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JP2005091215A - Relative position detecting device of piping - Google Patents

Relative position detecting device of piping Download PDF

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Publication number
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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relative position
pipe
piping
position detection
position detecting
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JP3999180B2 (en
Inventor
Shintaro Ikeda
田 信太郎 池
Yukinori Morikawa
川 幸 典 森
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Victaulic Company of Japan Ltd
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Victaulic Company of Japan Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent fracture of piping connection sections and leakage of fluid from connected parts by detecting an inclination degree of piping, without digging up buried piping. <P>SOLUTION: The relative position detecting device of piping is composed of a relative position detecting part 3 fixed to piping having nearly a U shape, a metering device 5 with a pair of detection parts 5a, 5b installed on the ground, a connection pipe 13 for connecting both ends 3a, 3b of the relative position detecting part 3 and the respective detection parts 5a, 5b of the metering device 5, and a working medium 6, comprising two kinds of liquids which are accommodated in piping, possessing different specific gravities respectively and which do not blend with each other. <P>COPYRIGHT: (C)2005,JPO&NCIPI

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 position detection device 1 for piping according to the present invention includes a relative position detection unit 3 fixed to the piping 2 of the piping line, a measuring device 5 installed on the ground 4, It has a working medium 6 accommodated in a pipe line connecting the position detector 3 and the measuring device 5.

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 relative position detector 3 is formed of a rigid tube having a substantially U shape as a whole and bent at both ends 3a and 3b in the same direction. The relative position detector 2 has a rectangular space 7 surrounded by a rigid tube. The relative position detector 2 is disposed on the outer surface of the pipe 2 of the pipe line buried in the ground so that each leg portion of the rigid pipe extends in parallel with the axis of the pipe 2 and is attached to the pipe 2 by the mounting device 8. .

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 measuring device 5 includes two transparent cylinders 5a and 5b having the same configuration and a scale 9 positioned between the transparent cylinders 5a and 5b. The measuring device 5 is installed at a position where workers on the ground 4 can easily access. The height of the liquid level of the transparent cylinders 5a and 5b of the measuring device 5, that is, the difference between the liquid levels of the transparent cylinders 5a and 5b is read by the scale 9.

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 attachment device 8 includes a band 10 attached to the outer surface of the pipe 2, a fixing plate 11 attached to the band 10, and a fixing means 12 that fixes the band 10 to the pipe 2. The fixed plate 11 is disposed in the rectangular space 7 formed by the relative position detector 3, and maintains the relative position detector 3 in a predetermined shape.

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 transparent cylinders 5 a and 5 b of the measuring device 5 are connected to both end portions 3 a and 3 b of the relative position detection unit 3 by flexible tubes 13 and 13. Thereby, the pipe line 14 which connects one transparent cylinder 5a and the other transparent cylinder 5b of the measuring device 5 is formed.

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 medium 6 is composed of two types of liquids 6a and 6b, which are two kinds of liquids having different specific gravities and in which the two are not compatible. As an example, the working medium 6 is water and kerosene. The working medium 6 is placed in a conduit 14 connecting the transparent cylinder 5a and the transparent cylinder 5b of the measuring device 5 so that the liquid level is within the range of the scale 9 of the transparent cylinder 5a and the transparent cylinder 5b.

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 position detecting device 1 according to the present invention is attached to a pipe 2 of a pipe line, and at the stage where the pipe line is buried in the ground, as shown in FIG. Since they are arranged, there is no sinking phenomenon that moves in the vertical direction in the pipe 2, and the liquid levels of the transparent cylinders 5a and 5b of the measuring device 5 are at the same height level.

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 pipe 2 near the place where the ground subsidence occurs sinks by a subsidence amount δ as shown in FIG. When the pipe 2 is displaced by the subsidence amount δ, the relative position detector 3 attached to the pipe 2 is also displaced by the subsidence amount δ.

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 position detection unit 3 is displaced by the subsidence amount δ, the working medium 6 in the pipe line 14 maintains the same liquid level in the relative position detection unit 3 due to the difference in specific gravity between the liquid 6a and the liquid 6b. To move.

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 liquid 6a having a high specific gravity of the working medium 6 moves in the position detector 3, the liquid level of one transparent cylinder 5a of the measuring device 5 rises with the movement of the liquid 6a having a high specific gravity, and the other transparent cylinder. The liquid level 5b is lowered, and a liquid level difference e is generated between the liquid level of the transparent cylinder 5a and the liquid level of the transparent cylinder 5b. The subsidence amount δ of the pipe 2 is detected from the liquid level difference e.

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 transparent cylinder 5a and the transparent cylinder 5b of the measuring device 5 and the amount of fluctuation δ in the vertical direction in the distance L of the pipe 2 is as follows. And the difference in specific gravity.

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 pipe 2 is calculated from θ = sin −1 (σ / L).

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 position detection device 1 according to the present invention can be arranged in each of a plurality of pipes of the piping line, and the detection values of each relative position detection device can be centrally managed by the measurement device.

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.

本発明による配管の相対位置検出装置の配管が正常位置にある時の図である。It is a figure when the piping of the relative position detection apparatus of piping by this invention exists in a normal position. 図1のA−A線に沿った断面図である。It is sectional drawing along the AA line of FIG. 本発明による配管の相対位置検出装置の配管が沈下位置にある時の図である。It is a figure when the piping of the relative position detection apparatus of piping by this invention exists in a subsidence position.

符号の説明Explanation of symbols

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 SYMBOLS 1 Relative position detection apparatus 2 Piping 3 Relative position detection part 5 Measuring apparatus 5a Transparent cylinder 5b Transparent cylinder 6 Working medium 8 Mounting apparatus 13 Connection pipe

Claims (3)

複数の配管を可撓管継手を介して連結した配管ラインにおいて、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を有することを特徴とする配管の相対位置検出装置。   In a pipe line in which a plurality of pipes are connected via flexible pipe joints, a relative position detector that is substantially U-shaped and fixed to the pipe, a measuring device that has a pair of detectors and is installed on the ground, A connecting pipe that connects both ends of the position detection unit and each detection unit of the measurement device, and two working liquids having different specific gravities accommodated in the pipe and a working medium that is a liquid that does not mix with each other. A relative position detection device for piping. 相対位置検出部は略U形に成形した剛性管を有し、剛性管の各脚部は配管の軸線と平行に延びるように配置されていることを特徴とする請求項1に記載の配管の相対位置検出装置。   2. The pipe according to claim 1, wherein the relative position detection unit includes a rigid pipe formed in a substantially U shape, and each leg portion of the rigid pipe is arranged to extend in parallel with an axis of the pipe. Relative position detection device. 複数の相対位置検出装置を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したことを特徴とする請求項1または2に記載の配管の相対位置検出装置。   The relative position detection device for a pipe according to claim 1 or 2, wherein a plurality of relative position detection devices are respectively arranged on a plurality of pipes, and the detection values of each relative position detection device are centrally managed by a measuring device.
JP2003326480A 2003-09-18 2003-09-18 Piping relative position detector Expired - Fee Related JP3999180B2 (en)

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JP3999180B2 JP3999180B2 (en) 2007-10-31

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Cited By (8)

* Cited by examiner, † Cited by third party
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

Cited By (14)

* Cited by examiner, † Cited by third party
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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