JP2005091215A - Relative position detecting device of piping - Google Patents
Relative position detecting device of piping Download PDFInfo
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- JP2005091215A JP2005091215A JP2003326480A JP2003326480A JP2005091215A JP 2005091215 A JP2005091215 A JP 2005091215A JP 2003326480 A JP2003326480 A JP 2003326480A JP 2003326480 A JP2003326480 A JP 2003326480A JP 2005091215 A JP2005091215 A JP 2005091215A
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- position detection
- position detecting
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- 238000001514 detection method Methods 0.000 claims abstract description 31
- 239000007788 liquid Substances 0.000 claims abstract description 22
- 230000005484 gravity Effects 0.000 claims abstract description 9
- 238000005259 measurement Methods 0.000 claims description 2
- 239000012530 fluid Substances 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 abstract 1
- 239000010865 sewage Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- NCGICGYLBXGBGN-UHFFFAOYSA-N 3-morpholin-4-yl-1-oxa-3-azonia-2-azanidacyclopent-3-en-5-imine;hydrochloride Chemical compound Cl.[N-]1OC(=N)C=[N+]1N1CCOCC1 NCGICGYLBXGBGN-UHFFFAOYSA-N 0.000 description 1
- 239000003350 kerosene Substances 0.000 description 1
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Abstract
Description
本発明は、たとえば、地中に埋設した配管ラインにおける配管の沈下による傾斜を検出するのに適した配管の相対位置検出装置に関する。 The present invention relates to a pipe relative position detection device suitable for detecting, for example, an inclination due to pipe sinking in a pipe line buried in the ground.
造成地等に埋設される下水道や上水道の配管ラインは、配管同士を可撓管継手を介して連結することで構成されている。地震等の地盤変動による不等の変曲が発生すると、配管ラインの一部の配管に変動が生じる。このような配管ラインに発生する配管の変動量は、配管と配管の間に配置された可撓管継手の可撓性で吸収するように設計されているので、変動した配管と可撓管継手の接続部が破断したり、接続部から流体が漏洩することはない。 A sewer or water supply pipe line buried in a creation site or the like is configured by connecting pipes to each other through a flexible pipe joint. When an unequal inflection due to ground deformation such as an earthquake occurs, a change occurs in a part of the piping line. Since the fluctuation amount of the pipe generated in such a pipe line is designed to be absorbed by the flexibility of the flexible pipe joint arranged between the pipes, the fluctuating pipe and the flexible pipe joint The connecting portion is not broken and fluid does not leak from the connecting portion.
しかし、下水道や上水道の配管ラインは、配管同士を管継手を介して連結しているので、配管ラインに外圧または内圧が加えられるた場合には、配管ラインの一部の配管が予め定めた所定値以上に傾斜してしまうことがある。 However, since sewerage and waterworks piping lines are connected to each other via a pipe joint, when external pressure or internal pressure is applied to the piping line, some piping of the piping line is predetermined. It may tilt more than the value.
下水道や上水道の配管ラインは、配管ラインの変動に伴う配管の沈下量が所定範囲内であれば、配管と可撓管継手の接続部が破断したり、接続部から流体が漏洩することはないが、配管ラインにおける配管の沈下量が所定値を越えた大きい量になると、配管ラインの可撓管継手や配管が破損し、場合によっては、重大な災害の原因となる可能性がある。 If the amount of subsidence of piping due to fluctuations in the piping line is within the specified range, the connection between the piping and the flexible fitting will not break or fluid will leak from the connection. However, if the amount of subsidence of the piping in the piping line becomes a large amount exceeding a predetermined value, the flexible pipe joint and piping of the piping line may be damaged, which may cause a serious disaster in some cases.
また、下水道の配管ラインにおいては、配管ラインを流れる下水は重力の作用で流れるので、配管が下水の流れ方向に傾斜している場合には、下水は正常に流れ、滞留の問題は生じないが、配管が下水の流れ方向に逆らう方向に傾斜している場合には、配管を流れる下水に滞留が生じ、配管ラインに沿って下水が効率よく流れないことになる。 本発明は、上記した点を考慮してなされたもので、簡単な構造で、配管ラインの配管の沈下量や傾斜量を遠隔監視できる配管の相対位置検出装置を提供することを目的とする。 In addition, in the sewer piping line, the sewage flowing through the piping line flows due to the action of gravity. When the pipe is inclined in the direction opposite to the flow direction of the sewage, the sewage flowing through the pipe stays and the sewage does not flow efficiently along the pipe line. The present invention has been made in consideration of the above points, and an object of the present invention is to provide a relative position detection device for piping that can be remotely monitored with a simple structure and the amount of subsidence and inclination of piping in a piping line.
本発明の配管の相対位置検出装置は、略U形をなし配管に固定された相対位置検出部と、一対の検出部を有し地上に設置された計測装置と、相対位置検出部の両端と計測装置の各検出部とを接続する接続管と、管路内に収容された比重が異なる2種類の液体でかつ相方が溶け合わない液体の作動媒体とから構成される。 The pipe relative position detection device according to the present invention has a substantially U-shaped relative position detection unit fixed to the pipe, a pair of detection units installed on the ground, and both ends of the relative position detection unit. It is comprised from the connection pipe | tube which connects each detection part of a measuring device, and the working medium of the two types of liquid with which the specific gravity accommodated in the pipe line differs, and the other does not melt | dissolve.
本発明の配管の相対位置検出装置は、地上に設置された計測装置により作動媒体の高さの差を検出し、配管ラインの配管の傾斜量を監視することで、配管を掘り起こすことなく配管の沈下量検出することができ、配管ラインの配管接続部からの流体の漏洩を未然に防ぐことができる。 The relative position detection device for piping according to the present invention detects the difference in height of the working medium by a measuring device installed on the ground, and monitors the amount of inclination of the piping in the piping line, thereby digging the piping without digging up the piping. The amount of settlement can be detected, and leakage of fluid from the pipe connection part of the pipe line can be prevented.
以下、本発明の実施の形態を図面を参照しながら説明する。
本発明による配管の相対位置検出装置1は、図1および図2に示すように、配管ラインの配管2に固定された相対位置検出部3と、地上4に設置された計測装置5と、相対位置検出部3と計測装置5とを結ぶ管路内に収容された作動媒体6とを有する。
Embodiments of the present invention will be described below with reference to the drawings.
As shown in FIGS. 1 and 2, the relative
相対位置検出部3は、全体形状を略U形とし、両端部3a,3bを同じ方向に折り曲げた剛性チューブから形成される。相対位置検出部2は、剛性チューブに囲まれる矩形空間7を有する。相対位置検出部2は、地中に埋設された配管ラインの配管2の外面に剛性管の各脚部が配管2の軸線と平行に延びるように配置され、取付け装置8により配管2に取付けられる。
The
計測装置5は、2つの同一構成の透明シリンダ5a,5bと、これら透明シリンダ5a,5bの間に位置する目盛9とを有する。計測装置5は、地上4の作業員がアクセスしやすい位置に設置される。計測装置5の透明シリンダ5a,5bの液面の高さ、すなわち、透明シリンダ5a,5bの液面の差は、目盛9により読み取られる。
The
取付け装置8は、配管2の外面に装着されるバンド10と、バンド10に取り付けられた固定板11と、バンド10を配管2に固定する固定手段12とを有する。固定板11は、相対位置検出部3により形成される矩形空間7に配置され、相対位置検出部3を所定形状に維持する。
The
また、計測装置5の各透明シリンダ5a,5bは、可撓性チューブ13,13により相対位置検出部3の両端部3a,3bに連結される。これにより、計測装置5の一方の透明シリンダ5aと他方の透明シリンダ5bを結ぶ管路14を形成する。
The
作動媒体6は、比重が異なる2種類の液体でかつ相方が溶け合わない液体6a,6bから構成される。一例として、作動媒体6は水と灯油である。作動媒体6は、計測装置5の透明シリンダ5aと透明シリンダ5bを結ぶ管路14に液面が透明シリンダ5aと透明シリンダ5bの目盛9の範囲内に位置するように入れられる。
The working
つぎに作用を説明する。
本発明による配管の相対位置検出装置1は、配管ラインの配管2に取り付けられ、配管ラインを地中に埋設した段階では、図1に示すように、埋設した配管2は設計通りに水平面内に配置されているので、配管2に上下方向に移動する沈下現象が発生しておらず、計測装置5の透明シリンダ5a,5bの液面は同一高さ水準にある。
Next, the operation will be described.
The pipe relative
地中に埋設した配管ラインに地盤沈下が発生すると、地盤沈下が発生した場所に近い配管2は、図3に示すように、沈下量δだけ沈下する。配管2が沈下量δだけ変位すると、配管2に取り付けられた相対位置検出部3も沈下量δだけ変位する。
When ground subsidence occurs in a pipe line buried in the ground, the
位置検出部3が沈下量δだけ変位すると、管路14の作動媒体6は、液体6aと液体6bの比重の差により、比重の重い液体6aが相対位置検出部3内を同一液面を維持するように移動する。
When the
作動媒体6の比重の重い液体6aが位置検出部3内を移動すると、比重の重い液体6aの移動に伴って、計測装置5の一方の透明シリンダ5aの液面が上昇し、他方の透明シリンダ5bの液面が下降し、透明シリンダ5aの液面と透明シリンダ5bの液面との間に液面差eが発生する。この液面差eから配管2の沈下量δが検出される。
When the
計測装置5の透明シリンダ5aと透明シリンダ5bの液面差eと、配管2の距離Lにおける垂直方向の変動量δとの関係は、作動媒体6の比重の重い液体6aと比重の軽い液体6bとの比重の差によって計算される。
The relationship between the liquid level difference e between the
配管2の傾斜角度θは、θ=sin−1(σ/L)より計算される。
The inclination angle θ of the
また本発明による相対位置検出装置1を配管ラインの複数の配管にそれぞれ配置し、各相対位置検出装置の検出値を計測装置で集中管理することもできる。
Moreover, the relative
本発明による配管の相対位置検出装置は、地中に埋設した配管の沈下量や地上または地中に配置した配管の傾斜勾配量を地上に配置した計測装置で遠隔監視できる。 The pipe relative position detecting apparatus according to the present invention can remotely monitor the amount of subsidence of pipes buried in the ground and the amount of slope gradient of pipes placed on the ground or underground.
1 相対位置検出装置
2 配管
3 相対位置検出部
5 計測装置
5a 透明シリンダ
5b 透明シリンダ
6 作動媒体
8 取付け装置
13 接続管
DESCRIPTION OF
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003326480A JP3999180B2 (en) | 2003-09-18 | 2003-09-18 | Piping relative position detector |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003326480A JP3999180B2 (en) | 2003-09-18 | 2003-09-18 | Piping relative position detector |
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| Publication Number | Publication Date |
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| JP2005091215A true JP2005091215A (en) | 2005-04-07 |
| JP3999180B2 JP3999180B2 (en) | 2007-10-31 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103557826A (en) * | 2013-11-15 | 2014-02-05 | 中交天航港湾建设工程有限公司 | Monitoring method based on submarine pipeline in shallow sea reclamation area |
| KR20170115100A (en) | 2015-02-13 | 2017-10-16 | 니혼 빅토릭 가부시끼가이샤 | Behavior Investigation and Behavior Investigation Method of Flexible Flexible Tubular Joint |
| DK179344B1 (en) * | 2015-03-24 | 2018-05-14 | Kouichiro Mitsuru | Instrument for measuring draft difference between both sides of vessel |
| KR20190084974A (en) | 2016-11-18 | 2019-07-17 | 니혼 빅토릭 가부시끼가이샤 | Expansion pipe fitting with elbow |
| KR20190087541A (en) | 2016-11-30 | 2019-07-24 | 니혼 빅토릭 가부시끼가이샤 | Eccentric Free Applicable Fittings and Eccentric Free Applicable Fittings |
| KR20220082625A (en) * | 2020-12-10 | 2022-06-17 | 한국전력공사 | Apparatus for measuring position change of underground cable |
| CN114964144A (en) * | 2022-03-31 | 2022-08-30 | 中国一冶集团有限公司 | Underground pipe group disaster monitoring and early warning structure and control method |
| KR20250111020A (en) | 2024-01-12 | 2025-07-22 | 니혼 빅토릭 가부시끼가이샤 | Expansion joint device and method of assembling the expansion joint device |
-
2003
- 2003-09-18 JP JP2003326480A patent/JP3999180B2/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103557826B (en) * | 2013-11-15 | 2016-08-17 | 中交天航港湾建设工程有限公司 | A kind of monitoring method based on submarine pipeline in shallow sea reclamation area |
| CN103557826A (en) * | 2013-11-15 | 2014-02-05 | 中交天航港湾建设工程有限公司 | Monitoring method based on submarine pipeline in shallow sea reclamation area |
| KR20170115100A (en) | 2015-02-13 | 2017-10-16 | 니혼 빅토릭 가부시끼가이샤 | Behavior Investigation and Behavior Investigation Method of Flexible Flexible Tubular Joint |
| US10359267B2 (en) | 2015-02-13 | 2019-07-23 | The Victaulic Company Of Japan Limited | Behavior inspection apparatus and behavior inspection method for extensible flexible pipe joint |
| DK179344B1 (en) * | 2015-03-24 | 2018-05-14 | Kouichiro Mitsuru | Instrument for measuring draft difference between both sides of vessel |
| US11092270B2 (en) | 2016-11-18 | 2021-08-17 | The Victaulic Company Of Japan Limited | Elbow-equipped expansion joint |
| KR20190084974A (en) | 2016-11-18 | 2019-07-17 | 니혼 빅토릭 가부시끼가이샤 | Expansion pipe fitting with elbow |
| KR20190087541A (en) | 2016-11-30 | 2019-07-24 | 니혼 빅토릭 가부시끼가이샤 | Eccentric Free Applicable Fittings and Eccentric Free Applicable Fittings |
| US11149884B2 (en) | 2016-11-30 | 2021-10-19 | The Victaulic Company Of Japan Limited | Eccentric universal joint mechanism and eccentric universal joint |
| KR20220082625A (en) * | 2020-12-10 | 2022-06-17 | 한국전력공사 | Apparatus for measuring position change of underground cable |
| KR102907541B1 (en) | 2020-12-10 | 2026-01-07 | 한국전력공사 | Apparatus for measuring position change of underground cable |
| CN114964144A (en) * | 2022-03-31 | 2022-08-30 | 中国一冶集团有限公司 | Underground pipe group disaster monitoring and early warning structure and control method |
| CN114964144B (en) * | 2022-03-31 | 2023-05-16 | 中国一冶集团有限公司 | Underground pipe cluster disaster monitoring and early warning structure and control method |
| KR20250111020A (en) | 2024-01-12 | 2025-07-22 | 니혼 빅토릭 가부시끼가이샤 | Expansion joint device and method of assembling the expansion joint device |
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| Publication number | Publication date |
|---|---|
| JP3999180B2 (en) | 2007-10-31 |
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