JPS6017893B2 - culvert drain pipe - Google Patents
culvert drain pipeInfo
- Publication number
- JPS6017893B2 JPS6017893B2 JP5927980A JP5927980A JPS6017893B2 JP S6017893 B2 JPS6017893 B2 JP S6017893B2 JP 5927980 A JP5927980 A JP 5927980A JP 5927980 A JP5927980 A JP 5927980A JP S6017893 B2 JPS6017893 B2 JP S6017893B2
- Authority
- JP
- Japan
- Prior art keywords
- threads
- synthetic resin
- drain pipe
- water
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 229920003002 synthetic resin Polymers 0.000 claims description 20
- 239000000057 synthetic resin Substances 0.000 claims description 20
- 239000012528 membrane Substances 0.000 description 7
- 230000035699 permeability Effects 0.000 description 7
- 238000010521 absorption reaction Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 238000001125 extrusion Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 235000010575 Pueraria lobata Nutrition 0.000 description 1
- 241000219781 Pueraria montana var. lobata Species 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
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ものであ
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庄を受けるため、耐土庄強度に優
れたものでな‘ナれ‘まならないが、第3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
た構造を有する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
省資源の観点から極めて不利であった。Since culvert drainage pipes receive large soil loads, they must have excellent soil strength to prevent them from collapsing.However, as shown in Figure 3, a large number of small permeable holes b are drilled into an extremely thick pipe a. When a general underdrain drain pipe having the above-mentioned structure is manufactured from synthetic resin, a large amount of resin is required, which is extremely disadvantageous from an economical and resource saving perspective.
それのみならず、斯る構造の排水管は透水孔を過剰に穿
設すると耐士圧強度が低下することから、透水開□率に
おのずと制限を受け、従って吸水効率の点でも不満足な
ものであった。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、充分満足し得る
ものはほとんど見当らないのが実情である。本発明は、
級上の実情に鑑み、使用樹脂量が比較的少なし、にも拘
らず管壁が厚く耐土庄強度が大であり、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し
てなされたものであって、複数の合成樹脂の極太フレー
ムリングを複数本の合成樹脂の架橋糸を介してほぼ同軸
的に隔設すると共に、該リングの外周部に鞠方向に走る
多数本の合成樹脂の糸を融着して透水膜を備えた管壁を
形成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。以下、図面を参照しながら本発明暗渠排水管を詳
述する。Not only that, but drain pipes with such a structure are naturally limited in water permeability, since the pressure resistance strength decreases when excessive water permeability holes are drilled, and therefore, the water absorption efficiency is also unsatisfactory. there were. Focusing on this point, various synthetic resin underdrain drain pipes have been developed recently, but the reality is that there are hardly any that are fully satisfactory. The present invention
In view of the current situation, we offer synthetic resin underdrain drainage pipes that use a relatively small amount of resin, yet have thick pipe walls, high soil resistance, and are excellent in water absorption efficiency. This is a system in which a plurality of extremely thick frame rings made of synthetic resin are spaced almost coaxially through a plurality of crosslinked synthetic resin threads, and a large number of frames running in the direction of the ball are attached to the outer periphery of the ring. This invention relates to an underdrain drainage pipe whose gist is formed by fusing synthetic resin threads to form a pipe wall equipped with a water-permeable membrane. Hereinafter, the underdrain drain pipe of the present invention will be described in detail with reference to the drawings.
第1図は本発明一実施例の部分縦断面図、第2図は同機
断面図であって、ここに1は例えば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倍に発泡ごせたもの)よりなる極太フレームリ
ングであり、該リング1・・・はこれらと一体的に架橋
形成された複数本の同合成樹脂よりなる並大の架橋糸2
・・・を介して、ほぼ一定の間隔をあげてほぼ同軸的に
隔設されている。FIG. 1 is a partial longitudinal cross-sectional view of an embodiment of the present invention, and FIG. This is an extra-thick frame ring made of 2 to 3 times more foamed material), and the ring 1... is an average-sized cross-linked thread 2 made of the same synthetic resin that is integrally cross-linked with these.
They are spaced apart coaxially at approximately constant intervals via...
これらリング1・・・は口径方向にやや長い長円形に近
似した不定形の断面形状を有している。斯るリング1・
・・の太さ及び相互間隔、並びに架橋糸2…の太さ及び
本数等については特に制限を受けないが、例えば外径が
10〜1&ス程度の暗渠排水管を得る場合には、リング
1・・・の太さを長径で約0.7〜2.0物、相互間隔
を約0.5〜2.比ネ程度に設定すると共に、架橋糸2
・・・の太さを約0.3〜1.0仇、その本数を約3〜
IZ本程度に設定するのが適当である。このような極太
フレームリング1・・・の外周部には、鞠方向に走る多
数本の合成樹脂の比較的細い糸3…が葛虫着されており
、これらの糸3…及び前記架橋糸2・・・によって土砂
粒の通過を阻止するに足る透水膜4・・・を至るところ
に備えた二重構造の管壁5が形成されている。These rings 1... have an irregular cross-sectional shape that approximates an oval shape that is slightly elongated in the diameter direction. Such ring 1・
There are no particular restrictions on the thickness and mutual spacing of the rings 2, etc., and the thickness and number of the crosslinking threads 2. The thickness of the long axis is about 0.7 to 2.0 mm, and the mutual spacing is about 0.5 to 2.0 mm. In addition to setting the cross-linked yarn 2 to
The thickness of ... is about 0.3 to 1.0, and the number is about 3 to 1.0.
It is appropriate to set the number to about IZ. A large number of relatively thin synthetic resin threads 3 running in the mari direction are attached to the outer periphery of such a thick frame ring 1, and these threads 3 and the crosslinked threads 2 . . forms a double-structured pipe wall 5 that is provided with water-permeable membranes 4 everywhere that are sufficient to prevent the passage of earth and sand particles.
この実施例では、該糸2・・・を不規則に摺曲させるこ
とによって、該糸を直線的に設ける場合よりも、透水膜
4…が多く形成されるようになして透水関口率の大中な
向上を図ってあるが、該糸3・・・を直線的に設けるこ
とも勿論可能である。このように直線的に設けても、第
3図の如き従来排水管よりも高い透水関口率の排水管が
得られるからである。斯る糸3・・・は、前述のフレー
ムリング1…や架橋糸2…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費の合成樹脂のいずれから
なるものであってもよいが、管壁5の耐衝撃強度を高め
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糸がより好適である
。亦、新る糸3・・・の太さや本数等については特に制
限を受けないが、例えば外径が前述のように10〜1&
の程度の暗渠排水管を得る場合には、該糸3・・・の直
径を約0.1〜0.3湖、その本数を50〜150本程
度に設定するのが適当である。更に、この実施例におい
ては、斯る糸3…をフレームリング1…の外周部に一重
に設けているが、場合によっては多量に設けるようにし
てもよい。尚、図中6は、合成樹脂のフィルム状物であ
って、管壁5内面の粗度係数を小さくして、排水管内へ
吸収された水分がスムーズに流れるようにするために、
排水管の内面の流水面にあとから貼つたものであるが、
他の手段で排水管の流水面を平滑状とすることももちろ
ん可能であり、斯るフィルム状物6は必要不可欠なもの
ではない。In this embodiment, by irregularly bending the threads 2, more water permeable membranes 4 are formed than when the threads are provided linearly, thereby increasing the water permeability rate. Although a moderate improvement is intended, it is of course possible to provide the threads 3 in a straight line. This is because even if the drain pipe is installed linearly in this manner, a drain pipe with a higher water permeability ratio than the conventional drain pipe as shown in FIG. 3 can be obtained. The thread 3 may be made of the same hard synthetic resin as the frame ring 1 or the crosslinked thread 2, or other semi-hard or relatively soft synthetic resin. However, from the viewpoint of increasing the impact strength of the tube wall 5, semi-hard or relatively soft synthetic resin threads that have excellent tensile strength and impact absorption properties are more suitable. In addition, there are no particular restrictions on the thickness or number of new threads 3..., but for example, if the outer diameter is 10~1&
In order to obtain an underdrain drain pipe of the same size, it is appropriate to set the diameter of the threads 3 to about 0.1 to 0.3 mm and the number of threads to about 50 to 150. Further, in this embodiment, such threads 3 are provided in a single layer around the outer circumference of the frame ring 1, but a large number of threads may be provided depending on the case. In addition, 6 in the figure is a film-like material made of synthetic resin, which is used to reduce the roughness coefficient of the inner surface of the pipe wall 5 so that the water absorbed into the drain pipe can flow smoothly.
It was later attached to the water surface on the inside of the drain pipe,
Of course, it is also possible to make the water surface of the drain pipe smooth by other means, and such a film-like material 6 is not indispensable.
このような暗渠排水管は例えば、押出ダイスから合成樹
脂の架橋糸2・・・を縦糸として連続的に押出すと共に
、極太フレームリング1・・・を横糸として間欠的に押
出し、これら架橋糸2・・・及びリング1・・・の押出
し成型と同時に、同じダイスの外周部より管壁5表面の
糸3・・・を縦糸として連続的に押出して談リング1・
・・の外周部に葛虫着させ、冷却固化させながら引取る
ことによって得られるものである。その際、押出速度よ
りも引取速度を遅らせば、実施例のように糸3・・・の
摺曲した排水管となり、等速度とすれば糸3・・・が直
線状の排水管となる。以上の如き構成の本発明暗渠排水
管にあっては、隔設された極太のフレームリング1・・
・の外周部に融着した糸3・・・と内側の架橋糸2・・
・とによって二重構造の管壁5を形成し、該極太りング
1・・・にて支持させるようにしてあるため、該極太り
ング1・・・の太さにほぼ等しい極厚肉の合成樹脂製排
水管と較べて遜色のない大きい耐土庄強度が得られ、し
かも樹脂使用量の相当の節約が可能となるのである。Such an underdrain drainage pipe is produced by, for example, continuously extruding synthetic resin crosslinked yarns 2 as warp yarns from an extrusion die, and intermittently extruding extra-thick frame rings 1 as weft yarns. Simultaneously with the extrusion molding of rings 1 and 1, threads 3 on the surface of the tube wall 5 are continuously extruded from the outer periphery of the same die as warp threads to form rings 1 and 1.
It is obtained by attaching kudzu to the outer periphery of ... and taking it off while cooling and solidifying. In this case, if the take-up speed is slower than the extrusion speed, the threads 3 will become a curved drainage pipe as in the embodiment, and if the speed is constant, the threads 3 will become a straight drainage pipe. In the underdrain drain pipe of the present invention having the above structure, the extremely thick frame rings 1...
・Thread 3 fused to the outer periphery of ・ and inner cross-linked yarn 2 ・・
・A double-structure tube wall 5 is formed by and supported by the very thick ring 1... Compared to synthetic resin drainage pipes, it has a high soil resistance strength that is comparable to that of synthetic resin drainage pipes, and it also enables considerable savings in the amount of resin used.
斯る効果は、実施例のように極太フレームリング1・・
・を口径方向にやや長い長円形に近似した断面形状のも
のとする場合には、より一層顕著なものとなる。尚、表
面の糸3・・・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る場合は、耐衝撃強度が大中に向上
する利点がある。亦、本発明排水管のように管壁5を糸
3・・・及び架橋糸2・・・で形成すると、これら糸の
相互間隙が全て透水膜4・・・となるので、極厚肉管に
小孔をあげたものに較べて透水関口率が大中に向上し、
しかも管墜5表面側の糸3…相互間の透水膜4・・・に
侵入した水分が、該糸3・・・と架橋糸2・・・の間の
透水際4・・・に誘引されて速やかに管内に浸透するの
で、吸水効率がきわめて高くなる。このような効果は、
実施例のように表面の糸3・・・を摺曲させて透水関口
率をより大きくした場合に、より一層顕著なものとなる
。加えて、既述の実施例のようにフィルム状物6・・・
を流水面に鮎合す等の手段によって流水面を平滑状とし
た場合は、吸収された水分がスムーズに流る利点を有す
る。以上述べたように、本発明暗渠排水管は樹脂使用量
が少なし、にも拘らず耐土庄強度が大であり、しかも透
水関口率が大で吸水効率のすこぶる高い有用なものであ
る。Such an effect can be achieved by using the extremely thick frame ring 1 as shown in the example.
This becomes even more noticeable when the cross-sectional shape approximates an oval shape that is slightly elongated in the caliber direction. Incidentally, when the surface threads 3 are made of a semi-hard or relatively soft synthetic resin as described above, there is an advantage that the impact resistance strength is greatly improved. In addition, when the pipe wall 5 is formed of the threads 3 and the crosslinked threads 2 as in the drain pipe of the present invention, all the mutual gaps between these threads become the water-permeable membrane 4. The water permeability ratio is improved compared to the one with small holes in the middle.
Moreover, water that has entered the water-permeable membrane 4 between the threads 3 on the surface side of the pipe 5 is attracted to the water-permeable membrane 4 between the threads 3 and the crosslinked threads 2. Since it quickly penetrates into the pipe, the water absorption efficiency is extremely high. Such an effect is
This becomes even more noticeable when the water permeability is increased by bending the threads 3 on the surface as in the embodiment. In addition, as in the previously described embodiments, the film-like material 6...
If the surface of the flowing water is made smooth by means such as mixing water on the surface of the flowing water, there is an advantage that the absorbed water flows smoothly. As described above, the underdrain drainage pipe of the present invention uses a small amount of resin, yet has high soil resistance, high water permeability, and extremely high water absorption efficiency, making it useful.
図面の簡単な説明第1図は本発明暗渠排水管の一実施例
の部分縦断面図、第2図は同実施例の榛断面図、第3図
は従釆の暗渠排水管の部分斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a partial longitudinal cross-sectional view of an embodiment of the underdrain drain pipe of the present invention, Fig. 2 is a cross-sectional view of the same embodiment, and Fig. 3 is a partial perspective view of a secondary underdrain drain pipe. It is.
(図面の符号の説明)1・・・極太フレームリング、2
・・・架橋糸、3・・・糸、4・・・透水膜、5・・・
管墜、6…フィルム。(Explanation of symbols in drawings) 1... Extra thick frame ring, 2
...Crosslinked thread, 3... Thread, 4... Water-permeable membrane, 5...
Kankaku, 6...Film.
第1図 第2図 第3図Figure 1 Figure 2 Figure 3
Claims (1)
成樹脂の架橋糸を介してほぼ同軸的に隔設すると共に、
該リングの外周部に軸方向に走る多数本の合成樹脂の糸
を融着して透水隙を備えた管壁を形成して成る暗渠排水
管。1. A plurality of extremely thick frame rings made of synthetic resin are spaced apart almost coaxially via a plurality of crosslinked synthetic resin threads, and
An underdrain drainage pipe formed by fusing a large number of synthetic resin threads running in the axial direction to the outer circumference of the ring to form a pipe wall with a water permeable gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5927980A JPS6017893B2 (en) | 1980-05-02 | 1980-05-02 | culvert drain pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5927980A JPS6017893B2 (en) | 1980-05-02 | 1980-05-02 | culvert drain pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56156309A JPS56156309A (en) | 1981-12-03 |
| JPS6017893B2 true JPS6017893B2 (en) | 1985-05-07 |
Family
ID=13108782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5927980A Expired JPS6017893B2 (en) | 1980-05-02 | 1980-05-02 | culvert drain pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6017893B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5943527U (en) * | 1982-09-10 | 1984-03-22 | タキロン株式会社 | culvert drain pipe |
| JPS60154425U (en) * | 1984-03-23 | 1985-10-15 | タキロン株式会社 | culvert drain pipe |
| KR100301217B1 (en) * | 1994-12-27 | 2002-11-08 | 쇼와 셸 세키유 주식회사 | Pavement drainage system |
-
1980
- 1980-05-02 JP JP5927980A patent/JPS6017893B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56156309A (en) | 1981-12-03 |
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