JP2003049972A - Stacked pipe - Google Patents
Stacked pipeInfo
- Publication number
- JP2003049972A JP2003049972A JP2001234803A JP2001234803A JP2003049972A JP 2003049972 A JP2003049972 A JP 2003049972A JP 2001234803 A JP2001234803 A JP 2001234803A JP 2001234803 A JP2001234803 A JP 2001234803A JP 2003049972 A JP2003049972 A JP 2003049972A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- sheet
- laminated
- conduit
- tubular body
- 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
Links
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
- Laminated Bodies (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、高圧のガス導管や
水道管などに好適な積層管路に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a laminated pipeline suitable for high pressure gas conduits, water pipes and the like.
【0002】[0002]
【従来の技術】従来、例えば下水管、排水管、電線・電
話線用保護管などのように主として地中に敷設して使用
され、かつ高い耐圧性が要求される管体として、特開平
5−220876号公報に開示されているような、螺旋
波形状に形成した樹脂管の内面に沿って、該管の凸また
は凹部とほぼ相似する断面略U字状の金属薄板製補強帯
板を螺旋状に巻回配設した耐圧合成樹脂管が知られてい
る。2. Description of the Related Art Conventionally, as a pipe body which is mainly laid and used in the ground and is required to have high pressure resistance, such as a sewer pipe, a drain pipe, a protective pipe for electric wires / telephone lines, etc. A reinforcing strip made of a thin metal plate having a substantially U-shaped cross section, which is substantially similar to the convex or concave portion of the resin pipe, is spirally wound along the inner surface of the resin pipe formed in the spiral wave shape as disclosed in Japanese Patent Laid-Open No. 220870/1990. A pressure-resistant synthetic resin tube wound in a circular shape is known.
【0003】また、冷熱繰り返しの流水環境下で長期間
使用しても層間剥離が起こらない耐久性に優れた管体と
して、特開平5−84802号公報に開示されているよ
うな、金属管の内面に合成樹脂層が積層された合成樹脂
被覆金属管が知られている。Further, as a tubular body excellent in durability in which delamination does not occur even when it is used for a long period of time in a flowing water environment of repeated cold and heat, a metal tube such as that disclosed in JP-A-5-84802 is used. A synthetic resin-coated metal tube having a synthetic resin layer laminated on the inner surface is known.
【0004】耐圧強度や耐久性を要求される管路は、目
的や用途に応じて上述のような管体を接合して形成され
ている。A pipe line which is required to have pressure resistance and durability is formed by joining the above-mentioned pipe bodies according to the purpose and use.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、上記の
螺旋波形状の耐圧合成樹脂管では、管体の外径と内径が
大きく異なるため、流体の移送条件等により決定される
内径に対して外径が必要以上に大きくなる分、埋設施工
時の土砂掘削量が増大したり、管体の輸送や保管に不便
がある等のデメリットがある。However, in the above-mentioned spiral wave-shaped pressure-resistant synthetic resin pipe, since the outer diameter and the inner diameter of the tubular body are greatly different, the outer diameter is different from the inner diameter determined by the fluid transfer conditions and the like. However, there is a demerit that the amount of earth and sand excavated at the time of burial increases and that the transportation and storage of the pipes are inconvenient.
【0006】また、上記の合成樹脂被覆金属管では、管
路内面側の部材として合成樹脂層を用いて内部流体の外
部への漏洩を防ぎ、管路外面側の部材として金属管を用
いて内部流体圧力および外力に耐えるようにしている
が、この場合、高圧流体への適用に当たっては金属管の
肉厚を厚くする必要があり、そのため管体自体が重くな
って施工性等を損うことになる。また、管体の接続に際
しては、管壁が2層以上で構成されているため、各層ご
とに接続処理を施す必要があり、作業が煩雑である。Further, in the above-mentioned synthetic resin-coated metal pipe, a synthetic resin layer is used as a member on the inner surface side of the conduit to prevent internal fluid from leaking to the outside, and a metal pipe is used as a member on the outer surface side of the conduit. Although it is designed to withstand the fluid pressure and external force, in this case, it is necessary to increase the wall thickness of the metal pipe when applying it to high-pressure fluid, which causes the pipe itself to be heavy and impair the workability. Become. Further, when the pipes are connected, since the pipe wall is composed of two or more layers, it is necessary to perform a connection process for each layer, and the work is complicated.
【0007】本発明は、上述のような問題点に鑑みてな
されたものであり、ガス導管や水道管などに適用した場
合に高い耐圧性により内部流体の漏洩を防ぐことができ
るとともに、管体の肉厚を小さくでき、しかも施工性も
良好な管路構造の提供を目的とする。The present invention has been made in view of the above-mentioned problems, and when applied to a gas conduit, a water pipe or the like, it is possible to prevent leakage of an internal fluid due to high pressure resistance, and at the same time, a pipe body The purpose of the present invention is to provide a pipeline structure in which the wall thickness can be reduced and the workability is good.
【0008】[0008]
【課題を解決するための手段】このような目的を達成す
るため、本発明は次のような構成を有する。
(1)金属製または樹脂製の管体と、引張強度が343
0N/mm2以上、引張弾性率が210000N/mm2
以上のシートを前記管体の外周に巻き付けることにより
前記管体の外面側に形成される耐圧被覆層とを有するこ
とを特徴とする積層管路。
(2)シートが炭素繊維シートからなることを特徴とす
る前項(1)に記載の積層管路。
(3)シートを、接着剤を介して管体の外周に巻き付け
てなることを特徴とする前項(1)または(2)に記載
の積層管路。In order to achieve such an object, the present invention has the following constitution. (1) Metal or resin tube and tensile strength of 343
0 N / mm 2 or more, tensile elastic modulus 210000 N / mm 2
A laminated pipeline having a pressure resistant coating layer formed on the outer surface side of the tubular body by winding the above sheet around the outer periphery of the tubular body. (2) The laminated conduit according to item (1), wherein the sheet is a carbon fiber sheet. (3) The laminated pipeline according to item (1) or (2), wherein the sheet is wound around the outer circumference of the tubular body with an adhesive.
【0009】[0009]
【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.
【0010】図1は、本発明の一実施形態を示す説明図
である。FIG. 1 is an explanatory view showing an embodiment of the present invention.
【0011】図1に示すように、本発明による積層管路
では、管路内面側の部材1として鋼管等の金属製の管
体、またはポリエチレン管等の樹脂製の管体を用いて、
内部流体の外部への漏洩を防止し、管路外面側の部材3
として引張強度が3430N/mm2以上、引張弾性率
が210000N/mm2以上の炭素繊維シート等のシ
ートを用いて、このシートを前記管体の外周に巻き付け
ることにより前記管体の外面側に形成される耐圧被覆層
によって内部流体圧力および外力に対して十分な強度を
有するように構成している。このように、漏洩防止機能
と構造体としての強度性能とを、管路の内面側と外面側
とでそれぞれ適切な部材を用いて分担させることによ
り、管厚を従来に比べて薄くした管路を構築できる。As shown in FIG. 1, in the laminated pipe according to the present invention, a metal pipe such as a steel pipe or a resin pipe such as a polyethylene pipe is used as the member 1 on the inner surface of the pipe.
A member 3 on the outer surface side of the conduit for preventing the internal fluid from leaking to the outside.
A sheet such as a carbon fiber sheet having a tensile strength of 3430 N / mm 2 or more and a tensile elastic modulus of 210000 N / mm 2 or more is used as the outer periphery of the tubular body by winding the sheet around the outer periphery of the tubular body. The pressure resistant coating layer has sufficient strength against internal fluid pressure and external force. In this way, the leakage prevention function and the strength performance as a structure are shared by using appropriate members on the inner surface side and the outer surface side of the conduit, respectively, so that the conduit is thinner than the conventional conduit. Can be built.
【0012】次に、本発明による積層管路の施工手順の
一実施形態を説明する。Next, one embodiment of the procedure for constructing the laminated pipeline according to the present invention will be described.
【0013】図2に示すように、内部流体の漏洩を防止
でき、施工性も確保できる最小限の肉厚を有する金属製
または樹脂製の管体として、例えば薄肉鋼管同士を突き
合わせて溶接接合する。この場合、管厚が薄い分、鋼管
同士の接合時間が短くて済む。この溶接の後、不要なビ
ードの削除などの下地処理を施し、鋼管の外面全体にエ
ポキシ樹脂プライマーを塗布して不陸修正を行う。As shown in FIG. 2, as a metal or resin pipe having a minimum wall thickness capable of preventing leakage of an internal fluid and ensuring workability, for example, thin steel pipes are butted and welded to each other. . In this case, the thinner the pipe thickness, the shorter the joining time between the steel pipes. After this welding, a base treatment such as the removal of unnecessary beads is applied, and an epoxy resin primer is applied to the entire outer surface of the steel pipe to correct the unevenness.
【0014】このようにして、少なくとも2本以上の鋼
管を接続した後、引張強度・引張弾性率に優れた炭素繊
維シート等のシートを、接続した管路の外面に少なくと
も1層以上巻き付けていき、積層管路を構築する。上述
のような引張強度・引張弾性率に優れた炭素繊維シート
としては、例えば東レ(株)製のトレカクロス(引張強
度が3430N/mm2、引張弾性率が230000N
/mm2)が挙げられる。鉄と同程度の弾性率を有し、
鉄の10倍程度の強度を有するこのような素材を管路外
面側の部材として用いることにより、同口径・同圧力の
従来の管路に比べて管厚を1/10程度に薄くすること
が可能となる。例えば、10MPaの高圧ガスを流す外
径1200A鋼管の必要管厚が約30mmの場合、引張
強度・引張弾性率に優れた炭素繊維シートで同口径の同
圧力に耐えるのに必要な層厚は約3mmとなる。管路内
面側の漏洩防止部材である薄肉鋼管の必要管厚を1mm
とすると、本積層管路の管厚は約4mmとなり、従来の
約30mmの管厚に比べて1/10程度の薄さとなる。After connecting at least two steel pipes in this manner, a sheet such as a carbon fiber sheet having excellent tensile strength and tensile modulus is wound around at least one layer on the outer surface of the connected pipe. , Build a laminated conduit. Examples of the carbon fiber sheet having excellent tensile strength and tensile elastic modulus as described above include, for example, Torayca cloth (tensile strength of 3430 N / mm 2 , tensile elastic modulus of 230,000 N).
/ Mm 2 ). It has the same elastic modulus as iron,
By using such a material having a strength of about 10 times that of iron as a member on the outer surface side of the pipe, the pipe thickness can be reduced to about 1/10 as compared with the conventional pipe having the same diameter and the same pressure. It will be possible. For example, when the required pipe thickness of an outer diameter 1200A steel pipe through which a high-pressure gas of 10 MPa flows is about 30 mm, the layer thickness required to withstand the same pressure of the same diameter with a carbon fiber sheet having excellent tensile strength and tensile elastic modulus is about It will be 3 mm. The required pipe thickness of the thin-walled steel pipe that is the leakage prevention member on the inner surface of the pipe is 1 mm
Then, the pipe thickness of the laminated pipe is about 4 mm, which is about 1/10 of the conventional pipe thickness of about 30 mm.
【0015】なお、下地処理工およびプライマー工を施
した、薄肉鋼管等からなる管路の外面に、炭素繊維シー
ト等のシートを巻き付けて定着させるためには、含浸接
着エポキシ樹脂等を接着剤として用いるのが好ましい
が、さらにバンドによる固定を併用してもよい。In order to wrap and fix a sheet such as a carbon fiber sheet on the outer surface of a conduit made of thin-walled steel pipe, which has been subjected to a base treatment and a primer treatment, an impregnated adhesive epoxy resin or the like is used as an adhesive. Although it is preferable to use it, fixing with a band may be used together.
【0016】また、本発明による積層管路の内面側部材
として、薄肉鋼管ではなく薄肉ポリエチレン管等を用い
ることにより、耐腐食性に優れた管路の構築が可能とな
る。Also, by using a thin-walled polyethylene pipe or the like instead of a thin-walled steel pipe as the inner surface side member of the laminated pipeline according to the present invention, it is possible to construct a pipeline excellent in corrosion resistance.
【0017】さらに、本発明による積層管路の施工手順
の他の実施形態として、図3に示すように、予め各管体
ごとに両端部だけを除いて外周にシートを巻き付けて固
着させたものを工場等において作製しておき、現地にお
いて各管体同士を接合した後、接合部の表面処理を前述
の実施形態と同様に行い、その部分に既設のシートとオ
ーバーラップするようにシートを巻き付け固着させるこ
とにより、管路全体がシートで被覆されるようにするこ
ともできる。Further, as another embodiment of the procedure for constructing the laminated pipeline according to the present invention, as shown in FIG. 3, a sheet is preliminarily wrapped around the outer periphery of each tubular body except for both ends and fixed. Was prepared in a factory, etc., and after joining the pipes on site, the surface treatment of the joint part was performed in the same way as in the above-mentioned embodiment, and the sheet was wrapped around that part so as to overlap with the existing sheet. By fixing, it is possible to cover the entire conduit with the sheet.
【0018】[0018]
【発明の効果】以上に述べた本発明によれば、管路内面
側の部材により内部流体の漏洩を防止でき、管路外面側
の部材により内部流体圧力や外力に対して十分な強度を
有することが可能となる。また、漏洩防止機能と強度性
能とを管路の内面側と外面側とでそれぞれ適切な部材に
分担させることにより、従来に比べて管厚を薄くした管
路を構築できる。According to the present invention described above, the internal fluid leakage can be prevented by the member on the inner surface of the pipeline, and the member on the outer surface of the pipeline has sufficient strength against internal fluid pressure and external force. It becomes possible. In addition, the leak prevention function and the strength performance are shared by appropriate members on the inner surface side and the outer surface side of the conduit, respectively, so that the conduit can be constructed with a thinner pipe thickness as compared with the conventional one.
【0019】本発明による積層管路では、従来の管路に
比べて管厚を1/10程度まで小さくできるので、管路
の内外径の差による断面欠損が大幅に小さくなる。即
ち、従来に比べて小さい外径の管路で必要量の流体を通
すことが可能となる。したがって、埋設施工に際しては
掘削土砂量が減少する等、施工性が向上し、コストダウ
ンが実現できる。In the laminated conduit according to the present invention, the thickness of the conduit can be reduced to about 1/10 of that of the conventional conduit, so that the cross-section loss due to the difference in the inner and outer diameters of the conduit is significantly reduced. That is, it becomes possible to pass a required amount of fluid through a pipe having an outer diameter smaller than that of the conventional one. Therefore, in the case of burial construction, the amount of excavated soil is reduced and the workability is improved, and the cost can be reduced.
【0020】また、上述のことから明らかなように、既
存管路の更新工事においては、既存管路を解体すること
なく、その内部の空間にそのまま本発明による積層管路
を引込むことも可能である。Further, as apparent from the above, in the renewal work of the existing pipeline, it is possible to directly draw the laminated pipeline according to the present invention into the space inside the existing pipeline without disassembling the existing pipeline. is there.
【図1】本発明の一実施形態を示す説明図FIG. 1 is an explanatory diagram showing an embodiment of the present invention.
【図2】本発明による施工手順の一実施形態を示す説明
図FIG. 2 is an explanatory diagram showing an embodiment of a construction procedure according to the present invention.
【図3】本発明による施工手順の他の実施形態を示す説
明図FIG. 3 is an explanatory view showing another embodiment of the construction procedure according to the present invention.
1 管路内面側の部材 3 管路外面側の部材 1 Inside surface of pipe 3 Pipe outer surface side member
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) F16L 9/12 F16L 9/12 9/14 9/14 9/16 9/16 Fターム(参考) 3H111 AA01 BA01 BA15 BA28 BA34 CA03 CA52 CA53 CB08 CB10 CB14 CB23 CC03 CC04 CC07 CC13 CC18 CC19 DA07 DB02 DB11 DB12 EA15 EA17 4F100 AA36B AB01A AB03 AK01A BA02 BA07 DD31 DG01B EH51B GB90 JK02B JK07B JL05 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) F16L 9/12 F16L 9/12 9/14 9/14 9/16 9/16 F term (reference) 3H111 AA01 BA01 BA15 BA28 BA34 CA03 CA52 CA53 CB08 CB10 CB14 CB23 CC03 CC04 CC07 CC13 CC18 CC19 DA07 DB02 DB11 DB12 EA15 EA17 4F100 AA36B AB01A AB03 AK01A BA02 BA07 DD31 DG01B EH51B GB90 JK02B JK07B JL05
Claims (3)
が3430N/mm 2以上、引張弾性率が210000
N/mm2以上のシートを前記管体の外周に巻き付ける
ことにより前記管体の外面側に形成される耐圧被覆層と
を有することを特徴とする積層管路。1. A metal or resin tubular body and tensile strength
Is 3430 N / mm 2Above, the tensile elastic modulus is 210000
N / mm2Wrap the above sheet around the outside of the tube
And a pressure resistant coating layer formed on the outer surface side of the tubular body
A laminated conduit characterized by having.
特徴とする請求項1に記載の積層管路。2. The laminated conduit according to claim 1, wherein the sheet is a carbon fiber sheet.
巻き付けてなることを特徴とする請求項1または2に記
載の積層管路。3. The laminated pipeline according to claim 1 or 2, wherein the sheet is wound around the outer circumference of the tubular body with an adhesive.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001234803A JP2003049972A (en) | 2001-08-02 | 2001-08-02 | Stacked pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001234803A JP2003049972A (en) | 2001-08-02 | 2001-08-02 | Stacked pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003049972A true JP2003049972A (en) | 2003-02-21 |
Family
ID=19066349
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001234803A Pending JP2003049972A (en) | 2001-08-02 | 2001-08-02 | Stacked pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2003049972A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012184846A (en) * | 2011-03-04 | 2012-09-27 | Pipestream Bv | On-site manufacturing of composite pipeline |
JP2022154030A (en) * | 2021-03-30 | 2022-10-13 | タキロンシーアイシビル株式会社 | Liquid transport pipe and manufacturing method for liquid transport pipe |
-
2001
- 2001-08-02 JP JP2001234803A patent/JP2003049972A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012184846A (en) * | 2011-03-04 | 2012-09-27 | Pipestream Bv | On-site manufacturing of composite pipeline |
JP2022154030A (en) * | 2021-03-30 | 2022-10-13 | タキロンシーアイシビル株式会社 | Liquid transport pipe and manufacturing method for liquid transport pipe |
JP7455776B2 (en) | 2021-03-30 | 2024-03-26 | タキロンシーアイシビル株式会社 | Liquid transport pipe and method for manufacturing liquid transport pipe |
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