JPH0726628Y2 - Pressure resistant synthetic resin pipe - Google Patents

Pressure resistant synthetic resin pipe

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Publication number
JPH0726628Y2
JPH0726628Y2 JP1989067596U JP6759689U JPH0726628Y2 JP H0726628 Y2 JPH0726628 Y2 JP H0726628Y2 JP 1989067596 U JP1989067596 U JP 1989067596U JP 6759689 U JP6759689 U JP 6759689U JP H0726628 Y2 JPH0726628 Y2 JP H0726628Y2
Authority
JP
Japan
Prior art keywords
hollow spiral
synthetic resin
spiral ridge
ridge
reinforcing strip
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 - Lifetime
Application number
JP1989067596U
Other languages
Japanese (ja)
Other versions
JPH036176U (en
Inventor
昭夫 永吉
清治 永吉
Original Assignee
ユーシー産業株式会社
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Filing date
Publication date
Application filed by ユーシー産業株式会社 filed Critical ユーシー産業株式会社
Priority to JP1989067596U priority Critical patent/JPH0726628Y2/en
Publication of JPH036176U publication Critical patent/JPH036176U/ja
Application granted granted Critical
Publication of JPH0726628Y2 publication Critical patent/JPH0726628Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は耐圧強度が要求される大径の電線保護管その他
の地中埋設管、或いは流体の管路としての使用に適した
耐圧合成樹脂管に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention is a pressure resistant synthetic resin suitable for use as a large-diameter wire protection tube or other underground buried tube that is required to have pressure resistance, or as a fluid conduit. It is about pipes.

〔従来の技術〕[Conventional technology]

従来から、地中埋設管としては耐圧強度が要求されるこ
とから、ヒューム管や鋳鉄管などが使用されているが、
径の割りには重量が大きくなって取扱い難く、施工性に
難点を有するものである。
Conventionally, fume pipes and cast iron pipes have been used because pressure resistant strength is required for underground buried pipes.
It is difficult to handle due to its large weight for its diameter, and it has a difficulty in workability.

このため、例えば、実開昭61−141889号公報に記載され
ているように、合成樹脂製の円筒状管壁の外周に断面U
字状の金属薄板製補強帯板を所定ピッチ毎に螺旋状に巻
装、一体化し、該補強帯板を合成樹脂製螺旋突条によっ
て被覆してなる耐圧合成樹脂管が開発された。
Therefore, for example, as described in Japanese Utility Model Laid-Open No. 61-141889, a cross section U is formed on the outer periphery of a cylindrical wall made of synthetic resin.
A pressure resistant synthetic resin pipe has been developed in which a reinforcing strip made of a metal thin plate is spirally wound and integrated at a predetermined pitch, and the reinforcing strip is covered with a spiral ridge made of synthetic resin.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

しかしながら、この耐圧合成樹脂管によれば、金属薄板
製補強帯板は、その幅方向に断面U字状に折り曲げられ
て全体に亘り、頂面部の両側に側壁板部を形成している
ので、このような折り曲げ成形を精度よく形成すること
が困難であるばかりでなく、その頂面部を外径側にして
円形状に彎曲させる際に、両側壁板部の板面方向に曲げ
力が作用するから大きく彎曲させることができず、従っ
て小径管を製造することが困難となるものである。
However, according to this pressure-resistant synthetic resin pipe, the reinforcing strip made of a thin metal plate is bent in the width direction in a U-shaped cross section, and the side wall plate portions are formed on both sides of the top face portion over the whole. Not only is it difficult to form such a bending molding with high precision, but when the top surface of the wall is bent into a circular shape, a bending force acts in the plate surface direction of both side wall plate parts. Therefore, it is difficult to manufacture a small-diameter pipe because it cannot be bent greatly.

さらに、大径管を製造するには、その断面U字状に屈曲
した山の高さを大にする必要があるが、その山の高さが
大になればなる程、彎曲し難くなっていずれの場合でも
容易に製造することができないものである。
Furthermore, in order to manufacture a large-diameter pipe, it is necessary to increase the height of a mountain bent into a U-shaped cross section, but the higher the mountain, the more difficult it is to bend. In either case, it cannot be easily manufactured.

又、金属薄板製補強帯板の断面形状がその両端に形成し
ている水平フランジ部によって末拡がり状となり、この
ため、管製造時において成形軸上に沿って彎曲させる
と、この補強帯板の両端間が一層拡がろうとする方向に
変形して形状の整った均一な管を製造することが困難と
なる。
Further, the cross-sectional shape of the reinforcing strip made of a thin metal plate is flared by the horizontal flange portions formed at both ends thereof. Therefore, when the reinforcing strip is bent along the forming axis during pipe manufacturing, It becomes difficult to manufacture a uniform tube having a regular shape by deforming in a direction in which the both ends are further expanded.

その上、中空螺旋条体と補強条体とは接着一体化してい
ないために、中空螺旋条体に土圧等の荷重が掛かって補
強帯体によりその荷重を支持させようとしても、補強帯
体が螺旋方向や幅方向に逃げが生じて充分な補強力が得
られないという難点があった。
In addition, since the hollow spiral strip and the reinforcing strip are not bonded and integrated, even if a load such as earth pressure is applied to the hollow spiral strip to support the load by the reinforcing strip, However, there was a problem in that escape occurred in the spiral direction and the width direction and a sufficient reinforcing force could not be obtained.

本考案はこのような問題点を解消することを目的とした
耐圧合成樹脂管を提供するものである。
The present invention provides a pressure-resistant synthetic resin pipe intended to solve such problems.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記目的を達成するために、本考案の耐圧合成樹脂管
は、実施例に対応する図面に示すように、円筒形状の管
壁(1)の外周に中空螺旋突条(2)を一体に形成して
なる合成樹脂管において、前記中空螺旋突条(2)の内
部に、長さ方向に山部(3a)と谷部(3b)とを連続形成
してなる補強帯板(3)を、該補強帯板(3)の幅方向
を中空螺旋突条(2)の高さ方向に向けた状態にして連
続螺旋状に内装し、該補強帯板(3)の内外端面を管壁
(1)の外周面と中空螺旋突条の頂部内面とに夫々密接
させると共に山部(3a)を中空螺旋突条(2)の対向内
壁面の少なくともいずれか一方に一体に接着してなる構
造を有するものである。
In order to achieve the above object, the pressure resistant synthetic resin pipe of the present invention has a hollow spiral ridge (2) integrally formed on the outer periphery of a cylindrical pipe wall (1) as shown in the drawings corresponding to the embodiments. In the synthetic resin pipe formed as described above, a reinforcing strip plate (3) formed by continuously forming a mountain portion (3a) and a valley portion (3b) in the lengthwise direction inside the hollow spiral ridge (2), The reinforcing strips (3) are arranged in a continuous spiral with the width direction of the reinforcing spiral strips (3) oriented in the height direction of the hollow spiral ridges (2), and the inner and outer end surfaces of the reinforcing strips (3) are attached to the pipe wall (1). ) And the inner surface of the top of the hollow spiral ridge, and the mountain portion (3a) is integrally bonded to at least one of the opposing inner wall surfaces of the hollow spiral ridge (2). It is a thing.

〔作用〕[Action]

補強帯板(3)は長さ方向に山部(3a)と谷部(3b)と
を連続的に形成されてなるものであり、この補強帯板
(3)の幅方向を合成樹脂管の中空螺旋突条(2)の高
さ方向、即ち、垂直状態に向けて該中空螺旋突条(2)
内に配設しているので、合成樹脂管の製造時において管
壁(1)上に円周方向に螺旋巻きを行う際に、内周側の
山部(3a)と谷部(3b)とが収縮する一方、外周側の山
部(3a)と谷部(3b)とが容易に伸長して、製造すべき
合成樹脂管が小径であっても大径であってもその径に応
じて自由に彎曲し、中空螺旋突条(2)内に円滑且つ正
確に配設することができる。
The reinforcing strip (3) is formed by continuously forming peaks (3a) and valleys (3b) in the length direction, and the width direction of the reinforcing strip (3) is made of synthetic resin pipe. In the height direction of the hollow spiral ridge (2), that is, in the vertical state, the hollow spiral ridge (2)
Since it is disposed inside, when spirally winding in the circumferential direction on the pipe wall (1) at the time of manufacturing the synthetic resin pipe, the inner peripheral side mountain portion (3a) and the valley portion (3b) are formed. While the outer peripheral peaks (3a) and troughs (3b) easily expand, depending on the diameter of the synthetic resin pipe to be manufactured, whether it has a small diameter or a large diameter. It can be flexed freely and can be smoothly and accurately arranged in the hollow spiral ridge (2).

又、前記のように補強帯板(3)をその幅方向が合成樹
脂管の中空螺旋突条(2)の高さ方向に向けた状態にし
て中空螺旋突条(2)内に配設し、且つその内外端面を
管壁(1)の外周面と中空螺旋突条(2)の頂部内面と
に夫々密接させているので、管体を圧縮させる方向に土
圧その他の荷重が作用してもこの補強帯板(3)によっ
てその外圧を強固に受止させて管体の変形を防止するこ
とができる。
Further, as described above, the reinforcing strip plate (3) is arranged in the hollow spiral ridge (2) with its width direction oriented in the height direction of the hollow spiral ridge (2) of the synthetic resin pipe. Moreover, since the inner and outer end surfaces thereof are brought into close contact with the outer peripheral surface of the pipe wall (1) and the inner surface of the top of the hollow spiral ridge (2), respectively, earth pressure and other loads act in the direction of compressing the pipe body. Also, the reinforcing strip plate (3) can firmly receive the external pressure and prevent the tubular body from being deformed.

さらに、補強帯板(3)の山部(3a)を中空螺旋突条
(2)の内壁面に一体に接着させているので、合成樹脂
製の中空螺旋突条(2)が該補強帯板(3)によって所
定の断面形状に保形され、その上、補強帯板(3)の山
部(3a)の高さ方向を中空螺旋突条(2)の幅方向に向
けているので、座屈することなく中空螺旋突条(2)を
強固に補強し得ると共に中空突条(2)の幅寸法に応じ
た山部(3a)と谷部(3b)との屈曲変形が容易となり、
大径の耐圧合成樹脂管であってもその製造が能率良く行
えるものである。
Further, since the mountain portion (3a) of the reinforcing strip (3) is integrally bonded to the inner wall surface of the hollow spiral ridge (2), the hollow spiral ridge (2) made of synthetic resin is the reinforcing strip. (3) The shape is kept in a predetermined cross-sectional shape by the (3), and the height direction of the mountain portion (3a) of the reinforcing strip (3) is directed toward the width direction of the hollow spiral ridge (2). The hollow spiral ridge (2) can be strongly reinforced without bending, and the peaks (3a) and valleys (3b) can be easily bent and deformed according to the width dimension of the hollow ridge (2).
Even a large-diameter pressure-resistant synthetic resin pipe can be manufactured efficiently.

〔実施例〕〔Example〕

本考案の実施例を図面について説明すると、(1)はポ
リエチレン等の合成樹脂より形成された円筒形状の管壁
で、その内周面が全長に亘って同一径の平坦面(1a)に
形成されてあり、その外周面には同一樹脂よりなる断面
矩形状の中空螺旋突条(2)を一体に設けてある。
An embodiment of the present invention will be described with reference to the drawings. (1) is a cylindrical tube wall made of synthetic resin such as polyethylene, the inner peripheral surface of which is formed as a flat surface (1a) having the same diameter over the entire length. A hollow spiral ridge (2) made of the same resin and having a rectangular cross section is integrally provided on the outer peripheral surface thereof.

このような円筒形状の管壁(1)の外周面に中空螺旋突
条(2)を一体に設けてなる合成樹脂管は、例えば、成
形軸上に一半部が断面門形等の突条部に、他半部が平帯
部に成形された半溶融状態の一定幅を有する合成樹脂帯
状材を供給し、前記突条部を先行する突条部の平帯部上
に重合するように螺旋状に巻回して溶着一体化させるこ
とにより製造することができ、その際、隣接する突条部
間の螺旋凹溝状空間部を該突条部頂面間に同じく同一材
料よりなる半溶融状態の合成樹脂帯状材を螺旋状に巻
着、一体化させることにより、第1、2図に示すような
外周面も平坦面に形成された外壁(1b)を有する合成樹
脂管とすることもできる。
A synthetic resin pipe in which a hollow spiral ridge (2) is integrally provided on the outer peripheral surface of such a cylindrical pipe wall (1) has, for example, a ridge having a half-section cross-section on the molding shaft. , The other half part is formed into a flat band part, and a synthetic resin band material having a constant width in a semi-molten state is supplied, and the ridge part is spiraled so as to be superposed on the flat band part of the preceding ridge part. It can be manufactured by winding it in a circular shape and integrally welding it, and in that case, a semi-molten state in which the spiral groove-shaped space between adjacent ridges is made of the same material between the tops of the ridges. A synthetic resin tube having an outer wall (1b) formed with a flat outer peripheral surface as shown in FIGS. 1 and 2 can also be obtained by spirally winding and integrating the synthetic resin band-shaped material. .

(3)は前記中空螺旋突条(2)に内装された補強帯板
で、全長に亘って一定幅を有する厚さが0.3〜1.0mm程度
の長尺な金属製平帯鋼板、或いは適宜厚さを有する合成
樹脂製帯板又は帯状厚紙等よりなり、その長さ方向に山
部(3a)と谷部(3b)とを連続波形形状に形成してなる
ものであり、この補強帯板(3)の幅方向を前記中空突
条(2)の高さ方向に向けて該中空突条(2)内に連続
螺旋状に配設し、その内外端面、即ち、長手方向の波形
両端面を前記管壁(1)の外周面と中空螺旋突条(2)
の頂部内面とに一体的に接着又は密着させてある。
(3) is a reinforcing strip installed inside the hollow spiral ridge (2), which is a long metal flat strip having a uniform width over the entire length and a thickness of about 0.3 to 1.0 mm, or an appropriate thickness. It is made of a synthetic resin strip or a cardboard having a thickness, and has a mountain portion (3a) and a valley portion (3b) formed in a continuous corrugated shape in the length direction thereof. 3) The width direction of 3) is oriented in the height direction of the hollow ridge (2), and the hollow ridge (2) is continuously spirally arranged in the hollow ridge (2). Outer peripheral surface of the tube wall (1) and hollow spiral ridge (2)
Is integrally adhered or adhered to the inner surface of the top of the.

このような補強帯板(3)は第6図に示すように、上下
一対の波形成形ロール(4)(5)間に金属製平帯鋼板
等の帯状材料を供給することにより成形することがで
き、その山部(3a)及び谷部(3b)の断面形状は図に示
すような円弧状の連続波形形状に限らず、第7、8図に
示すようにコ字状又は三角形状その他の形状であっても
よい。
As shown in FIG. 6, such a reinforcing strip plate (3) can be formed by supplying a strip material such as a flat metal strip steel plate between a pair of upper and lower corrugating rolls (4) and (5). The cross-sectional shapes of the peaks (3a) and the valleys (3b) are not limited to the arc-shaped continuous corrugated shape as shown in the drawings, but may be U-shaped or triangular-shaped as shown in FIGS. It may have a shape.

又、中空螺旋突条(2)は第1図に示すように、小幅の
中空螺旋突条(2a)と大幅の中空螺旋突条(2b)とを連
続的に形成し、これらの大小の中空螺旋突条(2a)(2
b)の少なくともいずれか一方に前記補強帯板(3)を
内装してもよく、第2図に示すように、同一断面形状の
中空螺旋突条(2)内に補強帯板(3)を内装しておい
てもよい。
As shown in FIG. 1, the hollow spiral ridge (2) is formed by continuously forming a small width hollow spiral ridge (2a) and a large hollow spiral ridge (2b), and these large and small hollow spiral ridges (2b) are formed. Spiral ridge (2a) (2
The reinforcing strip (3) may be provided in at least one of b), and as shown in FIG. 2, the reinforcing strip (3) is provided in the hollow spiral ridge (2) having the same sectional shape. You may keep the interior.

さらに、第3〜5図に示すように、一定ピッチ毎に管壁
(1)の外周面に中空螺旋突条(2)を形成してなる構
造の合成樹脂管にも補強帯板(3)をその中空螺旋突条
(2)に内装し得ることは勿論である。
Further, as shown in FIGS. 3 to 5, a reinforcing strip plate (3) is formed on a synthetic resin pipe having a structure in which hollow spiral ridges (2) are formed on the outer peripheral surface of the pipe wall (1) at regular intervals. It is needless to say that the hollow spiral ridge (2) can be installed inside.

上記各実施例においては、中空螺旋突条(2)内に配設
した補強帯板(3)は、その山部(3a)の高さを中空螺
旋突条(2)の対向内壁面間の間隔に等しく形成して連
続波形形状に屈曲した両側山部(3a)(3a)の頂面を中
空螺旋突条(2)の対向内壁面に一体的に密接させてい
るが、第4図に示すように、補強帯板(3)の山部(3
a)の高さを中空螺旋突条(2)の対向内壁面間の寸法
よりも小さく形成して中空螺旋突条(2)のいずれか一
方の内壁面にその山部(3a)を一体に密接させた状態で
螺旋状に内装しておいてもよく、又、このような補強帯
板(3)を2条、第3図に示すように、中空螺旋突条
(2)の対向内壁面に夫々一体的に密接させておいても
よい。
In each of the above-mentioned embodiments, the reinforcing strips (3) arranged in the hollow spiral ridges (2) have the height of the peaks (3a) between the opposing inner wall surfaces of the hollow spiral ridges (2). The top surfaces of the both peaks (3a) (3a) formed at equal intervals and bent in a continuous wavy shape are integrally brought into close contact with the facing inner wall surfaces of the hollow spiral ridge (2). As shown, the ridges (3) of the reinforcement strip (3)
The height of a) is made smaller than the dimension between the opposing inner wall surfaces of the hollow spiral ridge (2), and the mountain portion (3a) is integrated with one of the inner wall surfaces of the hollow spiral ridge (2). The reinforcing strips (3) may be provided in a spiral shape in close contact with each other, and two such reinforcing strips (3) are provided, as shown in FIG. You may keep them in close contact with each other.

補強帯板(3)を中空螺旋突条(2)の内壁面に一体的
に密接させるには、該補強帯板(3)の両側面に管壁
(1)と同一材料よりなる合成樹脂層(6)をラミネー
トしておき、上記管の製造時に該補強帯板(3)を突条
(2)内に包含させるようにして成形軸上に半溶融状態
の合成樹脂帯状材と共に供給し、この合成樹脂帯状材の
温度によって前記合成樹脂層(6)を一旦溶融させ、次
いで、硬化させることによって一体化を行うことができ
る。
In order to bring the reinforcing strip (3) into close contact with the inner wall surface of the hollow spiral ridge (2) integrally, a synthetic resin layer made of the same material as the pipe wall (1) is provided on both sides of the reinforcing strip (3). (6) is laminated, and the reinforcing strip (3) is included in the ridge (2) at the time of manufacturing the pipe and is supplied together with the semi-molten synthetic resin strip on the molding shaft, The synthetic resin layer (6) is once melted by the temperature of the synthetic resin strip, and then cured to be integrated.

又、第2,5図に示すように、補強帯板(3)の山部(3
a)の高さを中空螺旋突条(2)の対向内壁面間の間隔
に等しく形成して両側山部(3a)(3a)の頂面を中空螺
旋突条(2)の対向内壁面に一体的に密接させる場合に
は、上記合成樹脂層(6)を設けることなく、合成樹脂
管の製造時においてその山部を中空螺旋突条(2)の対
向内壁面に食い込ませて該内壁面に凹部を形成し、この
凹部にその山部頂面を係止状態にして固着させてもよ
い。
Also, as shown in FIGS. 2 and 5, the ridges (3
The height of a) is made equal to the space between the inner wall surfaces of the hollow spiral ridge (2) facing each other, and the top surfaces of the mountain portions (3a) (3a) on both sides are made the inner wall surfaces of the hollow spiral ridge (2) facing each other. In the case of bringing them into close contact with each other, without providing the synthetic resin layer (6), the mountain portion of the synthetic resin pipe is made to bite into the opposing inner wall surface of the hollow spiral ridge (2) at the time of manufacturing the inner wall surface. It is also possible to form a concave portion in the concave portion and fix the peak portion top surface in the concave portion in a locked state.

このように構成した耐圧合成樹脂管は、その管壁(1)
の内周面が全長に亘って平坦面(1a)に形成されている
ので、流体の管路として使用した場合にはその流通を円
滑に行わせることができると共に地中配線を施す場合に
は、その作業が容易に行えるものであり、又、中空螺旋
突条(2)内に配設した金属製の補強帯板(3)によっ
て所望の耐圧強度を保持し得るものである。
The pressure-resistant synthetic resin pipe configured as described above has a pipe wall (1).
Since the inner peripheral surface of is formed as a flat surface (1a) over the entire length, when it is used as a fluid conduit, its flow can be performed smoothly and when underground wiring is provided. The work can be easily performed, and the desired pressure resistance can be maintained by the metal reinforcing strips (3) arranged in the hollow spiral ridges (2).

〔考案の効果〕[Effect of device]

以上のように本考案の耐圧合成樹脂管によれば、円筒形
状の管壁(1)の外周に中空螺旋突条(2)を一体に形
成してなる合成樹脂管において、前記中空螺旋突条
(2)の内部に、長さ方向に山部(3a)と谷部(3b)と
を連続形成してなる補強帯板(3)を、該補強帯板
(3)の幅方向を中空螺旋突条(2)の高さ方向に向け
た状態にして連続螺旋状に内装し、該補強帯板(3)の
内外端面を管壁(1)の外周面と中空螺旋突条の頂部内
面とに夫々密接させると共に山部(3a)を中空螺旋突条
(2)の対向内壁面の少なくともいずれか一方に一体に
接着してなることを特徴とするものであるから。補強帯
板(3)は長さ方向に山部(3a)と谷部(3b)とを連続
的に形成されてなるものであり、この補強帯板(3)の
幅方向を合成樹脂管の中空螺旋突条(2)の高さ方向、
即ち、垂直状態に向けて該中空螺旋突条(2)内に配設
しているので、合成樹脂管の製造時において管壁(1)
上に円周方向に螺旋巻きを行う際に、内周側の山部(3
a)と谷部(3b)とが収縮する一方、外周側の山部(3
a)と谷部(3b)とが容易に伸長して屈曲性が良好とな
り、従って、小径管であっても大径管であってもその径
に応じて自由に彎曲させながら合成樹脂製管壁(1)上
に精度よく巻装することができ、外観の整った耐圧合成
樹脂管を能率良く製造し得るものである。
As described above, according to the pressure-resistant synthetic resin pipe of the present invention, in the synthetic resin pipe in which the hollow spiral ridge (2) is integrally formed on the outer periphery of the cylindrical pipe wall (1), the hollow spiral ridge is formed. Inside the (2), a reinforcing strip (3) formed by continuously forming peaks (3a) and valleys (3b) in the lengthwise direction is provided with a hollow spiral in the widthwise direction of the reinforcing strip (3). The ridges (2) are installed in a continuous spiral shape in a state of being oriented in the height direction, and the inner and outer end surfaces of the reinforcing strip (3) are the outer peripheral surface of the pipe wall (1) and the inner surface of the top of the hollow spiral ridge. And the mountain portion (3a) is integrally bonded to at least one of the opposing inner wall surfaces of the hollow spiral protrusion (2). The reinforcing strip (3) is formed by continuously forming peaks (3a) and valleys (3b) in the length direction, and the width direction of the reinforcing strip (3) is made of synthetic resin pipe. The height direction of the hollow spiral ridge (2),
That is, since the hollow spiral ridges (2) are arranged so as to be vertically oriented, the pipe wall (1) is produced during the production of the synthetic resin pipe.
When spirally winding up in the circumferential direction, the peaks (3
a) and the valleys (3b) contract, while the peaks (3
The a) and the trough (3b) are easily stretched to improve the flexibility, and therefore, whether it is a small diameter pipe or a large diameter pipe, it is made of synthetic resin while flexing freely according to its diameter. The pressure-resistant synthetic resin pipe, which can be accurately wound on the wall (1) and has a regular appearance, can be efficiently manufactured.

又、前記のように補強帯板(3)をその幅方向が合成樹
脂管の中空螺旋突条(2)の高さ方向に向けた状態にし
て中空螺旋突条(2)内に配設し、且つその内外端面を
管壁(1)の外周面と中空螺旋突条(2)の頂部内面と
に夫々密接させているので、補強帯板(3)の幅方向が
中空螺旋突条(2)の高さ方向に配設されるから、中空
螺旋突条(2)の高さに応じた補強帯板(3)の幅寸法
の設定が容易に行うことができ、耐圧合成樹脂管の製造
が容易となるばかりでなく、管体を圧縮させる方向に土
圧その他の荷重が作用してもこの補強帯板(3)によっ
てその外圧を強固に受止させて管体の圧縮変形を防止す
ることができるものである。
Further, as described above, the reinforcing strip plate (3) is arranged in the hollow spiral ridge (2) with its width direction oriented in the height direction of the hollow spiral ridge (2) of the synthetic resin pipe. Moreover, since the inner and outer end surfaces thereof are brought into close contact with the outer peripheral surface of the pipe wall (1) and the inner surface of the top of the hollow spiral ridge (2), respectively, the width direction of the reinforcing strip (3) is the hollow spiral ridge (2). ) Is arranged in the height direction, it is possible to easily set the width dimension of the reinforcing strip (3) according to the height of the hollow spiral ridge (2), and to manufacture the pressure-resistant synthetic resin pipe. Not only is this easy, but even if earth pressure or other loads act in the direction of compressing the tube, the reinforcing strip plate (3) firmly receives the external pressure and prevents the tube from compressive deformation. Is something that can be done.

さらに、補強帯板(3)の山部(3a)を中空螺旋突条
(2)の内壁面に一体に接着させているので、合成樹脂
製の中空螺旋突条(2)が該補強帯板(3)によって所
定の断面形状に保形され、その上、補強帯板(3)の山
部(3a)の高さ方向を中空螺旋突条(2)の幅方向に向
けているので、該補強帯板(3)が座屈することなく中
空螺旋突条(2)を強固に補強し得え、長期の使用に供
することができるものである。
Further, since the mountain portion (3a) of the reinforcing strip (3) is integrally bonded to the inner wall surface of the hollow spiral ridge (2), the hollow spiral ridge (2) made of synthetic resin is the reinforcing strip. Since the shape is maintained in a predetermined cross-sectional shape by (3) and the height direction of the mountain portion (3a) of the reinforcing strip (3) is directed toward the width direction of the hollow spiral ridge (2), The hollow spiral ridges (2) can be strongly reinforced without buckling of the reinforcing strip (3) and can be used for a long period of time.

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

図面は本考案の実施例を示すもので、第1図は例1の一
部を切欠した側面図、第2図は例2の一部切欠縦断側面
図、第3図(い)は例3の一部切欠縦断側面図、第3図
(ろ)はその一部の断面図、第4図(い)は例4におけ
る管の一部分の断面図、第4図(ろ)はその横断面図、
第5図(い)は例5における管の一部分の断面図、第5
図(ろ)はその横断面図、第6図は補強帯板の製造法を
説明するための簡略斜視図、第7図及び第8図は補強帯
板の変化例を示す一部平面図である。 (1)……合成樹脂製管壁、(2)……中空螺旋突条、
(3)……補強帯板、(3a)……山部、(3b)……谷
部。
The drawings show an embodiment of the present invention. FIG. 1 is a partially cutaway side view of Example 1, FIG. 2 is a partially cutaway vertical side view of Example 2, and FIG. Partially cutaway vertical side view, FIG. 3 (B) is a partial sectional view thereof, FIG. 4 (B) is a partial sectional view of a pipe in Example 4, and FIG. 4 (B) is a lateral sectional view thereof. ,
FIG. 5B is a sectional view of a part of the pipe in Example 5,
FIG. 6B is a cross-sectional view of the same, FIG. 6 is a simplified perspective view for explaining a method for manufacturing a reinforcing strip, and FIGS. 7 and 8 are partial plan views showing variations of the reinforcing strip. is there. (1) …… Synthetic resin pipe wall, (2) …… Hollow spiral ridge,
(3) …… Reinforcing strips, (3a) …… Mountains, (3b) …… Valleys.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】円筒形状の管壁(1)の外周に中空螺旋突
条(2)を一体に形成してなる合成樹脂管において、前
記中空螺旋突条(2)の内部に、長さ方向に山部(3a)
と谷部(3b)とを連続形成してなる補強帯板(3)を、
該補強帯板(3)の幅方向を中空螺旋突条(2)の高さ
方向に向けた状態にして連続螺旋状に内装し、該補強帯
板(3)の内外端面を管壁(1)の外周面と中空螺旋突
条の頂部内面とに夫々密接させると共に山部(3a)を中
空螺旋突条(2)の対向内壁面の少なくともいずれか一
方に一体に接着してなることを特徴とする耐圧合成樹脂
管。
1. A synthetic resin pipe in which a hollow spiral ridge (2) is integrally formed on the outer periphery of a cylindrical pipe wall (1), wherein a lengthwise direction is provided inside the hollow spiral ridge (2). At Yamabe (3a)
A reinforcing strip plate (3) formed by continuously forming
The reinforcing strips (3) are arranged in a continuous spiral with the width direction of the reinforcing spiral strips (3) oriented in the height direction of the hollow spiral ridges (2), and the inner and outer end surfaces of the reinforcing strips (3) are attached to the pipe wall (1). ) Is closely contacted with the outer peripheral surface of the hollow spiral ridge and the inner surface of the top of the hollow spiral ridge, and the ridges (3a) are integrally bonded to at least one of the opposing inner wall surfaces of the hollow spiral ridge (2). Withstand pressure synthetic resin pipe.
JP1989067596U 1989-06-09 1989-06-09 Pressure resistant synthetic resin pipe Expired - Lifetime JPH0726628Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989067596U JPH0726628Y2 (en) 1989-06-09 1989-06-09 Pressure resistant synthetic resin pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989067596U JPH0726628Y2 (en) 1989-06-09 1989-06-09 Pressure resistant synthetic resin pipe

Publications (2)

Publication Number Publication Date
JPH036176U JPH036176U (en) 1991-01-22
JPH0726628Y2 true JPH0726628Y2 (en) 1995-06-14

Family

ID=31601304

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989067596U Expired - Lifetime JPH0726628Y2 (en) 1989-06-09 1989-06-09 Pressure resistant synthetic resin pipe

Country Status (1)

Country Link
JP (1) JPH0726628Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026329B1 (en) * 2008-03-11 2011-03-31 김영욱 Plastic Pipe of nprofile having I-beam reinforcement by S type structure, and device for manufacturing the pipe thereof

Also Published As

Publication number Publication date
JPH036176U (en) 1991-01-22

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