JPS59210115A - Plastic drain pipe of reticular structure - Google Patents

Plastic drain pipe of reticular structure

Info

Publication number
JPS59210115A
JPS59210115A JP58073866A JP7386683A JPS59210115A JP S59210115 A JPS59210115 A JP S59210115A JP 58073866 A JP58073866 A JP 58073866A JP 7386683 A JP7386683 A JP 7386683A JP S59210115 A JPS59210115 A JP S59210115A
Authority
JP
Japan
Prior art keywords
plastic
vertical
spiral
drain pipe
wires
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.)
Pending
Application number
JP58073866A
Other languages
Japanese (ja)
Inventor
Takashi Noguchi
野口 隆司
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.)
Seisan Nipponsha KK
Original Assignee
Seisan Nipponsha KK
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 Seisan Nipponsha KK filed Critical Seisan Nipponsha KK
Priority to JP58073866A priority Critical patent/JPS59210115A/en
Publication of JPS59210115A publication Critical patent/JPS59210115A/en
Pending 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

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PURPOSE:To obtain a reticular culvert having a high strength to external pressure by a method in which synthetic resin vertical wires are set in a circular form at intervals, their facing portions are partly bound, and the periphery of the circular vertical wires is wound with spiral synthetic resin bands of a T- shaped cross section. CONSTITUTION:Plastic vertical tubular wires 1 are set in parallel in a circular form at intervals (a), and a small number of the facing vertical wires 9 set circularly are contacted with each other. The lowest part of plastic spiral bands 2 of a T-shaped cross section is welded to the vertical wires 1 and 9 set circularly with a spacing (b) between the heads of the adjacent spiral bands 2. The deformation strength in the radial direction can be raised, the flexibility in the vertical direction can be lowered, and the flexibility in the horizontal direction can also be raised.

Description

【発明の詳細な説明】 この発明は、土中等に埋設して周囲から流入する水を暗
渠等に導水するに用いるプラスチック網状排水管に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a plastic mesh drain pipe that is buried in soil or the like and used to guide water flowing in from the surroundings to a culvert or the like.

この種の排水管は集水、流通性が良好であることは勿論
、取扱中及び埋設後における土庄、車両輪圧などで押漬
されない強度を有する一方、屈曲性に冨むことが必要で
あり、特に埋設状態では上下方向には充分な撓み抵抗力
をもち、水平方向には容易に彎曲し易いという方向性あ
る強度特性をもつことが必要である。
This type of drainage pipe not only has good water collection and circulation properties, but also has the strength to avoid being compressed by soil pressure, vehicle wheel pressure, etc. during handling and after burial, and it also needs to be flexible. In particular, when buried, it is necessary to have directional strength characteristics such as sufficient bending resistance in the vertical direction and easy bending in the horizontal direction.

しかしながら、従来のプラスチック網状管として実用新
案出願公告昭57−16901号公報や公開特許昭55
−154137号公報等に記載されたものは、押潰し耐
力が弱く、また上記の如き方向性ある強度特性を有しな
い。単に強度を強くするためならば、網状管を構成する
縦横又は斜めに交叉する線条を太くすればよいが、それ
では網目が小さくなって目詰りを起すばかりでなく屈曲
性が低下する。そのため屈曲部分に既製の曲管を接続し
て排水管路を形成することは、工数が増す上に曲管の種
類が限られていることから埋設現場に即して最も経済的
に排水管路を形成することができない。また上記従来例
において屈曲性を増すために1ljl 11を大きくす
ることば、強硼、が低下する上に土中の砂礫が侵入して
目詰りを起す。
However, as conventional plastic mesh pipes, utility model application publication No. 16901/1982 and published patent application No. 1983
The materials described in JP-A-154137 and the like have low crushing strength and do not have the above-mentioned directional strength characteristics. If the strength is simply to be increased, the striations that intersect vertically and horizontally or diagonally forming the reticular tube may be made thicker, but this not only reduces the mesh size and causes clogging, but also reduces flexibility. Therefore, forming a drainage pipe by connecting a ready-made bent pipe to the bent part increases the number of man-hours and the types of bent pipes are limited, so it is the most economical way to form a drainage pipe according to the burial site. cannot be formed. Further, in the conventional example described above, in order to increase the flexibility, 1ljl 11 is increased, which results in a decrease in strength and also causes clogging due to the intrusion of sand and gravel in the soil.

本発明の目的は上記した種々の問題を解決したプラスチ
ック網状排水管を提供するにある。
An object of the present invention is to provide a plastic mesh drain pipe that solves the various problems mentioned above.

本発明は、プラスチック網状排水管を、管の母線に沿い
間隔をもって平行配置した多数のプラスチック製縦線条
の外側に、はぼT形断面のプラスチック製+!!旋条の
基部を該IIf旋条の頭部が間隔をもつように接合して
網状排水管を構成し、必要に応して更に細状排水管の相
対する両側部分の少数の縦線条を相接せしめることによ
り、埋設状態において−L下には屈曲し邦く水平方向に
は屈曲容易にしたことを特徴とする。
In the present invention, a plastic mesh drainage pipe is placed on the outside of a large number of vertical plastic lines arranged in parallel at intervals along the generatrix of the pipe, and is made of plastic with a T-shaped cross section. ! The bases of the riflings are joined together so that the heads of the IIf riflings are spaced apart to form a mesh drainage pipe, and if necessary, a small number of longitudinal striations are added to the opposite sides of the narrow drainage pipe. By making them come into contact with each other, it is possible to bend downwardly under -L in the buried state, and it is easy to bend horizontally.

以下本発明の実・施例を説明すると、1は管の母線に沿
い間隔aをもって平行配置したプラスチック製の管状縦
線条、2はこれらの縦線条の外側に接合した断面はぼT
形の螺旋条で、T形断面の頭部3が間隔すを有するよう
にT形断面の基部4を縦線条1に接合する。従って、基
部4間の間隔Cは頭部間隔すよりもj肖かに大となり、
間隔Cを小にして砂礫の侵入を防止する一方、間隔a、
cによって形成される網目5は面積が大となり土砂によ
る目詰りが防止される。
Hereinafter, the embodiments of the present invention will be described. Reference numeral 1 denotes plastic tubular vertical filaments arranged in parallel along the generatrix of the tube with an interval a, and numeral 2 denotes a cross-section of T, which is joined to the outside of these vertical filaments.
A helical strip joins the base 4 of the T-shaped section to the longitudinal strip 1 such that the head 3 of the T-shaped section has a gap. Therefore, the distance C between the bases 4 is much larger than the distance between the heads,
While the interval C is made small to prevent the intrusion of sand and gravel, the interval a,
The mesh 5 formed by c has a large area and is prevented from being clogged with earth and sand.

螺旋条2の断面形状は、基本的には第3図に示す角ゴシ
ック形(a)、T膨頭部3の両側の下方突出部6と基部
4の両側の突出部7とを有するベネチアン形(b)、又
はレール形fc)などのいずれであってもよく、実際に
は後述する成形方法によって上記形状とは多少異った形
状となる。
The cross-sectional shape of the spiral strip 2 is basically a square Gothic shape (a) shown in FIG. (b) or rail shape fc), and in reality, the shape will be somewhat different from the above shape depending on the molding method described later.

−に記構造の網状排水管は、螺旋条2の縦111.11
8の幅が小で各縦線条1との接合面積が小であること及
び頭部3が幅広ではあるが螺旋条をなすこととにより全
体として屈曲に対する抵抗力が小で屈曲配管が容易であ
る反面、網状排水管を押潰す力に対しては縦脚8が強い
抵抗力を示す。
- The mesh drainage pipe with the structure described in
Because the width of the pipe 8 is small and the joint area with each vertical line 1 is small, and the head 3 is wide but forms a spiral line, the resistance to bending as a whole is small and bending piping is easy. On the other hand, the vertical legs 8 exhibit strong resistance against the force that crushes the mesh drain pipe.

従って本発明網状排水管は丈夫でしかも屈曲性に富む性
質を有する。
Therefore, the mesh drain pipe of the present invention is strong and has high flexibility.

更に、網状排水管の互に反対側の少数の縦線条1を相接
せしめて、帯状部分9.9を形成し、この網状排水管を
帯状部分9.9を横にして埋設したときは、上下方向の
屈曲強度が強く、土庄等による下方撓みが少なくなる。
Furthermore, when a small number of vertical filaments 1 on opposite sides of the mesh drain pipe are brought into contact with each other to form a strip portion 9.9, and this mesh drain pipe is buried with the strip portion 9.9 horizontally, , the bending strength in the vertical direction is strong, and the downward deflection due to tonosho etc. is reduced.

従って、該下方撓み部分に土砂が堆積して通水を妨げる
という不都合がなくなり、しかも水平方向には良好な屈
曲性を保有する。
Therefore, the inconvenience that dirt accumulates on the downwardly bent portion and impedes water flow is eliminated, and moreover, it maintains good flexibility in the horizontal direction.

第4図は本発明網状排水管の製造方法の一例を示す。図
示しないダイスから螺旋条2となる肉厚円筒部10とそ
の内側に突出して縦線条1となる孔あき櫛歯状部11と
を網状排水管より大なる直径をもって一体に押出し、又
は別体に押出したのち互に融着させ、これを図示しない
引取りローラによって右方に引取りつつ、網状排水管の
内径に相当するトーピード12の表面に沿って移動させ
夏 トーピード12の孔13からの噴出冷気によって内
方から冷却する。かくして半熔融状態となった円筒部1
0にトーピード12上においてその軸心と直角方向に回
転する回転カッタ14の薄刃の切刀15を切込ませ、円
筒部10を螺旋条に切開していく。
FIG. 4 shows an example of the method for manufacturing the reticulated drain pipe of the present invention. From a die (not shown), the thick-walled cylindrical portion 10 that becomes the spiral strip 2 and the perforated comb-toothed portion 11 that protrudes inward and becomes the vertical strip 1 are extruded together with a diameter larger than that of the mesh drainage pipe, or as separate parts. After extruding them, they are fused together, and while being pulled to the right by a take-up roller (not shown), they are moved along the surface of the torpedo 12 corresponding to the inner diameter of the mesh drainage pipe. It is cooled from within by jetting cold air. The cylindrical part 1 is now in a semi-molten state.
A thin blade 15 of a rotary cutter 14 rotating in a direction perpendicular to the axis of the torpedo 12 is cut into the torpedo 12 to cut the cylindrical portion 10 into spiral strips.

回転カッタ14ば、第3図a、b、cの各T形螺旋条2
に対して夫々第5図、第6図、第7図に示す構造を有す
る。即ち、第3図aのT形螺旋条に対しては、第5図の
ように回転カッタ14に前縁の切刀15と後方に上伸し
た掻上げ翼16とその直前の切欠部17とを設け、半溶
融状態の円筒部10を螺旋条にカントすると共に、カッ
トされた両側の樹脂を掻上げ翼16により上方に掬い上
げてT形量空所18を形成する。この場合掬い上げられ
た樹脂は螺旋条2の頭部3を形成し、Wi部間隔が前記
引き取りにより次第に拡大しながら冷却固化する。頭部
3は上記のように形成されるため、その断面形状は正確
な角ゴシック形ではなく、角部が丸められた概略T形状
となる。切欠部17は切刃15の切開面間に後方から空
気を導入して切開を容易ならしめる。
Rotary cutter 14, each T-shaped spiral strip 2 shown in Fig. 3 a, b, c
5, 6, and 7, respectively. That is, for the T-shaped spiral strip shown in FIG. 3a, as shown in FIG. is provided, and the semi-molten cylindrical portion 10 is canted into a spiral strip, and the cut resin on both sides is scooped up by scraping blades 16 to form a T-shaped volume space 18. In this case, the scooped-up resin forms the head 3 of the spiral strip 2, and is cooled and solidified while the distance between the Wi parts gradually increases due to the above-mentioned withdrawal. Since the head 3 is formed as described above, its cross-sectional shape is not a precise square Gothic shape, but is approximately T-shaped with rounded corners. The notch 17 introduces air from behind between the cutting surfaces of the cutting blade 15 to facilitate the cutting.

第6図の回転カッタ14ば掻上げ翼1Gの両側に斜め上
方に立上る耳部19を有し、これにより下方突出部6を
形成する。また第7図の回転カック14は第5図におけ
る掻上げW2Oを」二方にずらせたものに相当する。
The rotary cutter 14 shown in FIG. 6 has ears 19 rising diagonally upward on both sides of the scraping blade 1G, thereby forming a downward protrusion 6. Further, the rotary cuck 14 in FIG. 7 corresponds to the rake W2O in FIG. 5 shifted in two directions.

回転カッタ14により」二組のように形成された螺旋条
2を外側から冷却して網状排水管を連続成形する。
The spiral strips 2 formed in two sets are cooled from the outside by a rotary cutter 14 to continuously form a mesh drain pipe.

本発明は上記構成を有し、断面]゛形の螺旋条により土
庄等に対し半径方向における変形強度が強く、また砂礫
の侵入をI!rl止するため螺旋条の間隔を狭くしても
、i、14目面積は比較的大きくなし得るので、土砂に
よる目詰りを起すことがな(、更に、両側帯状部分を横
にして埋設したときば」−下方向には屈曲し難い反面、
水平方向には屈曲容易であり、従って土庄等により屈曲
した部分に堆積した土砂が通水を阻害するという事態を
防ぐと共に、水平方向の蛇行配管が容易である等の顕著
な効果がある。
The present invention has the above-mentioned configuration, and has strong deformation strength in the radial direction with respect to tonosho etc. due to the spiral striations having a shape of ゛ in cross section, and also prevents the intrusion of sand and gravel. Even if the spacing between the spiral strips is narrowed to prevent the r - Although it is difficult to bend downward,
It is easy to bend in the horizontal direction, and therefore has remarkable effects such as preventing water flow from being obstructed by dirt accumulated in bent parts due to landslides, etc., and making it easy to meander horizontally.

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

第1図は本発明の一実施例の横断面図、第2図は一部斜
視図、第3図a、b、cはIJ!I旋条の各種断面図、
第4図は製造方法を示す要部斜視図、第5図、第6図、
第7図は夫々第3図a。 b、  cに対応する回転カッタを示し、イば平面図、
口は立面図、ハは側面図である。 1・・・縦線条  2・・・螺旋条  3・・・頭部4
・・・基部 代理人 弁理士 祐用尉−外1名
Fig. 1 is a cross-sectional view of one embodiment of the present invention, Fig. 2 is a partial perspective view, and Fig. 3 a, b, and c are IJ! Various cross-sectional views of I rifling,
Fig. 4 is a perspective view of the main parts showing the manufacturing method, Fig. 5, Fig. 6,
Figure 7 is Figure 3a, respectively. The rotary cutter corresponding to b and c is shown;
The mouth is an elevation view, and the side view is side view. 1... Vertical striations 2... Spiral striations 3... Head 4
...Basic agent Patent attorney Yuyosuke - 1 other person

Claims (2)

【特許請求の範囲】[Claims] (1)管の母線に沿い間隔をもって平行配置した多数の
プラスチック製縦線条の外側にほぼ1゛形断のプラスチ
ック製螺旋条の基部を該螺旋条の頭部が間隔をもつよう
に接合してなるプラスチック網状排水管。
(1) The base of a roughly 1゜-shaped plastic spiral strip is joined to the outside of a large number of plastic vertical strips arranged parallel to each other at intervals along the generatrix of the pipe, such that the heads of the spiral strips are spaced apart from each other. A plastic mesh drain pipe.
(2)管の母線番こ沿い間隔をもって平行配置した多数
のプラスチック製縦線条を前記管の相対する両側部分に
おいては少数の縦線条を相接せしめ、縦線条の外側にほ
ぼT形断面のプラスチック製螺旋条の基部を該螺旋条の
頭部が間隔をもつように接合してなるプラスチック網状
排水管。
(2) A large number of plastic vertical filaments are arranged in parallel at intervals along the generatrix of the tube, with a small number of vertical filaments touching each other on opposite sides of the tube, and the outer side of the vertical filaments is approximately T-shaped. A plastic mesh drain pipe formed by joining the bases of cross-sectional plastic spiral strips so that the heads of the spiral strips are spaced apart.
JP58073866A 1983-04-28 1983-04-28 Plastic drain pipe of reticular structure Pending JPS59210115A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58073866A JPS59210115A (en) 1983-04-28 1983-04-28 Plastic drain pipe of reticular structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58073866A JPS59210115A (en) 1983-04-28 1983-04-28 Plastic drain pipe of reticular structure

Publications (1)

Publication Number Publication Date
JPS59210115A true JPS59210115A (en) 1984-11-28

Family

ID=13530524

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58073866A Pending JPS59210115A (en) 1983-04-28 1983-04-28 Plastic drain pipe of reticular structure

Country Status (1)

Country Link
JP (1) JPS59210115A (en)

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