JP2001132875A - Synthetic resin pipe body - Google Patents

Synthetic resin pipe body

Info

Publication number
JP2001132875A
JP2001132875A JP31669099A JP31669099A JP2001132875A JP 2001132875 A JP2001132875 A JP 2001132875A JP 31669099 A JP31669099 A JP 31669099A JP 31669099 A JP31669099 A JP 31669099A JP 2001132875 A JP2001132875 A JP 2001132875A
Authority
JP
Japan
Prior art keywords
pipe
tube
cross
synthetic resin
ground
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
JP31669099A
Other languages
Japanese (ja)
Inventor
Yoshiaki Tatsuta
佳招 龍田
Kazuya Yamashita
和也 山下
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.)
Totaku Industries Inc
Original Assignee
Totaku Industries Inc
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 Totaku Industries Inc filed Critical Totaku Industries Inc
Priority to JP31669099A priority Critical patent/JP2001132875A/en
Publication of JP2001132875A publication Critical patent/JP2001132875A/en
Pending legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a pipe body provided with an advantage of easily forming a stacked perforated pipeline in the ground by stably and easily stacking the required number of pipe bodies in plural rows and plural stages, allowing a multiple pipe to be easily and rapidly piped and buried in the ground without needing vibrator work and water-binding work in earth covering, and free from the occurrence of a ground subsidence phenomenon after piping. SOLUTION: This synthetic resin pipe body is provided with an inner pipe 1 with its pipe wall formed in rugged shape along the direction of a pipe axis by alternately arranging projecting parts 2 of square cross-sectional shape with large cross-sectional area and recessed parts 3 of circular cross-sectional shape with small cross-sectional area; and an outer pipe 4 of square cross-sectional shape covering the inner pipe 1 at the outer peripheries of the projecting parts 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、主として地中に於
いて、例えば光ファイバーケーブルや電力線・電話線等
のケーブルを内部に挿通し収容させて保護したり、送水
のために用いる合成樹脂管体を、必要本数、例えば6本
なり9本なり12本なりの必要本数を地面を掘削した溝
内に複数列・複数段積み重ねてブロック状に配管し、地
中に埋設して多孔管路として使用するのに適した合成樹
脂管体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a synthetic resin pipe used for protecting underground cables, such as optical fiber cables and power lines and telephone lines, and for water supply, mainly in the ground. The required number, for example, 6 or 9 or 12 is stacked in multiple rows and multiple stages in a trench excavated from the ground, piped in a block shape, and buried in the ground to be used as a porous pipeline The present invention relates to a synthetic resin tube body suitable for performing the above.

【0002】[0002]

【従来の技術】従来から、管壁を螺旋凹凸状とし、凸状
部も凹状部もその断面形状を円形状に形成した一般的な
合成樹脂凹凸管を地中に埋設して電線保護管や送水管と
して使用することは広く知られているが、このような円
形状凹凸管を複数列・複数段積み重ね状に配管するに
は、これらの管体が崩れないで積み重ね状態を安定的に
維持するために配管箇所の両側への杭打ち作業や管体全
体の結束作業を適宜の間隔毎に行う必要があった。
2. Description of the Related Art Conventionally, a general synthetic resin uneven tube in which a tube wall has a spiral uneven shape and a cross section of both a convex portion and a concave portion is formed in a circular shape is buried in the ground to provide an electric wire protection tube or the like. It is widely known that the pipes are used as water pipes.However, in order to pipe such circular uneven pipes in multiple rows and multiple stages, these pipes do not collapse and the stacked state is stably maintained. In order to do this, it was necessary to perform pile driving work on both sides of the piping location and bundling work of the entire pipe at appropriate intervals.

【0003】そこで、本出願人は、このような杭打ち作
業や結束作業を必要とすることなく安定よく積層可能な
管体構造として、図9に示したように、管壁1の形態
を、管軸方向において断面形状が方形で且つ大断面積と
した凸部2と断面形状が円形で且つ小断面積とした凹部
3とが交互に連続して形成されている凹凸形状とした管
体Paを開発し、既に提案済みである。この管体Pa
は、図10において断面図で示したように、複数列・複
数段(同図では管体を3列3段)に積み重ねて積層集合
管Psとすることができ、これを地面を掘削した掘削溝
G内に敷設した後、溝G内に掘削した土砂6を埋め戻し
て埋設している。
The applicant of the present application has proposed a pipe wall structure that can be stably stacked without requiring such a pile driving operation or a bundling operation, as shown in FIG. A tube Pa having an irregular shape in which convex portions 2 having a rectangular and large cross-sectional area in the tube axis direction and concave portions 3 having a circular cross-sectional shape and a small cross-sectional area are formed alternately and continuously. Has been developed and has already been proposed. This tube Pa
Can be stacked in a plurality of rows and a plurality of stages (in the figure, three rows and three stages of pipes) to form a stacked collecting pipe Ps as shown in the sectional view of FIG. After being laid in the groove G, the earth and sand 6 excavated in the groove G is buried back.

【0004】[0004]

【発明が解決しようとする課題】このように、前記構造
とした管体Pa…を所要本数積層して集合管Psとして
地中に埋設して覆土した場合、図10の左半分に示した
ように、埋め戻した土砂6は集合管Psの上面と外側面
との凹部3の周りにまでは入り込むが、隣接する管体P
a,Pa…で囲まれた空間S内にまで確実に入り込ませ
ることは難しく、空間のままとなって残ったり、粗雑な
状態で僅かに入り込む程度である。
As described above, when the pipes Pa having the above structure are stacked in a required number and buried in the ground as a collecting pipe Ps to cover the soil, as shown in the left half of FIG. In addition, the backfilled earth and sand 6 penetrates around the recess 3 between the upper surface and the outer surface of the collecting pipe Ps, but the adjacent pipe P
It is difficult to reliably penetrate into the space S surrounded by a, Pa..., and it is only a degree that the space remains as it is or enters slightly in a rough state.

【0005】この様に空間Sが土砂の未充填状態のまま
であったり、それに近い状態となっていると、溝Gの覆
土路面上に降雨や振動が与えられる都度集合管Ps上の
覆土土砂6が徐々に空間S内に落下して、同図右半部に
例示したように、路面が次第に地盤沈下現象Dを生じる
こととなるので、そのようなことのないように、覆土時
に、振動バイブレーター作業や水締め作業を行う必要が
あり、多大な時間と労力を余儀なくされるという課題を
有するものであった。
[0005] When the space S is in the unfilled state or close to it as described above, every time rain or vibration is applied to the covered road surface of the groove G, the covered soil on the collecting pipe Ps is generated. 6 gradually falls into the space S, and the road surface gradually causes the land subsidence phenomenon D as illustrated in the right half of the figure. It is necessary to perform a vibrator operation and a water-tightening operation, and there is a problem that a great deal of time and labor is required.

【0006】そこで、本発明は、このような先行技術の
管体Paが有している課題を根本的に解決することを目
的とし、この先行技術の管体Paが有している、所要本
数の管体を複数列・複数段に安定よく容易に積層でき、
地中に積層多孔管路を容易に形成できる利点を備えた管
体でありながら、覆土時に、振動バイブレーター作業や
水締め作業を行う必要がなく、集合管Psの地中への埋
設配管が容易迅速にでき、更に、配管後の覆土路面上に
降雨や振動が生じても地盤沈下現象が生じるような虞の
ない構造とした管体の提供を目的とする。
Accordingly, an object of the present invention is to fundamentally solve the problems of such a prior art pipe Pa, and the required number of tubes of the prior art pipe Pa is required. Can be easily and stably stacked in multiple rows and multiple layers,
Despite having the advantage of being able to easily form a laminated porous conduit in the ground, there is no need to perform vibration vibrator work or water-tightening work when covering the soil, making it easy to bury the collecting pipe Ps in the ground. It is an object of the present invention to provide a pipe which can be made quickly and has a structure in which even if rainfall or vibration occurs on a covered road surface after piping, there is no possibility that a land subsidence phenomenon will occur.

【0007】[0007]

【課題を解決するための手段】該目的を達成するために
講じた本発明にいう合成樹脂管体の構成は、管壁が管軸
方向に沿って、大断面積の断面方形状とした凸部2と、
小断面積の断面円形状とした凹部3とが交互に配置され
て凹凸状に形成されている内管1と、前記凸部2の外周
において該内管1を覆う断面方形状の外管4とを備えて
いる構成としたものである。
In order to achieve the above object, the construction of the synthetic resin pipe body according to the present invention is characterized in that the pipe wall has a rectangular cross section with a large cross section along the pipe axis direction. Part two,
An inner tube 1 formed in an uneven shape by alternately arranging concave portions 3 having a small cross-sectional area and a circular cross section, and an outer tube 4 having a rectangular cross section that covers the inner tube 1 on the outer periphery of the convex portion 2 Are provided.

【0008】[0008]

【発明の実施の形態】該構成とした合成樹脂管体の実施
に当たっては、外管4と内管1とが、非接着状態に形成
されているものとして実施したり、外管4と内管1と
が、凸部2の一部または全周において接着されている管
構造として実施することができる。ここにいう接着と
は、接着剤を使用した接着のみならず、融着手段をも含
むことはいうまでもない。
BEST MODE FOR CARRYING OUT THE INVENTION In implementing a synthetic resin tube having the above configuration, the outer tube 4 and the inner tube 1 may be formed in a non-adhered state, or the outer tube 4 and the inner tube may be connected to each other. 1 can be embodied as a tube structure in which a portion or the entire circumference of the convex portion 2 is bonded. Needless to say, the term “adhesion” used herein includes not only adhesion using an adhesive but also fusion means.

【0009】また、内管1と外管4とが一部で接着され
ている構造とする場合、内管1における凸部2の一つの
辺の一部またはほぼ全面において接着している構造のも
のとしたり、対向する二つの辺の一部またはほぼ全面で
接着しているものとしたり、更には、四つの辺のそれぞ
れにおいて一部で接着されている構造のものとして実施
することができる。
In the case where the inner tube 1 and the outer tube 4 are partially bonded to each other, a structure in which the inner tube 1 is partially or substantially entirely bonded to one side of the protrusion 2 of the inner tube 1 is used. The present invention can be embodied with a structure in which the two sides facing each other are partially or almost entirely bonded, or a structure in which each of the four sides is partially bonded.

【0010】このような構成とした内管1並びに外管4
の形成素材としては、ポリエチレン(PE)、ポリプロ
ピレン(PP)等のポリオレフィン系樹脂のような非塩
素系樹脂素材が好ましいが、ポリ塩化ビニール樹脂(P
VC)でもよく、耐圧縮性と耐水性に優れ経年劣化の少
ない合成樹脂素材が好ましい。管体Pの製造に当たって
は連続ブロー成形手段を用いて内管1を形成し、その外
周に外管4をチューブ状に押し出して被覆させるという
一般に知られた手段によって容易に効率よく製造するこ
とができる。
The inner tube 1 and the outer tube 4 having the above-described structure are used.
As a forming material, a non-chlorine resin material such as a polyolefin resin such as polyethylene (PE) and polypropylene (PP) is preferable.
VC), and a synthetic resin material having excellent compression resistance and water resistance and little deterioration over time is preferable. In manufacturing the pipe body P, the inner pipe 1 is formed using continuous blow molding means, and the outer pipe 4 is extruded into a tubular shape on the outer periphery to cover the outer pipe 4 easily and efficiently. it can.

【0011】[0011]

【実施例】次に、本発明の実施例について図面に基づい
て説明する。図1乃至図5は本発明の第1実施例を説明
する図である。図1及び図2はそれぞれ該実施例の管体
を凹部と凸部とで切断した外観形状を示す斜視図、図3
及び図4はこれらの凹部と凸部との断面形状を示す図、
図5は図3におけるA−A線に沿って縦断した断面図で
ある。
Next, embodiments of the present invention will be described with reference to the drawings. 1 to 5 are views for explaining a first embodiment of the present invention. FIGS. 1 and 2 are perspective views showing the external shape of the tubular body of the embodiment cut by a concave portion and a convex portion, respectively.
And FIG. 4 is a diagram showing a cross-sectional shape of these concave portions and convex portions,
FIG. 5 is a sectional view taken along the line AA in FIG.

【0012】該実施例に示した内管1の基本形態は、図
1乃至図5に見られるように、管壁の形状を管軸方向に
おいて環状の凹凸波形となるようにし、この凹凸波形の
凸部2の断面形状を角部を丸めたほぼ正方形状とし、こ
の凸部2と凸部2との間を繋ぐ凹部3の断面形状を真円
形状としたものであって、これらの凸部2と凹部3とが
交互に連続する形状に形成してある。
The basic form of the inner tube 1 shown in this embodiment is, as shown in FIGS. 1 to 5, such that the shape of the tube wall is an annular uneven waveform in the axial direction of the tube. The cross-sectional shape of the convex portion 2 is a substantially square shape with rounded corners, and the cross-sectional shape of the concave portion 3 connecting the convex portion 2 and the convex portion 2 is a perfect circular shape. The recesses 2 and the recesses 3 are formed in a continuous shape.

【0013】而して、該第1実施例に示した内管1は、
一般に知られたキャタピラー式無端連続ブロー成形機を
用いてPE樹脂チューブを押し出してブロー成形したも
のであり、これを冷却後に、別の押し出し成型機の中空
ダイ内を通過させ、該内管1の外周上にPE樹脂チュー
ブを押し出して内管1を被覆させて外管4としたもので
ある。
The inner tube 1 shown in the first embodiment is
A PE resin tube is extruded and blow-molded using a generally known caterpillar type endless continuous blow molding machine. After cooling, the PE resin tube is passed through a hollow die of another extrusion molding machine, and the inner tube 1 is formed. The outer tube 4 is formed by extruding a PE resin tube on the outer periphery to cover the inner tube 1.

【0014】この場合、内管1の素材と外管4の素材と
は、共にPE樹脂であるから外管4は内管1における正
方形状の凸部2を形成する垂直壁2a,2aと水平壁2
b,2bとの全面に接触し融着している。しかしなが
ら、内管1と外管4との素材を変えると、例えば外管4
の素材をPVC樹脂とすると、内管1と外管4とは、内
管1の凸部2の全面において接触はしているが接着はし
ていない管体Pが得られる。
In this case, since the material of the inner tube 1 and the material of the outer tube 4 are both PE resins, the outer tube 4 is horizontally aligned with the vertical walls 2a, 2a forming the square convex portion 2 of the inner tube 1. Wall 2
b and 2b are in contact with and fused to the entire surface. However, if the materials of the inner tube 1 and the outer tube 4 are changed, for example, the outer tube 4
If the material is made of PVC resin, a pipe body P in which the inner pipe 1 and the outer pipe 4 are in contact with each other on the entire surface of the convex portion 2 of the inner pipe 1 but are not bonded is obtained.

【0015】この管体Pを地中に埋設するには、図8に
示したように、横に3列並列させ、これを縦に3段積み
上げて合計9本の管体P…を集合管Psとして掘削溝G
の底部に配管し、その側方並びに上方から掘削土砂6を
覆土して埋設する。覆土された土砂6は周囲から該集合
管Psを押圧し、集合状態を保持するように機能する。
この土中への埋設状態において、管体Pは断面方形状で
管軸方向全長に亘って形成された外管4の存在によっ
て、集合管Ps上に覆土した土砂6は流下することなく
安定し、路盤沈下の発生を防止する。
In order to bury the pipes P in the ground, as shown in FIG. 8, three rows are arranged side by side, and three rows are stacked vertically to collect a total of nine pipes P. Drilling trench G as Ps
And buried by excavating earth 6 from both sides and from above. The covered earth and sand 6 presses the collecting pipe Ps from the surroundings, and functions to maintain the collecting state.
In this state of being buried in the soil, the pipe P has a rectangular cross-section and is formed over the entire length in the pipe axis direction, so that the earth and sand 6 covered on the collecting pipe Ps is stabilized without flowing down. Prevents subsidence.

【0016】図6及び図7は、それぞれ別の実施例を示
したものである。図6に示した実施例構造は、内管1と
その外周に形成した外管4とを、内管1における凸部2
の左右の垂直壁2a,2aの中間部分において接着剤
5,5によって接着させ、その他の部分の全域において
内管1と外管4とが非接着で相対自由移動が可能な構造
としたものである。
FIGS. 6 and 7 show another embodiment. In the structure of the embodiment shown in FIG. 6, the inner tube 1 and the outer tube 4
The inner pipe 1 and the outer pipe 4 are non-adhered and can move freely relative to each other in the middle of the left and right vertical walls 2a, 2a. is there.

【0017】図7に示した第3実施例は、内管1とその
外周に形成した外管4とを、内管1における凸部2の上
下の水平壁2b,2bのほぼ全体において接着剤5,5
によって接着させ、左右の垂直壁2a,2a部分の全域
において内管1と外管4とが非接着で相対自由移動が可
能な構造としたものである。
In the third embodiment shown in FIG. 7, the inner tube 1 and the outer tube 4 formed on the outer periphery thereof are bonded to almost all of the upper and lower horizontal walls 2b, 2b of the convex portion 2 of the inner tube 1 with an adhesive. 5,5
The inner tube 1 and the outer tube 4 are non-adhered and can move relatively freely over the entire area of the left and right vertical walls 2a, 2a.

【0018】前記第1実施例で説明した管体Pにおい
て、内管1と外管4とを凸部2の全周面で接着させてあ
る管の場合には、管体Pの可撓性は、内管1の凹部3と
この外周に位置する外管4の部分とが主として負担する
こととなり、曲率半径の小さな曲げが求められない配管
として好ましく、内管1と外管4とを全周面において非
接着状態としてある管の場合には、管体Pの可撓性は良
好で、内管1と外管4とが必要に応じて相対変形するこ
ととなり、曲率半径の小さな曲げが求められる配管に適
している。
In the case of the pipe P described in the first embodiment, the inner pipe 1 and the outer pipe 4 are bonded to each other on the entire peripheral surface of the convex portion 2. Is mainly borne by the concave portion 3 of the inner tube 1 and the portion of the outer tube 4 located on the outer periphery thereof, which is preferable as a pipe which does not require bending with a small radius of curvature. In the case of a tube that is in a non-adhered state on the peripheral surface, the flexibility of the tube body P is good, and the inner tube 1 and the outer tube 4 are relatively deformed as necessary, so that a bend having a small radius of curvature can be formed. Suitable for required piping.

【0019】また、前記第2実施例に示した管体Pのよ
うに、対向する側壁の一部だけで内管1と外管4とが接
着連結されている管にあっては、図6において、水平方
向の蛇行が制限され、上下方向の蛇行が容易な管として
便利に使用することができ、また、前記第3実施例に示
した管体Pのように、対向する側壁のほぼ全面において
内管1と外管4とが接着連結されている管にあっては、
図7における上下方向の蛇行が制限されるだけでなく、
水平方向の蛇行も少し制限される管として便利に使用す
ることができる。なお、これらの管体Pの場合、接着さ
れている側を上下方向か左右方向かに配管角度を変えて
適宜に配管すればよいことは言うまでもない。
As shown in FIG. 6, in the case of a pipe in which the inner pipe 1 and the outer pipe 4 are adhesively connected only at a part of the opposing side wall as in the pipe P shown in the second embodiment. In this case, the meandering in the horizontal direction is restricted, and the meandering in the vertical direction can be conveniently used as a tube. In addition, as in the pipe body P shown in the third embodiment, almost the entire opposite side wall is provided. In the pipe in which the inner pipe 1 and the outer pipe 4 are adhesively connected,
Not only is the vertical meandering in FIG. 7 restricted,
Horizontal meandering can also be conveniently used as a slightly restricted tube. In addition, in the case of these pipes P, it goes without saying that it is only necessary to change the pipe angle in the vertical direction or the horizontal direction on the side to which the pipes are bonded, and to appropriately pipe them.

【0020】以上本発明の代表的な実施例について説明
したが、本発明は必ずしもこれらの実施例に説明した通
りの手段のみに限定されるものではなく、本発明にいう
前記の構成要件を備え、かつ、本発明にいう目的を達成
し、以下にいう効果を有する範囲内において適宜改変し
て実施することができるものである。
Although the representative embodiments of the present invention have been described above, the present invention is not necessarily limited to only the means described in these embodiments, but includes the above-mentioned constituent elements of the present invention. In addition, the present invention achieves the object of the present invention, and can be implemented with appropriate modifications within a range having the following effects.

【0021】[0021]

【発明の効果】本発明の管体は、以上の説明から既に明
らかなように、内管の管壁が軸方向に凹凸状に形成さ
れ、凸部の断面形状が方形状で凹部の断面形状が円形状
に形成されている管であって、その外周面に断面方形状
の外管を形成してあるという特殊形態の管体であるか
ら、配管時の座りがよく、任意本数の管体を複数列・複
数段に安定よく容易に積層することができる利点を有
し、地中に積層多孔管路を容易に形成できるという利点
を備えた管体でありながら、覆土時に、振動バイブレー
ター作業や水締め作業を行う必要がなく、それでいて、
配管後に路面上に降雨や振動が生じても地盤沈下現象が
生じることのない状態で、地中への集合管の埋設作業が
容易迅速にできるという顕著な効果を有するものであ
る。
As is clear from the above description, the pipe body of the present invention has a tube wall of an inner pipe formed in an uneven shape in the axial direction, a cross-sectional shape of a convex portion and a cross-sectional shape of a concave portion. Is a pipe formed in a circular shape, and is a special form of pipe in which an outer pipe having a rectangular cross section is formed on the outer peripheral surface thereof, so that the pipe has a good seating at the time of piping, and an arbitrary number of pipes Has the advantage that it can be easily and stably stacked in multiple rows and multiple stages, and has the advantage that a multi-layered porous pipeline can be easily formed in the ground. And you do n’t have to do
The present invention has a remarkable effect that the work of burying the collecting pipe in the ground can be easily and promptly performed in a state where the land subsidence phenomenon does not occur even if rainfall or vibration occurs on the road surface after piping.

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

【図1】第1実施例の管体の外観形状を示す凹部で切断
した斜視図。
FIG. 1 is a perspective view of an outer shape of a tubular body according to a first embodiment, which is cut by a recess.

【図2】同管体の外観形状を示す凸部で切断した斜視
図。
FIG. 2 is a perspective view cut by a convex portion showing an external shape of the tubular body.

【図3】同管体の凹部での縦断断面図。FIG. 3 is a longitudinal sectional view of a concave portion of the tubular body.

【図4】同管体の凸部で縦断断面図。FIG. 4 is a longitudinal sectional view of a convex portion of the tubular body.

【図5】同管体の図3におけるA−A線に沿った断面
図。
FIG. 5 is a sectional view of the pipe taken along line AA in FIG. 3;

【図6】第2実施例の管体の凸部での縦断面図。FIG. 6 is a longitudinal sectional view of a convex portion of a tube according to a second embodiment.

【図7】第3実施例の管体の凸部での縦断面図。FIG. 7 is a longitudinal sectional view of a tube of a third embodiment at a convex portion.

【図8】第1実施例の管体の使用状態を説明する断面
図。
FIG. 8 is a cross-sectional view illustrating a state of use of the tube of the first embodiment.

【図9】従来の管体の外観形状を示す斜視図。FIG. 9 is a perspective view showing the appearance of a conventional tubular body.

【図10】従来の管体の使用状態を説明する断面図。FIG. 10 is a cross-sectional view illustrating a use state of a conventional tube.

【符号の説明】[Explanation of symbols]

1 内管 2 凸部 2a 凸部の垂直壁 2b 凸部の水平壁 3 凹部 4 外管 5 接着剤 P 管体 Ps 集合管 DESCRIPTION OF SYMBOLS 1 Inner pipe 2 Convex part 2a Vertical wall of convex part 2b Horizontal wall of convex part 3 Concave part 4 Outer pipe 5 Adhesive P Pipe Ps Collecting pipe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 管壁が管軸方向に沿って、大断面積の断
面方形状とした凸部(2)と、小断面積の断面円形状とし
た凹部(3)とが交互に配置されて凹凸状に形成されてい
る内管(1)と、前記凸部(2)の外周において該内管(1)を
覆う断面方形状の外管(4)とを備えてなる合成樹脂管
体。
1. A convex portion (2) having a rectangular cross section with a large cross section and a concave portion (3) having a circular cross section with a small cross section are alternately arranged along the pipe axis direction. Synthetic resin tube body comprising: an inner tube (1) formed in an uneven shape by means of a tube; and an outer tube (4) having a rectangular cross section that covers the inner tube (1) at the outer periphery of the projection (2). .
【請求項2】 外管(4)と内管(1)とが、非接着状態に形
成されている請求項1に記載の合成樹脂管体。
2. The synthetic resin tube according to claim 1, wherein the outer tube (4) and the inner tube (1) are formed in a non-adhered state.
【請求項3】 外管(4)と内管(1)とが、凸部(2)の一部
または全周において接着されている請求項1に記載の合
成樹脂管体。
3. The synthetic resin tube according to claim 1, wherein the outer tube (4) and the inner tube (1) are bonded at a part or the entire circumference of the projection (2).
JP31669099A 1999-11-08 1999-11-08 Synthetic resin pipe body Pending JP2001132875A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31669099A JP2001132875A (en) 1999-11-08 1999-11-08 Synthetic resin pipe body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31669099A JP2001132875A (en) 1999-11-08 1999-11-08 Synthetic resin pipe body

Publications (1)

Publication Number Publication Date
JP2001132875A true JP2001132875A (en) 2001-05-18

Family

ID=18079827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31669099A Pending JP2001132875A (en) 1999-11-08 1999-11-08 Synthetic resin pipe body

Country Status (1)

Country Link
JP (1) JP2001132875A (en)

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