage pipes.
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、合成樹脂の太い右
ラセン糸11……………と左ラセン糸12………
……とを交叉部分で融着して網筒状フレーム1を
形成すると共に、該フレーム1の外周に口径方向
に不規則に摺曲し且つ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 As shown in the figure, the present invention uses thick synthetic resin right helical thread 11......
. . . are fused at their intersections to form a net cylindrical frame 1, and a large number of thin synthetic resin threads 2 are irregularly bent in the diameter direction and run in the axial direction on the outer periphery of the frame 1. This relates to an underdrain drain pipe that is made by fusing together...
網筒状フレーム1を構成する右ラセン糸11…
…………及び左ラセン糸12……………は、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、なかんづく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、内側の右ラセン糸11……………と
その外側の左ラセン糸12……………とを、夫々
3本づつ等角度間隔おきに交互に配し、重なり合
つた各交叉部分を融着してある。斯るフレーム1
は、ラセン糸11……………及び12……………
…の総本数を少なくすると共にその角度θを小さ
くし、ラセン糸のピツチ間隔を狭めて耐圧強度を
高めるのが望ましく、更にラセン糸11…………
…及び12……………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て耐圧強度をより一
層高めるようにするのが望ましい。好適な網筒状
フレーム1の一例をあげると、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、右ラセン糸11……………及び左ラセ
ン糸12……………が共に4〜12本、各ラセン糸
の太さが長径で約0.4〜1.5cm、ラセン糸の交角θ
が約10〜90度、右ラセン糸及び左ラセン糸のピツ
チ間隔が共に約0.5〜4cmの範囲に設定された網
筒状フレーム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以上になるもの
であり、土木用途としては充分耐えられるもので
ある。 Right helical thread 11 constituting the mesh tubular frame 1...
………… and left helical thread 12 ………… are made of hard synthetic resin such as high-density polyethylene (preferably
In this example, the inner right helical thread 11 and the outer left helical thread are used. Three threads 12 are arranged alternately at equal angular intervals, and the overlapping intersections are fused. Such frame 1
are helical threads 11 and 12.
It is desirable to reduce the total number of the helical threads 11 and to reduce the angle θ, and narrow the pitch interval of the helical threads to increase the pressure resistance.
... and 12...... are preferably made of very thick threads with a generally oval cross section that are long in the diametrical direction of the drain pipe to further increase the pressure resistance. To give an example of a suitable mesh cylindrical frame 1, for example, the outer diameter is 10~
A frame suitable for obtaining a culvert drainage pipe of about 15 cm has 4 to 12 right helical threads 11 and left helical threads 12, and the thickness of each helical thread is the length of the long diameter. The intersection angle θ of the helical thread is approximately 0.4 to 1.5 cm.
One example is a net cylindrical frame in which the angle is approximately 10 to 90 degrees, and the pitch intervals of the right and left helical yarns are both approximately 0.5 to 4 cm. An underdrain drainage pipe using such a frame has a flattening strength (20% deformation) of at least 1 t or more per meter, and is sufficiently durable for civil engineering applications.
尚、図に示す実施例では、右ラセン糸11……
………が内側に、左ラセン糸12……………が外
側になるように構成されているが、逆の関係に配
してもよいことは勿論であり、亦、これらのラセ
ン糸11……………及び12……………が実施例
のように段差をもつて重なり合わずにほぼ同一面
上に位置して平面的に交叉するように構成しても
よい。 In addition, in the embodiment shown in the figure, the right helical thread 11...
Although the left helical thread 12 is arranged on the inside and the left helical thread 12 is on the outside, it goes without saying that they may be arranged in the opposite relationship. . . . 12 .
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のラセン糸11……………及び12……
………からなる実質的に三重構造の極厚肉の管壁
Aが形成されている。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、該細糸
2……………及びラセン糸11……………,12
……………の間の大きい透水隙3′……………を
有する透水開口率の高いものであり、特に本発明
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。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硬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 mesh cylindrical frame 1 as described above. Helical threads 11 and 12 of frame 1
An extremely thick tube wall A having a substantially triple structure is formed. This tube wall A has a permeable gap 3 sufficient to prevent the passage of soil grains formed between the thin threads 2 on the surface, and the thin threads 2... ...and helical thread 11......, 12
It has a high water permeability aperture ratio with large water permeable gaps 3' between......, and in particular, in the present invention, the thin threads 2......... are irregularly bent. Accordingly, more water permeable gaps 3 are formed than in the case where the thin threads 2 are provided linearly, thereby further improving the water permeable aperture ratio. 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 hard synthetic resin. From the viewpoint of increasing impact resistance strength, semi-hard or relatively soft synthetic resin fine threads having excellent tensile strength and impact absorption properties are more preferably employed. There are no particular restrictions on the thickness or number of such thin threads 2, but for example, when making an underdrain drainage pipe with an outer diameter of about 10 to 15 cm, the diameter of the thin threads should be approximately 0.1 to 15 cm. 0.5cm, the number of pieces is approx.
It is appropriate to set the number in the range of 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.
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.
叙上の如き本発明暗渠排水管の製造は、第3図
に例示の如き互いに反転する内外二重の回転ダイ
スx及びyより合成樹脂の太糸をラセン状に押出
し、右ラセン糸11……………と左ラセン糸12
……………を交叉部分で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行なうことが出来る。
この場合、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のラセンン糸11……………及び1
2……………の交角θを小さく調節でき、亦細糸
2……………も摺曲させることが出来る。 To manufacture the underdrain drain pipe of the present invention as described above, a thick thread of synthetic resin is extruded in a helical shape through mutually reversible inner and outer double rotating dies x and y as illustrated in FIG. ...... and left spiral thread 12
. . . are fused at their intersections to form a net cylindrical frame 1 continuously, and before this frame 1 is solidified, a large number of Synthetic resin thin thread 2...
This can be easily and efficiently carried out by extruding . . . along the frame 1 and fusing the thin threads 2 . . . to the frame 1.
In this case, the net cylindrical frame 1 and the thin thread 2......
If the take-up speed is slower than the extrusion speed of...
The intersecting angle θ of 2... can be adjusted to a small value, and the thin thread 2 can also be made to slide.
本発明の暗渠排水管は、以上述べたように、合
成樹脂の太い右ラセン糸11……………と左ラセ
ン糸12……………とを交叉分で融着した網筒状
フレームの外周に、軸方向に走る多数本の合成樹
脂の細糸2……………を口径方向に摺曲状態で融
着したものであつて、右ラセン糸11…………
…、左ラセン糸12……………及び表面の細糸2
……………により実質的に三重構造の極めて厚肉
の管壁Aが形成されるため、樹脂使用量が少ない
にも拘らず大きい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ラセン糸1
1……………,12……………を排水管口径方向
に長い略長円形断面の極太糸となし、双方のラセ
ン糸の交角θを小さくしてピツチ間隔を狭める場
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、ラセン糸11…………
…,12……………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、
該細糸2……………とラセン糸11……………,
12……………の間の大きい透水隙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。この効果は、表
面の細糸2……………を口径方向に摺曲させて透
水開口率をより大きくしているので、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 described above, the underdrain drainage pipe of the present invention is made of a net cylindrical frame in which thick right helical threads 11 and left helical threads 12 made of synthetic resin are fused at their intersections. The right helical thread 11 is made by fusing a large number of thin synthetic resin threads 2 running in the axial direction around the outer periphery in a sliding state in the diameter direction.
..., left helical thread 12...... and surface thin thread 2
As a result of this, an extremely thick tube wall A having a substantially triple layer structure is formed, so that a large earth pressure resistance strength can be obtained despite the small amount of resin used. This effect is especially noticeable when the helical yarn 1
1......, 12...... are very thick threads with approximately oval cross sections that are long in the drain pipe diameter direction, and when the intersection angle θ of both helical threads is made small to narrow the pitch interval, it is better to It becomes even more remarkable. 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 helical thread 11...
The gaps formed between all the threads of ..., 12...... and thin thread 2 are the water permeable gaps 3...
and 3'......, the water permeable opening ratio of the tube wall A is high, and the water that has entered through the small water permeable gaps 3 between the thin threads 2 on the surface is as follows:
The thin thread 2...... and the helical thread 11......
12. Large permeable gap 3'…… between...
Since it is quickly attracted by the water and flows into the drain pipe, the water absorption efficiency is greatly improved. This effect becomes even more remarkable because the thin threads 2 on the surface are bent in the diameter direction to increase the water permeable aperture ratio. 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. There is an 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 also has a large water permeable aperture ratio and a good water absorption rate.
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図は本発明暗渠排水管の一製法例の説明図、第
4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……右ラセン糸、12……左ラセン
糸、2……細糸、3,3′……透水隙、4……フ
イルム状物、A……管壁、θ……交角。
FIG. 1 is a partial cross-sectional schematic diagram of an embodiment of the culvert drain pipe of the present invention, FIG. 2 is a schematic cross-sectional diagram of the same embodiment, and FIG. FIG. 4 is a partial perspective view of a conventional underdrain drain pipe. (Explanation of main symbols in the drawings), 1...Mesh tubular frame, 11...Right helical thread, 12...Left helical thread, 2...Thin thread, 3, 3'...Water gap, 4...Film shaped object, A... tube wall, θ... intersection angle.
Claims (1)
左ラセン糸12……………とを交叉部分で融着し
て網筒状フレーム1を形成すると共に、このフレ
ーム1の外周に口径方向に不規則に摺曲し且つ軸
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 thick right helical thread 11 and a left helical thread 12 made of synthetic resin are fused at their intersections to form a net cylindrical frame 1, and a diameter is set on the outer periphery of this frame 1. A large number of thin synthetic resin threads 2 that are irregularly bent in the direction and run in the axial direction...
Underdrain drain pipe made by fusing together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10022180A JPS5724715A (en) | 1980-07-22 | 1980-07-22 | Culvert drain pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10022180A JPS5724715A (en) | 1980-07-22 | 1980-07-22 | Culvert drain pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5724715A JPS5724715A (en) | 1982-02-09 |
| JPS6144162B2 true JPS6144162B2 (en) | 1986-10-01 |
Family
ID=14268237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10022180A Granted JPS5724715A (en) | 1980-07-22 | 1980-07-22 | Culvert drain pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5724715A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6893771B2 (en) * | 2016-11-07 | 2021-06-23 | 株式会社イノアックコーポレーション | Rollers for image forming equipment and their manufacturing methods |
-
1980
- 1980-07-22 JP JP10022180A patent/JPS5724715A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5724715A (en) | 1982-02-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE60305088T2 (en) | management | |
| US2810424A (en) | Method and apparatus for making reinforced plastic tubing | |
| US4791965A (en) | Co-extruded tube | |
| DE69421045T2 (en) | Translucent sound absorption element | |
| Goettler et al. | Short fiber reinforced hose—A new concept in production and performance | |
| JPH024300Y2 (en) | ||
| DE7417030U (en) | FLEXIBLE PIPE FOR CONVEYING LIQUID OR GAS MEDIA | |
| GB2201632A (en) | Drainage material and drainage core for a drainage system | |
| US3299908A (en) | Hollow reinforced seamless tubular articles | |
| JPS6144162B2 (en) | ||
| WO2021180842A1 (en) | Thermoplastic hose, and a device and a method for producing such a hose | |
| DE3830627A1 (en) | METHOD FOR PRODUCING A WINDED THERMOPLASTIC TUBE | |
| EP0698482A2 (en) | Insulating material | |
| JPS6112047B2 (en) | ||
| JPS636253Y2 (en) | ||
| JP3245649B2 (en) | Reinforcing yarn embedded resin tube | |
| JPH0545620Y2 (en) | ||
| CN222559503U (en) | Indoor PVC drain pipe with noise reduction structure | |
| JPS6017893B2 (en) | culvert drain pipe | |
| DE10120620A1 (en) | Multilayered plastic pipe, in particular, for conveying fluid media in heating and sanitary installations comprises at least one multimaterial layer consisting of a polymer with a montmorillonite filler | |
| KR100422782B1 (en) | Plastic double wall pipe for earthquake-resistance | |
| JPS59210114A (en) | Synthetic resin reticular structure tube | |
| JPS6144161B2 (en) | ||
| JP2007100837A (en) | Pressure-proof hose and its manufacturing method | |
| JPS60208508A (en) | Synthetic resin culvert drain tube |