JPH0311510Y2 - - Google Patents

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Publication number
JPH0311510Y2
JPH0311510Y2 JP1985123191U JP12319185U JPH0311510Y2 JP H0311510 Y2 JPH0311510 Y2 JP H0311510Y2 JP 1985123191 U JP1985123191 U JP 1985123191U JP 12319185 U JP12319185 U JP 12319185U JP H0311510 Y2 JPH0311510 Y2 JP H0311510Y2
Authority
JP
Japan
Prior art keywords
synthetic resin
pipe
pressure
wall
underground burial
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
Application number
JP1985123191U
Other languages
Japanese (ja)
Other versions
JPS6230080U (en
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 filed Critical
Priority to JP1985123191U priority Critical patent/JPH0311510Y2/ja
Priority to KR1019860001278A priority patent/KR890001842B1/en
Priority to ES1986292483U priority patent/ES292483Y/en
Priority to BR8600761A priority patent/BR8600761A/en
Priority to ES868600977A priority patent/ES2001197A6/en
Publication of JPS6230080U publication Critical patent/JPS6230080U/ja
Priority to US07/520,990 priority patent/US5007462A/en
Application granted granted Critical
Publication of JPH0311510Y2 publication Critical patent/JPH0311510Y2/ja
Expired 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> 本考案にいう地中埋設用耐圧合成樹脂管は、地
中に埋設して使用するための埋設管であつて、上
水管、下水(排水)管、電線・電話線用保護管等
に主として用いられる管である。
[Detailed description of the invention] <Industrial application field> The pressure-resistant synthetic resin pipe for underground burial according to the invention is a buried pipe for use by being buried underground, and is used for water pipes, sewage (drainage water), etc. ) This is a tube mainly used as a protective tube for electric wires and telephone lines.

<従来の技術> 従来この種の地中埋設用管は、コンクリート製
の所謂ヒユーム管や鋳鉄管が多く使用されていた
が、これらのものは何れも重量が大で、かつ、長
尺のものが出来にくいことから作業性が極めて悪
く、地中への敷設に多大な時間と労力を必要とし
た。この欠点を解決できる新しい管として近年合
成樹脂材料を用いた可撓性のある螺旋管が開発さ
れている(第11図参照)が、この合成樹脂管は
長尺であるため接続部の数が少なくて済み、地中
への埋設作業が飛躍的に短縮できるという利点を
有しているので今日では大いに利用されるように
なつてきている。
<Conventional technology> Conventionally, concrete pipes and cast iron pipes have often been used as underground pipes of this type, but these pipes are both heavy and long. The workability was extremely poor because it was difficult to form, and it required a great deal of time and effort to lay it underground. In recent years, a flexible spiral tube made of synthetic resin material has been developed as a new tube that can solve this problem (see Figure 11), but since this synthetic resin tube is long, it has a large number of connections. Since it has the advantage of requiring only a small amount and dramatically shortening the amount of work required to bury it underground, it has become widely used today.

<考案が解決しようとする問題点> しかしながら、地中への埋設管は、強力な土圧
に耐える必要があり、耐圧性を持たせるために、
第11図に示す如く、管壁01を肉厚のものとせ
ざるを得なかつた。しかし、管壁を肉厚のものと
すると、成形材である合成樹脂材料が大量に必要
であり、運搬が容易でなく、地中への敷設作業が
容易でないものとなつていた。
<Problems that the invention aims to solve> However, underground pipes need to withstand strong earth pressure, and in order to have pressure resistance,
As shown in FIG. 11, the tube wall 01 had to be made thick. However, thick pipe walls require a large amount of synthetic resin material for molding, making it difficult to transport and to install underground.

他方、鋼板等の金属薄板を用いて、これを帯状
に形成するとともに、その中央部をコの字形等に
突出させ両側開放端を外側に向けて突出させた断
面形状に形成し、これを螺旋状に巻回して一部を
重合させ、その重合部を熔接することによつてコ
ルゲート螺旋金属管を形成することも考えられる
が、重合部を全周に亘つて水密性を保つように熔
接することは大変な技術とコストを必要とし、高
価なものとなり、それでいて熔接による歪の生じ
ることを避けることが出来にくく、しかも、これ
を地中埋設管として使用したとき地中における湿
性と誘電性とによる腐蝕が激しく、長年月に亘る
使用に耐え得る管とすることができない。
On the other hand, a thin metal plate such as a steel plate is formed into a belt shape, and the central part is formed into a U-shape, etc., and the open ends on both sides are formed into a cross-sectional shape that projects outward, and this is formed into a spiral shape. It is also possible to form a corrugated spiral metal tube by winding the tube into a shape, polymerizing a portion, and welding the polymerized portion, but it is also possible to form a corrugated spiral metal tube by winding the tube into a shape, polymerizing a portion, and welding the polymerized portion, but it is better to weld the polymerized portion so as to maintain watertightness over the entire circumference. This requires a great deal of technology and cost, making it expensive, and it is difficult to avoid distortion due to welding.Moreover, when this is used as an underground pipe, there are problems with moisture and dielectric properties underground. Due to severe corrosion, the pipe cannot withstand use for many years.

そこで、本考案は、前記従来の地中埋設用合成
樹脂管が有していた諸欠点を解消し、かつ、上に
例示した金属管に予測される欠点を解消し、これ
ら両管が有する利点を最大限に生かし、合成樹脂
材の使用量を少なくし、全体的重量を軽くしそれ
でいて耐圧性に秀れた全く新しい構造の地中埋設
用耐圧合成樹脂管を得ようとするものである。
Therefore, the present invention eliminates the various drawbacks of the conventional synthetic resin pipes for underground burial, eliminates the drawbacks expected from the metal pipes exemplified above, and has the advantages that both of these pipes have. The purpose of this project is to obtain a pressure-resistant synthetic resin pipe for underground burial with a completely new structure that maximizes the use of this property, reduces the amount of synthetic resin material used, reduces the overall weight, and has excellent pressure resistance.

<問題点を解決するための手段> 本考案者は、この目的を達成し得る合成樹脂管
として種々の構造の管を研究し試作した。即ち、
螺旋波形の山頂部に金属性ワイヤーを埋設したも
の、谷部に埋設したもの、山頂部に複数本並設状
に埋設したもの等を開発したが、これらのものは
何れも結果的には、所定の耐圧性を有する構造と
したとき、管全体としての重量を低減させるには
至らず、合成樹脂材料の使用量を目立つて減少さ
せることが出来ないとの結論に達した。
<Means for Solving the Problems> The inventor of the present invention researched and prototyped tubes with various structures as synthetic resin tubes capable of achieving this purpose. That is,
We have developed methods in which metal wires are buried in the top of a spiral waveform, in a valley, and in multiple lines in parallel at the top of a mountain, but all of these wires have the following results: It was concluded that when a structure with a predetermined pressure resistance is used, the weight of the pipe as a whole cannot be reduced, and the amount of synthetic resin material used cannot be significantly reduced.

その結果開発したのが本考案である。その技術
的解決手段は次の通りである。即ち、管壁を螺旋
波形状に形成した合成樹脂管であつて、管壁1を
形成する螺旋波形の山頂部2と該山頂部2に連な
る両側壁部3,4と該両側壁部3,4に続く谷部
5とに亘つて、管壁を形成する合成樹脂壁部内に
金属薄板製の帯板6を螺旋状に配設内装させたも
のとし、かつ、谷部5の少くとも一部において該
帯板6を重畳的に配設形成し、更に補強帯板6と
合成樹脂材壁との接当面を融着一体化した構造と
したものである。
The present invention was developed as a result. The technical solution is as follows. That is, it is a synthetic resin pipe with a pipe wall formed in a spiral wave shape, and includes a spiral wave-shaped peak part 2 forming the pipe wall 1, both side wall parts 3 and 4 continuous to the peak part 2, and the both side wall parts 3, A strip 6 made of a thin metal plate is spirally arranged inside the synthetic resin wall forming the pipe wall over the trough 5 following the trough 4, and at least a part of the trough 5. In this structure, the strips 6 are arranged and formed in an overlapping manner, and the abutting surfaces of the reinforcing strips 6 and the synthetic resin wall are fused and integrated.

<作用> このように構成した管を、地中に埋設するに
は、配管予定地を所要深さに掘削した溝に沿つて
配管し、掘削士をその上に覆うことによつて行な
う。配設された、管は、士圧に対して補強帯板が
合成樹脂材壁と共同して耐圧性を発揮する。
<Function> In order to bury the pipe constructed in this way underground, the pipe is laid along a trench excavated to a required depth at the planned pipe site, and the excavator is placed over the trench. The reinforcing strips work together with the synthetic resin walls to provide pressure resistance to the pipes.

<実施例> 以下本考案の実施例について図面に基いて説明
する。
<Examples> Examples of the present invention will be described below based on the drawings.

第1図乃至第4図は本考案の一実施例(以下第
1実施例という)を示す図で、第1図に示した螺
旋波形管は、管の筒状内壁8を形成する平帯状の
合成樹脂帯9を第3図に示したようにその両側縁
部分を重合させながら順次螺旋状に巻回し、その
外周面上に、第4図に示した如く断面形状を下向
開放のコの字形でその両開放端部をそれぞれ横外
方に向けて突出させた突出縁6a,6bを有する
形状としたステンレス鋼板製のパンチングメタル
製補強帯板6の全外周面上に合成樹脂層を融着一
体化した帯体Aを、第3図の如く順次螺旋状に巻
回し、前記補強帯板6の突出縁6a,6b部分に
形成されている多数の小孔7a,7bと、該突出
縁6a,6bの更に外方にまで突出させた前記合
成樹層の突出縁5a,5b部分とで、前記突出縁
6a,6bが谷部5を中央部分で重畳するように
して、該帯体Aを前記筒状内壁8の表面上に一体
的に融着した構造としたものである。この実施例
の場合には、補強帯板6はその外周面上に融着一
体化させてある前記合成樹脂層と筒状内壁8との
合成樹脂壁内に内装された構造となつている。
1 to 4 are views showing one embodiment of the present invention (hereinafter referred to as the first embodiment), and the spirally corrugated tube shown in FIG. As shown in FIG. 3, the synthetic resin band 9 is sequentially wound in a spiral shape while polymerizing both side edge portions, and a downwardly-opening cross-sectional shape is formed on the outer peripheral surface of the band 9, as shown in FIG. A synthetic resin layer is fused onto the entire outer peripheral surface of a punched metal reinforcing band plate 6 made of a stainless steel plate, which is shaped like a letter and has projecting edges 6a and 6b with both open ends projecting laterally outward. The integrated band A is sequentially wound spirally as shown in FIG. The band body A is integrally fused onto the surface of the cylindrical inner wall 8. In the case of this embodiment, the reinforcing strip 6 has a structure in which the reinforcing strip 6 is housed within the synthetic resin wall of the cylindrical inner wall 8 and the synthetic resin layer which is integrally fused onto the outer peripheral surface of the reinforcing strip 6.

該実施例において、帯体Aを補強帯板6の全外
周面上に合成樹脂層を融着一体化したものとして
説明したが、補強帯板6を筒状内壁8上に巻回し
たのちその外周面上に合成樹脂層を被覆形成した
構造としても、実質的に同様構造の管を得ること
ができることは言うまでもない。
In this embodiment, the band A was explained as having a synthetic resin layer fused and integrated on the entire outer peripheral surface of the reinforcing band plate 6, but after the reinforcing band plate 6 was wound around the cylindrical inner wall 8, It goes without saying that a tube having substantially the same structure can also be obtained by covering the outer peripheral surface with a synthetic resin layer.

第5図及び第6図に示した実施例は、前記第1
実施例における平帯状の合成樹脂帯9を予め巻回
するという構成を採らず、帯体Aに相当する帯体
Bを、補強帯板6をも含めて左方の横外方突出縁
を長く延長した構造5cとし、補強帯板6の全内
周面にも合成樹脂層を一体的に融着した構造、即
ち、補強帯板6を内外の合成樹脂層間によつてそ
のサンドイツチ状に埋設した構造としたものであ
る。而して、前記左側横外方延長突出縁部分5c
が山頂部2の管軸側の周口部を閉塞し、前記第1
実施例にいう筒状内壁8に相当する連続した筒状
内壁を構成する構造としたものである。該実施例
において、補強帯板6の内外両面の合成樹脂層
は、補強帯板6に形成されている多数の小孔7…
…を介して内外一体的に連通連結されており、帯
体Bは横最外方突出縁5a,5b部分のみなら
ず、補強帯板6の存在する相対向接当面部分にあ
つても、被覆合成樹脂同士で一体的に融着される
ので、該帯体Bは、第1実施例の場合よりもより
一層強固に一体化できる。
The embodiment shown in FIG. 5 and FIG.
Instead of adopting the configuration in which the flat band-shaped synthetic resin band 9 is wound in advance in the embodiment, the left lateral outward protruding edge of the band B, which corresponds to the band A, including the reinforcing band plate 6 is made longer. The structure is an extended structure 5c, and a synthetic resin layer is integrally fused to the entire inner peripheral surface of the reinforcing strip 6, that is, the reinforcing strip 6 is buried between the inner and outer synthetic resin layers in the form of a sandwich. It is a structure. Therefore, the left side lateral outward extending protruding edge portion 5c
closes the circumferential opening on the tube axis side of the peak portion 2, and the first
It has a structure that constitutes a continuous cylindrical inner wall corresponding to the cylindrical inner wall 8 in the embodiment. In this embodiment, the synthetic resin layers on both the inner and outer surfaces of the reinforcing strip 6 have a large number of small holes 7 formed in the reinforcing strip 6.
The inside and outside are integrally connected via..., and the band B is coated not only at the lateral outermost protruding edges 5a and 5b, but also at the opposing abutment surface where the reinforcing band plate 6 is present. Since the synthetic resins are integrally fused together, the band B can be more firmly integrated than in the first embodiment.

以上の実施例で示した螺旋波形管は、管の内面
が略直円筒状に形成されているものとして示した
が、この内壁は必ずしも直円筒状のものでなく多
少の凹凸波形を有するものとしてもよい。しか
し、このように内壁を形成したものは流体の抵抗
が少ないので、主として上水道、下水(排水)道
用として用いられる。また、螺旋波形は断面形状
を方形のものとして示したが、必ずしもこのよう
な形状のものに限定する意図ではなく、後記第7
図乃至第9図に示すよううな山形または波形の螺
旋波形としてもよいことは言うまでもない。
Although the spirally corrugated tube shown in the above embodiments is shown as having an approximately right cylindrical inner surface, it is assumed that the inner wall is not necessarily a right cylindrical shape but has a somewhat uneven corrugated shape. Good too. However, since the inner wall formed in this way has less resistance to fluid, it is mainly used for water supply and sewage (drainage) pipes. In addition, although the spiral waveform is shown as having a rectangular cross-sectional shape, it is not necessarily intended to be limited to such a shape;
Needless to say, it may be formed into a chevron-shaped or wavy spiral waveform as shown in FIGS. 9 to 9.

次に、主として電線・電話線等の保護管として
用いられる地中埋設用耐圧合成樹脂管について実
施例を説明する。
Next, an example will be described regarding a pressure-resistant synthetic resin pipe for underground burial, which is mainly used as a protection pipe for electric wires, telephone lines, etc.

第7図及び第8図に示した実施例は、第8図に
示すように、断面形状を山形波形とした補強帯板
6を第5図及び第6図に示した実施例の場合と同
様に、その内外全周面をサンドイツチ状に合成樹
脂層で被覆した帯体Cを螺旋状に巻回し、当該帯
体Cの左右の横外方突出縁部分の長さを略同長の
ものとし、その略全長を重合して融着した構造と
したものである。
The embodiment shown in FIG. 7 and FIG. 8 is the same as the embodiment shown in FIG. 5 and FIG. Then, a band C whose entire inner and outer circumferential surfaces are covered with a synthetic resin layer in a sandwich-like pattern is spirally wound, and the lengths of the left and right lateral outward protruding edges of the band C are approximately the same length. , has a structure in which approximately the entire length thereof is polymerized and fused.

従つて、該実施例の管は前記第1,2図及び第
5図の実施例における管のよううに管内面に直円
筒状の内壁は形成されていず、相隣る谷部5,5
間は波形空洞に形成されている。
Therefore, the tube of this embodiment does not have a right cylindrical inner wall formed on the inner surface of the tube unlike the tubes in the embodiments of FIGS.
The space between them is formed into a corrugated cavity.

このような構造とした管に、電線等を挿通する
ときは、谷部5の内周面のみに電線等が支承され
るので、該内周面と電線等との摩擦面積が少な
く、電線等の挿通作業が容易に出来るという利点
があるのみならず、管内に結露を生じても露水は
管の下方の山部内に溜るので、電線等(電線被覆
等)を直接浸漬することがなく、長期間良好に保
護することができる。
When inserting an electric wire, etc. into a tube having such a structure, the electric wire, etc. is supported only on the inner peripheral surface of the trough 5, so the friction area between the inner peripheral surface and the electric wire, etc. is small, and the electric wire, etc. Not only does it have the advantage of easy insertion work, but even if dew condensation occurs inside the pipe, the dew water collects in the crest at the bottom of the pipe, so there is no need to directly immerse the wires, etc. (wire sheathing, etc.). It can be well protected for a period of time.

第9図に示した実施例は、前記第7図に示した
実施例における管の谷部5の内周壁面において、
傾斜壁3,4の延長相当位置の管の内周面側位置
に突条部10a,10bを形成した構造としたも
のである。
In the embodiment shown in FIG. 9, on the inner peripheral wall surface of the valley portion 5 of the pipe in the embodiment shown in FIG. 7,
It has a structure in which protrusions 10a and 10b are formed at positions on the inner peripheral surface of the tube at positions corresponding to extensions of the inclined walls 3 and 4.

この突条部10a,10bの形成位置は、谷部
5の中央部分の内周面部分に形成してもよいこと
は言うまでもない。
It goes without saying that the protrusions 10a and 10b may be formed on the inner circumferential surface of the central portion of the trough 5.

このような突条部を形成することによつて、電
線等の管内への挿通作業を更に容易にできる管を
得ることができる。
By forming such a protrusion, it is possible to obtain a tube in which it is easier to insert an electric wire or the like into the tube.

第10図に示した実施例は、補強帯板6を形成
する板素材6aを示したもので、該板素材を帯状
の長手方向と直交する方向に波形とした素材を用
いて第4図または第7図等に示した形状若しく
は、その他所要の形状に折曲加工して本考案にい
う補強帯板6として用いた場合には、平板帯素材
の場合よりもより一層耐圧変形強度に秀れた管を
得ることができる。
The embodiment shown in FIG. 10 shows a plate material 6a forming the reinforcing strip plate 6, and the plate material is corrugated in a direction perpendicular to the longitudinal direction of the strip. When bent into the shape shown in Figure 7 or any other required shape and used as the reinforcing strip 6 referred to in the present invention, it has even better pressure deformation strength than the case of a flat strip material. You can get a tube.

なお、実施例としては、補強帯板6の材料とし
て、ステンレス薄板のパンチングメタルについて
記載したが、スチール鋼板でもよく、その他の強
度材でもよく、パンチング孔の形成されていない
平板であつてもよい。また、パンチング孔の形
状、大きさ、粗密については任意に設定できる事
項であつて特定する意図はない。
In addition, in the embodiment, a punched metal thin stainless steel plate is described as the material of the reinforcing strip 6, but it may be a steel plate, other strength materials, or a flat plate without punched holes. . Furthermore, the shape, size, and density of the punched holes are matters that can be set arbitrarily, and there is no intention to specify them.

また、管壁を形成する合成樹脂材料としては、
ポリエチレン・ポリプロピレン等のオレフイン系
合成樹脂や塩化ビニール系の合成樹脂が主として
使用されるが、その他の合成樹脂を用いてもよい
ことは言うまでもない。
In addition, the synthetic resin materials that form the pipe walls include:
Olefin-based synthetic resins such as polyethylene and polypropylene and vinyl chloride-based synthetic resins are mainly used, but it goes without saying that other synthetic resins may also be used.

以上本考案の代表的と思われる実施例について
説明したが、本考案は必ずしもこれらの実施例構
造のみに限定されるものではなく、本考案にいう
構成要件を備えかつ、本考案にいう目的を達成
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 <考案の効果> 以上実施例説明によつて詳述したとおり、ま
た、問題点を解決するための手段の項に記載した
とおり、本考案は補強材として使用する管の補強
構造を、線材等を用いるものではなく、広幅の一
連の長い帯状の金属薄板を用いて螺旋状に巻回し
てある構造のものとし、かつ、管壁の一部分のみ
に使用するのではなく、螺旋波形の谷部の少くと
も一部において重畳するよにして、螺旋波形の頂
部とこの頂部に連なる両側壁部と更にこの両側壁
に連なる谷部とに亘つて一連に連続した構造のも
のとし、合成樹脂材からなる管壁部内に内装さ
せ、補強帯板と合成樹脂材壁部との接当面を融着
一体化した構造としたので、この補強部材が相当
に薄い材質のものであつても、充分な補強効果を
発揮させることができ、そのため合成樹脂材壁を
相当に薄いものとすることができ、しかも、補強
部材として金属薄板を使用するものであるにもか
かわらず、上記重畳部において被覆合成樹脂材料
それ自体も熔接に比して遥かに低い温度で融着さ
せることができ、接着剤としての作用を果させる
ものであるのみならず、重畳部の全周に亘つて容
易かつ確実に水密性を保つ状態に全面融着させる
ことができ、管全体の重量を軽減させ、運搬取扱
い等に便利なものとし、合成樹脂材の使用量を減
少させ安価で氷年の使用に耐え得る地中埋設用管
を市場に提供できるという顕著な効果を有してい
るのである。
Although the embodiments considered to be representative of the present invention have been described above, the present invention is not necessarily limited to the structures of these embodiments. <Effects of the invention> As explained in detail in the explanation of the embodiments above, and means for solving the problems. As described in the section above, the present invention uses a structure in which the reinforcing structure of the pipe used as a reinforcing material is not one that uses wire rods, but a series of wide, long strip-shaped thin metal plates that are wound spirally. In addition, it should not be used only on a part of the pipe wall, but should be used so that it overlaps at least a part of the trough of the spiral waveform, and the top of the spiral waveform, the side walls connected to this top, and both sides of the spiral waveform. A structure in which the structure is continuous across the troughs connected to the wall, is internalized within the pipe wall made of synthetic resin material, and the abutment surfaces of the reinforcing strip and the synthetic resin wall are fused and integrated. Therefore, even if this reinforcing member is made of a considerably thin material, it can exhibit a sufficient reinforcing effect, and therefore the synthetic resin wall can be made considerably thin, and moreover, the reinforcing member Although thin metal plates are used as the adhesive, the synthetic resin material itself can be fused at a much lower temperature than welding in the overlapping area, and it functions as an adhesive. Not only is it a good product, but it can be easily and reliably fused to maintain watertightness all around the overlapped part, reducing the weight of the entire pipe and making it convenient for transportation and handling. This has the remarkable effect of reducing the amount of synthetic resin used and providing the market with underground pipes that are inexpensive and can withstand use in icy years.

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

第1図乃至第3図に示す図は、本考案を示す第
1実施例の図で、第1図は管の一部切欠正面図、
第2図は要部の縦断面図、第3図は要部の分解説
明図、第4図は補強帯板の一実施例を示す斜視
図、第5図は、第7図及び第9図はそれぞれ別の
実施例を示す要部の縦断面図、第6図及び第8図
は第5図及び第7図のそれぞれ分解説明図、第1
0図は補強帯材の素材の一実施例を示す斜視図、
第11図は従来構造を示す要部の縦断面図であ
る。 図中1は管壁、2は山頂部、3,4は側壁部、
5は谷部、6は補強帯板を示す。
1 to 3 are views of a first embodiment of the present invention, and FIG. 1 is a partially cutaway front view of a tube;
Fig. 2 is a vertical cross-sectional view of the main part, Fig. 3 is an exploded explanatory view of the main part, Fig. 4 is a perspective view showing one embodiment of the reinforcing strip, and Fig. 5 is the same as Figs. 7 and 9. 6 and 8 are exploded explanatory views of FIGS. 5 and 7, respectively.
Figure 0 is a perspective view showing an example of the material of the reinforcing band material.
FIG. 11 is a longitudinal cross-sectional view of the main part showing the conventional structure. In the figure, 1 is the tube wall, 2 is the mountain top, 3 and 4 are the side walls,
5 indicates a valley, and 6 indicates a reinforcing strip.

Claims (1)

【実用新案登録請求の範囲】 管壁を螺旋波形状に形成した地中埋設用合成
樹脂管であつて、管壁1を形成する螺旋波形の
山頂部2と該山頂部2に連なる両側壁部3,4
と該両側壁部3,4の管軸側に位置する谷部5
との全壁部に亘つて、管壁を形成する合成樹脂
材壁部内に金属薄板製の補強帯板6が螺旋状に
配設内装され、更に、谷部5の少なくとも一部
において該補強帯板6が重畳配設され、かつ、
補強帯板6と合成樹脂材壁部との接当面が融着
一体化されている構造とされた地中埋設用耐圧
合成樹脂管。 金属薄板製の補強帯板6が、多数の小孔7…
を貫設したパンチングメタルである実用新案登
録請求の範囲第項に記載の地中埋設用耐圧合
成樹脂管。 合成樹脂材料がオレフイン系又は塩化ビニー
ル系のものである実用新案登録請求の範囲第
項に記載の地中埋設用耐圧合成樹脂管。 金属薄板製の補強帯板6の内外両面の合成樹
脂が、補強帯板6に形成された多数の小孔7…
を介して一体的に固着されている実用新案登録
請求の範囲第項又は第項に記載の地中埋設
用耐圧合成樹脂管。 螺旋波形が断面方形状の波形である実用新案
登録請求の範囲第項に記載の地中埋設用耐圧
合成樹脂管。 螺旋波形が断面弧状の波形である実用新案登
録請求の範囲第項に記載の地中埋設用耐圧合
成樹脂管。
[Claims for Utility Model Registration] A synthetic resin pipe for underground burial with a pipe wall formed in a spiral wave shape, comprising a spiral wave-shaped peak portion 2 forming a pipe wall 1 and side wall portions continuous to the peak portion 2. 3,4
and a valley portion 5 located on the tube axis side of the both side wall portions 3 and 4.
A reinforcing strip 6 made of a thin metal plate is spirally disposed inside the synthetic resin wall that forms the pipe wall, and the reinforcing strip 6 is provided in at least a portion of the valley 5. The plates 6 are arranged in a superimposed manner, and
A pressure-resistant synthetic resin pipe for underground burial having a structure in which the contact surfaces of the reinforcing strip 6 and the synthetic resin wall are fused and integrated. A reinforcing band plate 6 made of a thin metal plate has a large number of small holes 7...
The pressure-resistant synthetic resin pipe for underground burial according to claim 1, which is a punched metal pipe with a hole extending through it. The pressure-resistant synthetic resin pipe for underground burial according to claim 1, wherein the synthetic resin material is olefin-based or vinyl chloride-based. The synthetic resin on both the inner and outer surfaces of the reinforcing band plate 6 made of a thin metal plate has a large number of small holes 7 formed in the reinforcing band plate 6...
A pressure-resistant synthetic resin pipe for underground burial as set forth in claim 1 or 2 of the utility model registration claim, which is integrally fixed via a. The pressure-resistant synthetic resin pipe for underground burial according to claim 1, wherein the spiral waveform is a waveform with a rectangular cross section. The pressure-resistant synthetic resin pipe for underground burial according to claim 1, wherein the spiral waveform is a waveform with an arcuate cross section.
JP1985123191U 1985-02-25 1985-08-09 Expired JPH0311510Y2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP1985123191U JPH0311510Y2 (en) 1985-08-09 1985-08-09
KR1019860001278A KR890001842B1 (en) 1985-02-25 1986-02-24 Pressure proof pipes with corrugated wall
ES1986292483U ES292483Y (en) 1985-02-25 1986-02-24 SYNTHETIC RESIN PIPE
BR8600761A BR8600761A (en) 1985-02-25 1986-02-24 UNDERGROUND PIPE OF SYNTHETIC RESIN WITH THE CAPACITY TO WITHSTAND HIGH PRESSURE
ES868600977A ES2001197A6 (en) 1985-08-09 1986-08-08 Synthetic resin underground pressure pipe - processed by helically winding and fusing inner reiforcing sections
US07/520,990 US5007462A (en) 1985-02-25 1990-05-09 Synthetic resin underground pipe having high pressure-withstanding capability

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985123191U JPH0311510Y2 (en) 1985-08-09 1985-08-09

Publications (2)

Publication Number Publication Date
JPS6230080U JPS6230080U (en) 1987-02-23
JPH0311510Y2 true JPH0311510Y2 (en) 1991-03-19

Family

ID=31014067

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985123191U Expired JPH0311510Y2 (en) 1985-02-25 1985-08-09

Country Status (1)

Country Link
JP (1) JPH0311510Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0625756Y2 (en) * 1988-12-20 1994-07-06 ユーシー産業株式会社 Pressure resistant tube and pressure resistant laminated tube
KR20090045034A (en) 2007-11-01 2009-05-07 가나플렉스 코포레이션 가부시키가이샤 Metal-resin composite pipes

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55123076A (en) * 1979-03-13 1980-09-22 Sako Takatsugu Metal bellows and its manufacture
JPS604686A (en) * 1983-06-24 1985-01-11 日立金属株式会社 Corrosion-resistant stainless pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55123076A (en) * 1979-03-13 1980-09-22 Sako Takatsugu Metal bellows and its manufacture
JPS604686A (en) * 1983-06-24 1985-01-11 日立金属株式会社 Corrosion-resistant stainless pipe

Also Published As

Publication number Publication date
JPS6230080U (en) 1987-02-23

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