JPH10205659A - Fluid conducting buried coated steel pipe - Google Patents

Fluid conducting buried coated steel pipe

Info

Publication number
JPH10205659A
JPH10205659A JP9010160A JP1016097A JPH10205659A JP H10205659 A JPH10205659 A JP H10205659A JP 9010160 A JP9010160 A JP 9010160A JP 1016097 A JP1016097 A JP 1016097A JP H10205659 A JPH10205659 A JP H10205659A
Authority
JP
Japan
Prior art keywords
steel pipe
coated steel
hollow
buried coated
fluid
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
Application number
JP9010160A
Other languages
Japanese (ja)
Inventor
Masahito Hirose
将人 広瀬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
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 by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP9010160A priority Critical patent/JPH10205659A/en
Publication of JPH10205659A publication Critical patent/JPH10205659A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L9/00Rigid pipes
    • F16L9/18Double-walled pipes; Multi-channel pipes or pipe assemblies
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss
    • F17D5/04Preventing, monitoring, or locating loss by means of a signalling fluid enclosed in a double wall
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F17STORING OR DISTRIBUTING GASES OR LIQUIDS
    • F17DPIPE-LINE SYSTEMS; PIPE-LINES
    • F17D5/00Protection or supervision of installations
    • F17D5/02Preventing, monitoring, or locating loss
    • F17D5/06Preventing, monitoring, or locating loss using electric or acoustic means
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/04Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
    • G01M3/16Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using electric detection means
    • G01M3/18Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using electric detection means for pipes, cables or tubes; for pipe joints or seals; for valves; for welds; for containers, e.g. radiators
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/04Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
    • G01M3/16Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using electric detection means
    • G01M3/18Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using electric detection means for pipes, cables or tubes; for pipe joints or seals; for valves; for welds; for containers, e.g. radiators
    • G01M3/182Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using electric detection means for pipes, cables or tubes; for pipe joints or seals; for valves; for welds; for containers, e.g. radiators for tubes
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L2201/00Special arrangements for pipe couplings
    • F16L2201/30Detecting leaks

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To detect a leak of fluid out of a buried coated steel pipe early and automatically. SOLUTION: A hollow layer 4 continued in the longitudinal direction is installed in a resin coating layer 3 in a fluid conducting buried coated steel pipe 10 formed with this resin coating layer 3 on the circumference of a steel pipe 1. In addition, a hollow chamber 11 communicating to this hollow layer 4 is formed in the proper spot of a connection of the buried coated steel pipe 10, and then a sensor 12 detecting a fluid leaking from the steel pipe 10 and collected in the hollow chamber 11 by way of the hollow layer 4, is installed in this hollow chamber 11.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、その内部を例えば
ガソリン等の流体が流れる埋設被覆鋼管に、この埋設被
覆鋼管から漏洩した流体を検知するセンサーを設けた流
体導通用埋設被覆鋼管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a buried coated steel pipe for fluid conduction, in which a sensor for detecting fluid leaking from the buried coated steel pipe is provided in a buried coated steel pipe through which a fluid such as gasoline flows. is there.

【0002】[0002]

【従来の技術】従来、その内部を流体が流れる埋設被覆
鋼管では、施工時のミスによる被覆鋼管のダメージ
や、内部を流れる流体の影響による管内部からの腐
食、というように、様々な要因によって鋼管の腐食が進
み、その結果、内部を流れる流体が土壌に流出すること
がある。この場合、流出した流体がガソリン等である
と、火災や土壌の汚染が進むので、早期に発見する必要
がある。
2. Description of the Related Art Conventionally, in a buried coated steel pipe through which a fluid flows inside, there are various factors such as damage to the coated steel pipe due to a mistake during construction, and corrosion from inside the pipe due to the influence of a fluid flowing inside. Corrosion of the steel pipe may progress, and as a result, the fluid flowing inside may flow out to the soil. In this case, if the escaping fluid is gasoline or the like, fire and soil contamination will progress, and it is necessary to detect the fluid early.

【0003】[0003]

【発明が解決しようとする課題】上記したように、埋設
被覆鋼管のダメージにより内部を流れる流体が漏洩した
場合、従来、この漏洩の検知は人の監視に頼っていたの
で、大量に漏洩した場合には比較的早期に発見すること
ができるが、漏洩量が微量の場合には、発見が困難であ
った。
As described above, when a fluid flowing inside leaks due to damage to a buried coated steel pipe, detection of this leak has conventionally relied on human monitoring. Can be found relatively early, but it is difficult to find when the amount of leakage is very small.

【0004】本発明は、上記した従来の問題点に鑑みて
なされたものであり、埋設被覆鋼管からの流体の漏洩を
早期に、かつ、自動的に検出できる流体導通用埋設被覆
鋼管を提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned conventional problems, and provides a buried coated steel pipe for fluid conduction which can automatically and automatically detect leakage of fluid from a buried coated steel pipe. It is intended to be.

【0005】[0005]

【課題を解決するための手段】上記した目的を達成する
ために、本発明では、鋼管の外周に樹脂被覆層を形成し
た埋設被覆鋼管の樹脂被覆層に、長手方向に連続した中
空層を設けることとしている。そして、流体導通用埋設
被覆鋼管の接続部適所に、中空層に連通する中空室を形
成し、この中空室に、埋設被覆鋼管から漏洩し中空層を
通って中空室内に溜まった流体を検知するセンサーを設
けているのである。
In order to achieve the above object, according to the present invention, a hollow layer continuous in the longitudinal direction is provided on a resin coating layer of a buried coated steel pipe having a resin coating layer formed on the outer periphery of a steel pipe. I have to do that. A hollow chamber communicating with the hollow layer is formed at an appropriate position in the connection portion of the buried coated steel pipe for fluid conduction, and a fluid leaking from the buried coated steel pipe and remaining in the hollow chamber through the hollow layer is detected in the hollow chamber. It has a sensor.

【0006】[0006]

【発明の実施の形態】本発明の流体導通用埋設被覆鋼管
は、鋼管の外周に樹脂被覆層を形成した流体導通用の埋
設被覆鋼管における前記樹脂被覆層に、長手方向に連続
した中空層を設けているのである。本発明の流体導通用
埋設被覆鋼管において、樹脂被覆層に形成する中空層の
数は特に限定はされないが、埋設被覆鋼管の円周上どの
位置が腐食した場合でも、漏洩した流体の一部が流れる
必要があるので、できるだけ多いほうがよい。少ない場
合には、鋼管の外周面と相対する面積を可能な限り多く
するように配慮する。なお、中空層の横断面形状や横断
面積は特に限定されるものではない。
BEST MODE FOR CARRYING OUT THE INVENTION A buried coated steel pipe for fluid conduction according to the present invention is characterized in that a hollow layer continuous in the longitudinal direction is formed on the resin coating layer of the buried coated steel pipe for fluid conduction having a resin coating layer formed on the outer periphery of the steel pipe. It is provided. In the fluid-coated buried coated steel pipe of the present invention, the number of hollow layers formed in the resin coating layer is not particularly limited, but even if any position on the circumference of the buried coated steel pipe is corroded, a part of the leaked fluid is It is necessary to flow as much as possible. If the number is small, care should be taken to increase the area facing the outer peripheral surface of the steel pipe as much as possible. The cross-sectional shape and the cross-sectional area of the hollow layer are not particularly limited.

【0007】そして、埋設被覆鋼管の接続部適所に、中
空層に連通する中空室を形成し、この中空室に、埋設被
覆鋼管から漏洩し中空層を通って中空室内に溜まった流
体を検知するセンサーを設けることで、前記中空層を流
れてきた流体を中空室内に溜め、センサーによって検知
する。
[0007] Then, a hollow chamber communicating with the hollow layer is formed at an appropriate position of the connection portion of the buried coated steel pipe, and a fluid leaking from the buried coated steel pipe and remaining in the hollow chamber through the hollow layer is detected in this hollow chamber. By providing a sensor, the fluid flowing through the hollow layer is stored in the hollow chamber and detected by the sensor.

【0008】[0008]

【実施例】以下、本発明の流体導通用埋設被覆鋼管を図
1〜図4に示す一実施例に基づいて説明する。図1は本
発明の流体導通用埋設被覆鋼管の一実施例を横断面して
示す図、図2は本発明の流体導通用埋設被覆鋼管の製造
方法の説明図、図3は図2の成形ダイを出口側から見た
場合の図、図4は本発明の流体導通用埋設被覆鋼管にお
けるセンサー設置部の概略説明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A buried coated steel pipe for fluid conduction according to the present invention will be described below with reference to an embodiment shown in FIGS. FIG. 1 is a cross-sectional view showing one embodiment of a buried coated steel pipe for fluid conduction according to the present invention, FIG. 2 is an explanatory view of a method of manufacturing a buried coated steel pipe for fluid conduction according to the present invention, and FIG. FIG. 4 is a schematic diagram of a sensor installation portion of the buried coated steel pipe for fluid conduction according to the present invention when the die is viewed from the outlet side.

【0009】図1において、1は鋼管であり、この鋼管
1の外周に例えば変成ポリエチレン接着剤等の接着層2
を介して例えばポリエチレン等の樹脂被覆層3を形成し
ている。そして、本発明の埋設被覆鋼管10では、前記
した樹脂被覆層3に、長手方向に連続した中空層4を例
えば円周上等角度位置に16本設けているのである。
In FIG. 1, reference numeral 1 denotes a steel pipe, and an adhesive layer 2 such as a modified polyethylene
, A resin coating layer 3 of, for example, polyethylene is formed. In the buried coated steel pipe 10 of the present invention, 16 hollow layers 4 continuous in the longitudinal direction are provided in the resin coating layer 3, for example, at equal angular positions on the circumference.

【0010】上記した本発明の埋設被覆鋼管10を製造
するに際しては、例えば図3に示すような出口に中空層
4の成形部5aを設けた丸ダイ5を使用した図2に示す
ような丸ダイ成形方法によって製造すればよい。
In manufacturing the above-described buried coated steel pipe 10 of the present invention, for example, a round die 5 as shown in FIG. 2 using a round die 5 having a molded portion 5a of a hollow layer 4 at an outlet as shown in FIG. It may be manufactured by a die forming method.

【0011】図4において、11は前記した本発明の埋
設被覆鋼管10の接続部に設けた中空室であり、この中
空室11は埋設被覆鋼管10の中空層4と連通し、鋼管
1の内面とは連通していない。従って、鋼管1が腐食等
して内部を流れる例えばガソリンが漏洩した場合には、
漏洩したガソリンの一部は中空層4を通って中空室11
に溜まることになる。本発明の埋設被覆鋼管10は、中
空室11にセンサー12を設けることにより、中空層4
を通って中空室11に溜まった漏洩したガソリンの一部
を、中空室11に臨ませたセンサー12によって検出す
るものである。
In FIG. 4, reference numeral 11 denotes a hollow chamber provided at the connection portion of the above-mentioned buried coated steel pipe 10 of the present invention, and this hollow chamber 11 communicates with the hollow layer 4 of the buried coated steel pipe 10 and the inner surface of the steel pipe 1. Not in communication with Therefore, in the case where, for example, gasoline flowing inside due to corrosion or the like of the steel pipe 1 leaks,
Part of the leaked gasoline passes through the hollow layer 4 and the hollow chamber 11
Will accumulate. The buried coated steel pipe 10 of the present invention has a hollow layer 4 by providing a sensor 12 in a hollow chamber 11.
A part of the leaked gasoline accumulated in the hollow chamber 11 through the sensor is detected by a sensor 12 facing the hollow chamber 11.

【0012】本発明の効果を確認するために、埋設被覆
鋼管10(鋼管1:外径=89.1mm、肉厚=4.2
mm、接着層2:変成ポリエチレン、樹脂被覆層3:ポ
リオレフィン樹脂、肉厚=2mm、中空層4:横断面1
mm×2mmの矩形状、円周上等角度位置に16本)の
接続部に、中空層4に連通する中空室11を設け、か
つ、この中空室11にセンサー12を設置した本発明の
埋設被覆鋼管10を用いて、水の流出現象を確認する実
験を行った。
In order to confirm the effects of the present invention, a buried coated steel pipe 10 (steel pipe 1: outer diameter = 89.1 mm, wall thickness = 4.2)
mm, adhesive layer 2: denatured polyethylene, resin coating layer 3: polyolefin resin, thickness = 2 mm, hollow layer 4: transverse section 1
A hollow part 11 communicating with the hollow layer 4 is provided at a rectangular (mm × 2 mm, 16 angularly equiangular position) connection part, and a sensor 12 is installed in the hollow part 11 according to the present invention. Using the coated steel pipe 10, an experiment for confirming the outflow phenomenon of water was performed.

【0013】実験は、本発明の埋設被覆鋼管10が腐食
したことを想定し、埋設被覆鋼管10を貫通する直径1
0mmの孔を開け、埋設被覆鋼管10の内部に水を流す
ことで行った。その結果、水は外部と、樹脂被覆層3に
設けた中空層4の両者に流れ、そのうちの中空層4を流
れた水は接続部に設けた中空室11に溜まり、センサー
12によって検出できた。以上より、鋼管が腐食し、内
部を流れる流体が漏洩した場合でも、本発明により容易
に流体の漏洩を検出できることが判明した。
The experiment assumes that the buried coated steel pipe 10 of the present invention has corroded, and has a diameter of 1 through the buried coated steel pipe 10.
This was performed by making a hole of 0 mm and flowing water inside the buried coated steel pipe 10. As a result, the water flowed to both the outside and the hollow layer 4 provided in the resin coating layer 3, and the water flowing in the hollow layer 4 was collected in the hollow chamber 11 provided in the connection portion and could be detected by the sensor 12. . From the above, it has been found that even when the steel pipe is corroded and the fluid flowing inside leaks, the leak of the fluid can be easily detected by the present invention.

【0014】[0014]

【発明の効果】以上説明したように、本発明によれば、
内部を流れる流体が漏洩した場合でも、埋設被覆鋼管の
樹脂被覆層に設けた中空層内を、漏洩した流体の一部が
流れることになって、流体の漏洩を早期に、かつ、自動
的に検出することができる。
As described above, according to the present invention,
Even if the fluid flowing inside leaks, a part of the leaked fluid will flow through the hollow layer provided in the resin coating layer of the buried coated steel pipe, and the fluid leaks quickly and automatically. Can be detected.

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

【図1】本発明の流体導通用埋設被覆鋼管の一実施例を
横断面して示す図である。
FIG. 1 is a cross-sectional view showing one embodiment of a buried coated steel pipe for fluid conduction according to the present invention.

【図2】本発明の流体導通用埋設被覆鋼管の製造方法の
説明図である。
FIG. 2 is an explanatory view of a method of manufacturing a buried coated steel pipe for fluid conduction according to the present invention.

【図3】図2の成形ダイを出口側から見た場合の図であ
る。
FIG. 3 is a view when the forming die of FIG. 2 is viewed from an outlet side.

【図4】本発明の流体導通用埋設被覆鋼管におけるセン
サー設置部の概略説明図である。
FIG. 4 is a schematic explanatory view of a sensor installation part in the buried coated steel pipe for fluid conduction of the present invention.

【符号の説明】[Explanation of symbols]

1 鋼管 3 樹脂被覆層 4 中空層 11 中空室 12 センサー DESCRIPTION OF SYMBOLS 1 Steel pipe 3 Resin coating layer 4 Hollow layer 11 Hollow chamber 12 Sensor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鋼管の外周に樹脂被覆層を形成した流体
導通用の埋設被覆鋼管において、前記樹脂被覆層に、長
手方向に連続した中空層を設け、流体導通用埋設被覆鋼
管の接続部適所に、前記中空層に連通する中空室を形成
し、この中空室に、前記埋設被覆鋼管から漏洩し中空層
を通って中空室内に溜まった流体を検知するセンサーを
設けたことを特徴とする流体導通用埋設被覆鋼管。
1. A fluid-conducting buried coated steel pipe in which a resin coating layer is formed on the outer periphery of a steel pipe, wherein a continuous hollow layer is provided in the resin coating layer in a longitudinal direction, and a connection portion of the fluid-conducting buried coated steel pipe is provided in a proper position. A hollow chamber communicating with the hollow layer is formed, and a sensor for detecting a fluid leaking from the buried coated steel pipe and remaining in the hollow chamber through the hollow layer is provided in the hollow chamber. Buried coated steel pipe for conduction.
JP9010160A 1997-01-23 1997-01-23 Fluid conducting buried coated steel pipe Pending JPH10205659A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9010160A JPH10205659A (en) 1997-01-23 1997-01-23 Fluid conducting buried coated steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9010160A JPH10205659A (en) 1997-01-23 1997-01-23 Fluid conducting buried coated steel pipe

Publications (1)

Publication Number Publication Date
JPH10205659A true JPH10205659A (en) 1998-08-04

Family

ID=11742538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9010160A Pending JPH10205659A (en) 1997-01-23 1997-01-23 Fluid conducting buried coated steel pipe

Country Status (1)

Country Link
JP (1) JPH10205659A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014162027A1 (en) * 2013-04-03 2014-10-09 Abn Pipe Systems, S.L.U. Piping for guiding fluids
FR3055686A1 (en) * 2016-09-05 2018-03-09 Airbus Operations Sas PIPING SYSTEM WITH LEAK DETECTION

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014162027A1 (en) * 2013-04-03 2014-10-09 Abn Pipe Systems, S.L.U. Piping for guiding fluids
FR3055686A1 (en) * 2016-09-05 2018-03-09 Airbus Operations Sas PIPING SYSTEM WITH LEAK DETECTION
CN107795769A (en) * 2016-09-05 2018-03-13 空中客车运营简化股份公司 Pipe-line system with leak detecting device
US10330221B2 (en) 2016-09-05 2019-06-25 Airbus Operations (S.A.S.) Piping system with leak detection
CN107795769B (en) * 2016-09-05 2019-10-18 空中客车运营简化股份公司 Pipe-line system with leak detecting device

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