JPH0349350Y2 - - Google Patents

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Publication number
JPH0349350Y2
JPH0349350Y2 JP1985123192U JP12319285U JPH0349350Y2 JP H0349350 Y2 JPH0349350 Y2 JP H0349350Y2 JP 1985123192 U JP1985123192 U JP 1985123192U JP 12319285 U JP12319285 U JP 12319285U JP H0349350 Y2 JPH0349350 Y2 JP H0349350Y2
Authority
JP
Japan
Prior art keywords
synthetic resin
pipe
pressure
underground burial
waveform
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
JP1985123192U
Other languages
Japanese (ja)
Other versions
JPS6230081U (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 JP1985123192U priority Critical patent/JPH0349350Y2/ja
Priority to BR8600761A priority patent/BR8600761A/en
Priority to ES1986292483U priority patent/ES292483Y/en
Priority to KR1019860001278A priority patent/KR890001842B1/en
Priority to ES868600977A priority patent/ES2001197A6/en
Publication of JPS6230081U publication Critical patent/JPS6230081U/ja
Priority to US07/520,990 priority patent/US5007462A/en
Application granted granted Critical
Publication of JPH0349350Y2 publication Critical patent/JPH0349350Y2/ja
Expired legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)

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 as referred to in 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、硬
直管であること、長尺のものが出来にくいこと等
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。これらの欠点を解決で
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13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、可撓性があるため曲線状配
管が可能であるなどの理由から地中への埋設作業
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-made so-called hume pipes and cast iron pipes have often been used as underground pipes of this type, but these are both heavy and rigid pipes. The workability was extremely poor because it was difficult to make long pieces, 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 these drawbacks (see Figure 13), but since this synthetic resin tube is long, the number of connections is limited. It is widely used today because it has the advantage of dramatically shortening the amount of work required to bury it underground, as it requires less pipework and is flexible, allowing for curved piping. I'm getting used to it.

〈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13図に示す如く、管壁01を肉厚のものとし
ていた。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
搬や敷設作業が容易でない許りか、この種合成樹
脂管の生命である可撓性に乏しいものとならざる
を得なかつた。
<Problem 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. 13, the tube wall 01 was made thick. However, if the pipe wall is made thick, a large amount of synthetic resin material is required for molding, and perhaps because it is not easy to transport or install, it also lacks flexibility, which is the lifeblood of this type of synthetic resin pipe. It had no choice but to become a thing.

そこで、本考案は、合成樹脂製の管でありなが
ら、従来の地中埋設用合成樹脂管が有していたこ
れらの諸欠点を解消し、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、かつ、可撓性にも秀れた地中埋設用耐圧合
成樹脂管を得ようとするものである。
Therefore, although the present invention is a synthetic resin pipe, it eliminates the various drawbacks of conventional synthetic resin pipes for underground burial, reduces the amount of synthetic resin material used, and reduces the overall weight. The purpose of the present invention is to obtain a pressure-resistant synthetic resin pipe for underground burial that is lightweight, has excellent pressure resistance, and has excellent flexibility.

〈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試験した。
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 present inventor researched, prototyped, and tested tubes with various structures as synthetic resin tubes capable of achieving this purpose.
In other words, we have developed methods in which metal wires are buried at the top of a spiral waveform, in a valley, and in which multiple metal wires are buried in parallel at the top of a mountain. reached the conclusion that when the structure has a predetermined pressure resistance, 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の一部とに亘つて、一連に連な
つた広幅で長尺の金属薄板製の帯板6を管壁を形
成する合成樹脂壁部に螺旋状に配設内装させたも
のとし、かつ、谷部5と前記両側壁部3,4の一
部とに前記の帯板6を内装しない合成樹脂材のみ
の可撓帯域を形成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 the pipe wall 1 is formed over a spiral wave-shaped peak part 2 and a part of both side wall parts 3 and 4 that are connected to the peak part 2. , a series of wide and long strips 6 made of thin metal plates are spirally arranged inside the synthetic resin wall forming the pipe wall, and the trough 5 and the side walls are It has a structure in which a flexible zone made only of a synthetic resin material without the above-mentioned strip plate 6 is formed in a part of the sections 3 and 4.

〈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、掘削土をその上に覆うことによつて行な
う。この配管時において、管は、螺旋波形の谷部
と両側壁部とに亘つて形成した合成樹脂材のみの
可撓帯域の存在によつて可撓性を有するので、掘
削溝内において容易に溝に沿わせることができ、
土圧に対しては補強帯板が合成樹脂材壁と共同し
て耐圧性を発揮する。
<Operation> In order to bury the pipe constructed in this manner underground, the pipe is laid along a trench excavated to a required depth at the planned pipe site, and the excavated soil is covered thereon. During this piping, the pipe has flexibility due to the presence of a flexible zone made of only synthetic resin material, which is formed across the trough of the spiral waveform and both side walls, so it can be easily installed in an excavated trench. can be aligned with
The reinforcing strips work together with the synthetic resin walls to provide pressure resistance against earth pressure.

〈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 with reference to 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
開放のコの字形とした広幅で長尺のステンレス鋼
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Aを、第3図
の如く順次螺旋状に巻回し、左右の両側壁3,4
の横外方に向けて突出させた合成樹脂層の突出縁
5a,5b部分を重合させ、前記筒状内壁8上一
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 diagrams 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 spirally while polymerizing both side edge portions, and on the outer circumferential surface of the band 9, a downward-opening cross-sectional shape is formed as shown in FIG. Band A, in which a synthetic resin layer is fused and integrated on the entire outer circumferential surface of a long and wide punched metal reinforcing band plate 6 made of stainless steel plate, is wound in a spiral manner as shown in Fig. 3. Left and right side walls 3, 4
The projecting edges 5a and 5b of the synthetic resin layer projecting laterally outward are overlapped and integrally fused onto the cylindrical inner wall 8. In the case of this embodiment, the reinforcing strip plate 6 has a structure in which the reinforcing strip plate 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 circumferential surface of the reinforcing strip plate 6.

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の形状をそ
の外周面上に巻回一体化する帯体Bのコの字形開
口部に対応する部分を少許管の外周方向に突出し
た厚肉部9aに形成したものとし、帯体Aに相当
する帯体Bを補強帯板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
内外の合成樹脂装置間にサンドイツチ状に埋設し
た構造としたものである。
The embodiment shown in FIG. 5 and FIG.
The shape of the flat band-shaped synthetic resin band 9 in the embodiment is wound on the outer circumferential surface of the band B to be integrated, and the portion corresponding to the U-shaped opening is attached to the thick walled portion 9a protruding toward the outer circumferential direction of the small tube. The band B corresponding to the band A has a structure in which a synthetic resin layer is integrally fused to the entire inner peripheral surface of the reinforcing band plate 6, that is, the reinforcing band plate 6 is attached to the inner and outer synthetic resin devices. The structure was buried in the shape of a sandwich trench in between.

該実施例において、筒状内壁8を形成する合成
樹脂帯9を外周方向に突出した厚肉部9aを有す
る構造として示したが、この厚肉部9aは必ずし
も必要なものではなく、第1実施例で示したよう
な形状の平帯状のものであつてもよいことは言う
までもない。
In this embodiment, the synthetic resin band 9 forming the cylindrical inner wall 8 is shown as having a thick wall portion 9a projecting toward the outer circumference, but this thick wall portion 9a is not necessarily necessary. Needless to say, it may be a flat strip shaped as shown in the example.

以上の実施例で示した螺旋波形管は、管の内壁
が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 pipe shown in the above embodiments is shown as having a cylindrical inner wall, this inner wall is not necessarily in the shape of a right cylinder and may have a somewhat uneven corrugated shape. . 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 this shape, and it may also be used as a chevron-shaped or wave-shaped spiral waveform as shown in Figures 7 to 9 below. Needless to say, it's a good thing.

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の
実施例を説明する。
Next, an example of a pressure-resistant synthetic resin pipe for buried underground, which is mainly used as a protection pipe for electric wires, telephone lines, etc., will be described.

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、断面形状を半円弧状の山形波形とし
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とし、この帯体
Cを螺旋状に巻回し、当該合成樹脂層の横外方突
出縁5a,5b部分を重合して融着した構造とし
たものである。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に
管内面に管状内壁8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。
The embodiment shown in FIGS. 7 and 8 is an embodiment in which the reinforcing strip plate 6 has a semicircular arc-shaped chevron wave cross-sectional shape as shown in FIGS. 5 and 6. As in the case of , the entire inner and outer circumferential surfaces are coated with a synthetic resin layer in a sandwich-like pattern as a band C, and this band C is wound spirally to form lateral outward protruding edges 5a and 5b of the synthetic resin layer. It has a structure in which parts are polymerized and fused. Therefore, unlike the pipes in the embodiments shown in FIGS. 1, 2, and 5, the pipe of this embodiment does not have a tubular inner wall 8 formed on the inner surface of the pipe, and the spaces between the adjacent troughs 5, 5 are corrugated. It is formed into a 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、管内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 or the like into a tube having such a structure, the electric wire or the like is supported only on the inner peripheral surface of the trough 5, so there is less friction area between the inner surface of the tube and the electric wire, etc.
Not only does it have the advantage of making it easier to insert electric wires, etc., but even if dew condensation occurs inside the pipe, the dew water will accumulate in the ridges below the pipe, so electric wires, etc. (wire sheathing, etc.)
It can be well protected for a long period of time without having to be immersed directly.

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の延長相当位置部分の管の内周面側
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 the 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。
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管の内周面内に突出形成す
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 protruding portion to protrude into the inner circumferential surface of the tube, it is possible to obtain a tube in which it is possible to more easily 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6a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、平板帯状
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 6a is made of a corrugated material in a direction perpendicular to the longitudinal direction of the strip. Alternatively, if it is 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, the pressure deformation resistance will be even greater than in the case of a flat strip material. You can get a tube that is

また、第11図に示したように板素材6bの波
形方向を長手方向に対して直交する波形ではな
く、所定角度だけ傾斜した波形としておくと、螺
旋状に巻回したとき、第12図に略示したように
管の長手方向と平行した波形をもつ補強帯板とし
て用いることができる。
Moreover, if the waveform direction of the plate material 6b is not a waveform perpendicular to the longitudinal direction as shown in FIG. 11 but a waveform inclined at a predetermined angle, when it is spirally wound, the waveform shown in FIG. As shown schematically, it can be used as a reinforcing strip with corrugations parallel to the longitudinal direction of the 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. It can be implemented with appropriate modification within the scope of achieving the following effects.

〈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、広幅で長
尺の金属薄板とし、かつ、管壁の一部分のみに使
用するのではなく、螺旋波形の山頂部全域とこの
山頂部に連なる両側壁部の一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、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な管を
市場に提供できるという効果を有しているのみな
らず、管壁の谷部と両側壁部の一部とを補強帯板
の存在しない可撓帯域に形成してあるので、可撓
性にも秀れた管を得ることができるに至つたので
ある。
<Effects of the invention> As described above in detail in the description of the embodiments and as described in the section of means for solving the problems, the present invention provides a reinforcing structure for pipes used as reinforcing materials using wire rods, etc. Instead of using a pipe, it is a wide and long thin metal plate, and it is not used only on a part of the pipe wall, but over the entire top of the spiral waveform and a part of both side walls that connect to the top of the pipe. Since the reinforcing member has a continuous structure and is internalized within the pipe wall made of synthetic resin, it can exert a sufficient reinforcing effect even if the reinforcing member is made of a considerably thin material. As a result, the synthetic resin wall can be made considerably thinner, reducing the overall weight of the pipe and making it easier to transport and handle, reducing the amount of synthetic resin used and bringing cheaper pipes to the market. Not only does it have the effect of being able to provide a flexible structure, but it also has excellent flexibility because the valley of the tube wall and part of both side walls are formed into flexible zones where no reinforcing strips are present. As a result, we were able to obtain a tube that was completely removed.

【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、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10
図は補強帯素材の一実施例を示す斜視図、第11
図は別の補強帯素材の実施例を示す斜視図、第1
2図は管の部分外観正面図、第13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 longitudinal 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 plate, Fig. 5, Fig. 7, and Fig. 9 are 6 and 8 are exploded explanatory views of FIGS. 5 and 7, respectively, and FIGS.
The figure is a perspective view showing one embodiment of the reinforcing band material, No. 11.
The figure is a perspective view showing another embodiment of the reinforcing band material.
FIG. 2 is a partial external front view of the tube, and FIG. 13 is a vertical 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 troughs and 6 indicate reinforcing strips.

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
の一部とに亘つて、一連に連なつた広幅で長尺
の金属薄板製の補強帯板6が管壁を形成する合
成樹脂材壁部に螺旋状に配設内装され、かつ、
谷部5と前記両側壁部3,4の一部とが補強帯
板6の存在しない合成樹脂材のみの可撓帯域に
形成されている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
A series of wide and long reinforcing strips 6 made of thin metal sheets are arranged in a spiral manner on the synthetic resin wall forming the pipe wall, and
A pressure-resistant synthetic resin pipe for underground burial, in which the valley portion 5 and a portion of the side wall portions 3 and 4 are formed in a flexible zone made only of synthetic resin material without the presence of a reinforcing strip plate 6. 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 of the utility model registration claim, which is a punched metal with... 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... 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.
JP1985123192U 1985-02-25 1985-08-09 Expired JPH0349350Y2 (en)

Priority Applications (6)

Application Number Priority Date Filing Date Title
JP1985123192U JPH0349350Y2 (en) 1985-08-09 1985-08-09
BR8600761A BR8600761A (en) 1985-02-25 1986-02-24 UNDERGROUND PIPE OF SYNTHETIC RESIN WITH THE CAPACITY TO WITHSTAND HIGH PRESSURE
ES1986292483U ES292483Y (en) 1985-02-25 1986-02-24 SYNTHETIC RESIN PIPE
KR1019860001278A KR890001842B1 (en) 1985-02-25 1986-02-24 Pressure proof pipes with corrugated wall
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
JP1985123192U JPH0349350Y2 (en) 1985-08-09 1985-08-09

Publications (2)

Publication Number Publication Date
JPS6230081U JPS6230081U (en) 1987-02-23
JPH0349350Y2 true JPH0349350Y2 (en) 1991-10-22

Family

ID=31014069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985123192U Expired JPH0349350Y2 (en) 1985-02-25 1985-08-09

Country Status (1)

Country Link
JP (1) JPH0349350Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009005490A (en) * 2007-06-21 2009-01-08 Kanaflex Corporation Cable protector

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5545980U (en) * 1978-09-22 1980-03-26
JPS5844583B2 (en) * 1979-04-09 1983-10-04 ユニオン、カ−バイド、コ−ポレ−シヨン Method and device for folding sheet materials

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844583U (en) * 1981-09-18 1983-03-25 金尾 史朗 Synthetic resin corrugated double pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5545980U (en) * 1978-09-22 1980-03-26
JPS5844583B2 (en) * 1979-04-09 1983-10-04 ユニオン、カ−バイド、コ−ポレ−シヨン Method and device for folding sheet materials

Also Published As

Publication number Publication date
JPS6230081U (en) 1987-02-23

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