JPS6230082U - - Google Patents
Info
- Publication number
- JPS6230082U JPS6230082U JP1985123193U JP12319385U JPS6230082U JP S6230082 U JPS6230082 U JP S6230082U JP 1985123193 U JP1985123193 U JP 1985123193U JP 12319385 U JP12319385 U JP 12319385U JP S6230082 U JPS6230082 U JP S6230082U
- Authority
- JP
- Japan
- Prior art keywords
- synthetic resin
- pressure
- pipe
- resistant synthetic
- underground
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 229920003002 synthetic resin Polymers 0.000 claims 13
- 239000000057 synthetic resin Substances 0.000 claims 13
- 238000009933 burial Methods 0.000 claims 9
- 239000002184 metal Substances 0.000 claims 4
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 claims 1
- 150000001336 alkenes Chemical class 0.000 claims 1
- JRZJOMJEPLMPRA-UHFFFAOYSA-N olefin Natural products CCCCCCCC=C JRZJOMJEPLMPRA-UHFFFAOYSA-N 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
Description
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
は更に別の実施例を示す分解説明図、第１１図は
補強帯材の素材の一実施例を示す斜視図、第１２
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、５１は内周部分を示す
。
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 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 FIG. 10 is an exploded explanatory view of still another embodiment, Fig. 11 is a perspective view showing an example of the material of the reinforcing band material;
The figure is a longitudinal cross-sectional view of the main parts of a conventional structure. In the figure, 1 is the pipe wall, 2 is the mountain top, 3 and 4 are the side walls,
5 is a trough, 6 is a reinforcing strip, and 51 is an inner peripheral portion.
Claims (1)
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に連なる管軸側で山頂部２の下方
に位置する内周部分５１とに亘つて、管壁１を形
成する合成樹脂材壁部に金属薄板製の補強帯板６
が配設内装され、かつ、谷部５が補強帯板６の存
在しない合成樹脂材のみの帯域に形成されている
地中埋設用耐圧合成樹脂管。 補強帯板６が、山頂部２の下方に位置する内
周部分５１の全域に亘つて配設内装されている実
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。 補強帯板６が、山頂部２の下方に位置する内
周部分５１の一部に配設内装されている実用新案
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 and 4 and an inner peripheral portion 51 located below the peak portion 2 on the tube axis side connected to the both side walls 3 and 4, a synthetic resin wall portion that forms the tube wall 1 is made of a thin metal plate. Reinforcement strip 6
A pressure-resistant synthetic resin pipe for underground burial, in which a reinforcing band plate 6 is not provided and a valley portion 5 is formed in a zone made of only synthetic resin material. The pressure-resistant synthetic resin pipe for burial underground according to claim 1, wherein the reinforcing strip plate 6 is installed throughout the inner peripheral portion 51 located below the mountain top portion 2. The pressure-resistant synthetic resin pipe for burial underground according to claim 1, wherein the reinforcing strip plate 6 is disposed internally in a part of the inner peripheral portion 51 located below the mountain top portion 2. 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 strip plate 6 made of a thin metal plate is integrally fixed through a large number of small holes 7 formed in the reinforcing strip plate 6. Pressure-resistant synthetic resin pipes for underground burial as described in . 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.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1985123193U JPH0419275Y2 (en) | 1985-08-09 | 1985-08-09 | |
| 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 |
| 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 |
|---|---|---|---|
| JP1985123193U JPH0419275Y2 (en) | 1985-08-09 | 1985-08-09 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6230082U true JPS6230082U (en) | 1987-02-23 |
| JPH0419275Y2 JPH0419275Y2 (en) | 1992-04-30 |
Family
ID=31014071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1985123193U Expired JPH0419275Y2 (en) | 1985-02-25 | 1985-08-09 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0419275Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016061434A (en) * | 2014-09-22 | 2016-04-25 | タイガースポリマー株式会社 | Synthetic resin hose |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61141889U (en) * | 1985-02-25 | 1986-09-02 |
-
1985
- 1985-08-09 JP JP1985123193U patent/JPH0419275Y2/ja not_active Expired
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61141889U (en) * | 1985-02-25 | 1986-09-02 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016061434A (en) * | 2014-09-22 | 2016-04-25 | タイガースポリマー株式会社 | Synthetic resin hose |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0419275Y2 (en) | 1992-04-30 |
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