JP5469655B2 - Leakage detection device and leakage detection method for underground water pipe - Google Patents

Leakage detection device and leakage detection method for underground water pipe Download PDF

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JP5469655B2
JP5469655B2 JP2011275314A JP2011275314A JP5469655B2 JP 5469655 B2 JP5469655 B2 JP 5469655B2 JP 2011275314 A JP2011275314 A JP 2011275314A JP 2011275314 A JP2011275314 A JP 2011275314A JP 5469655 B2 JP5469655 B2 JP 5469655B2
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圭一 土井川
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Description

本発明は、地中に埋設された水道管の漏水箇所を容易に検知することができる地中埋設水道管の漏水検知装置及び漏水検知方法に係り、特に水道管の微量な漏水箇所を検知することができる地中埋設水道管の漏水検知装置及び漏水検知方法に関する。   The present invention relates to a water leak detection device and a water leak detection method for underground water pipes that can easily detect a water leak point of a water pipe buried in the ground, and in particular, to detect a small amount of water leak in a water pipe. The present invention relates to a leak detection device and a leak detection method for underground underground water pipes.

一般に地中に埋設された水道管(以下、配管ともいう)は、経年変化や自動車等の振動や地震等の影響によって漏水が生じ易いものであるが、地中に埋設された配管が長く且つ分岐する水道管の漏水位置を正確に検知することは容易ではなく、従来技術においては下記の特許文献に記載されたような各種の漏水位置検知技術が提案されている。   Generally, water pipes buried in the ground (hereinafter also referred to as piping) are prone to leakage due to secular changes, automobile vibrations, earthquakes, etc., but the underground pipes are long and It is not easy to accurately detect the water leakage position of a branched water pipe, and in the prior art, various water leakage position detection techniques as described in the following patent documents have been proposed.

下記の特許文献1には、検知区間の水道管内の水を循環させる検知用配管を別設し、この検知用配管に希ガスを溶解した水を循環させ、希ガスが漏れた箇所を検知することによって漏水箇所を検知する技術が記載され、特許文献2には、検知区間の水道管の両端及び中間位置に圧力検知機を配し、圧力波を伝搬させた際の各圧力検知機により検出される圧力伝搬速度の差を用いて漏水箇所を検知する技術が記載され、特許文献3には、配管に沿って設置した2個の振動センサを配置し、異なる2水準以上の流体輸送圧力のもとで測定した音信号の大きさを周波数領域で比較し、信号の大きさの変化が相対的に大きい周波数帯域に漏洩音がより多く含まれる特性を利用して抽出した周波数成分信号が2個の振動センサに到達する時間差によって漏水箇所を検知する技術が記載されている。   In the following Patent Document 1, a detection pipe that circulates water in a water pipe in a detection section is separately provided, and water in which a rare gas is dissolved is circulated through the detection pipe to detect a location where the rare gas leaks. The technology which detects a water leak location by this is described, and patent document 2 arrange | positions a pressure detector in the both ends and intermediate position of the water pipe of a detection area, and detects by each pressure detector at the time of propagating a pressure wave A technique for detecting a water leakage location using a difference in pressure propagation speed is described. In Patent Document 3, two vibration sensors installed along a pipe are arranged, and fluid transport pressures of two or more different levels are arranged. The magnitude of the sound signal measured originally is compared in the frequency domain, and the frequency component signal extracted using the characteristic that more leaked sound is included in the frequency band where the change in the magnitude of the signal is relatively large is 2 Depending on the time difference to reach each vibration sensor Technique for detecting the water portion is described.

特開平5−340837号公報JP-A-5-340837 特開2000−131179号公報JP 2000-131179 A 特開2005−134300号公報JP 2005-134300 A

前述の特許文献に記載された技術は、比較的大きな漏水の位置は検知することができるものの、微量の漏水位置を検知することが困難であると共に、検知対象の配管に各種大型装置を使用して漏水位置を検知しなければならないという不具合があった。   Although the technique described in the above-mentioned patent document can detect a relatively large water leakage position, it is difficult to detect a small amount of water leakage position, and various types of large-scale devices are used for piping to be detected. There was a problem that the leak position had to be detected.

本発明の目的は、前述の従来技術による課題を解決することであり、簡易な構成で水道管の微量な漏水箇所を検知することができる地中埋設水道管の漏水検知装置及び漏水検知方法を提供することである。   An object of the present invention is to solve the above-described problems due to the prior art, and to provide a leak detection device and a leak detection method for a buried underground water pipe that can detect a small amount of water leakage in a water pipe with a simple configuration. Is to provide.

前記目的を達成するために本発明は、複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管路の漏水位置を検知する地中埋設水道管の漏水検知装置であって、
測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に配置され、該既設管の他端側を用水的に密閉した状態で前記一対の既設管間を開閉弁により遮断し、該遮断した前記一対の既設管からの水圧を検知する一対の水圧計を備え、前記開閉弁を境とした一対の既設管からの時間的な水圧変化を検知することを第1の特徴とする。
In order to achieve the above object, the present invention is an underground buried water pipe that is connected through a plurality of connecting pipes and detects a leakage position of a water pipe that supplies pressurized water to a predetermined faucet. A water leakage detection device,
An open / close valve between the pair of existing pipes arranged in a gap on one end side of a pair of existing pipes cut at a predetermined interval from the water pipe at the measurement position, with the other end side of the existing pipes sealed in water. And detecting a temporal change in water pressure from the pair of existing pipes with the on / off valve as a boundary. It is characterized by.

また、本発明は、複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管路の漏水位置を検知する地中埋設水道管の漏水検知装置であって、
測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に接続される一対の片ネジ管と、該一対の片ネジ管を前記一対の既設管の一端側に接続するための接続具である一対のジョイントと、前記一対の片ネジ管の一端に一方がネジ止めされるT字形状の一対の径違いT字管と、該一対の径違いT字管の他方に一端がネジ止めされ、両端にネジが刻設された一対の両ネジ管と、該一対の両ネジ管の他端間に配置され、該一対の両ネジ管間の接続を開閉するための開閉弁部と、前記一対の径違いT字管に接続され、該一対の径違いT字管個々の水圧を表示する一対の圧力検知部とを備え、前記一対の既設管間を開閉弁部により遮断し、前記開閉弁部を境とした一対の既設管からの時間的な水圧変化を検知することを第2の特徴とする。
The present invention is also a leak detection device for underground water pipes that are connected through a plurality of connecting pipes and detect a leak position of a water pipe that supplies pressurized water to a predetermined faucet. And
A pair of single screw pipes connected to a gap on one end side of a pair of existing pipes cut at a predetermined interval from a water pipe at a measurement position, and the pair of single screw pipes connected to one end side of the pair of existing pipes A pair of joints that are connecting tools, a pair of T-shaped different diameter T-tubes, one of which is screwed to one end of the pair of one-threaded tubes, and the other of the pair of different-diameter T-shaped tubes A pair of screw pipes, one end of which is screwed and screwed at both ends, and the other end of the pair of screw pipes, for opening and closing the connection between the pair of screw pipes An opening / closing valve portion, and a pair of pressure detection portions connected to the pair of different diameter T-tubes and displaying the water pressure of the pair of different diameter T-tubes, and the opening / closing valve portion between the pair of existing tubes And detecting a temporal change in water pressure from a pair of existing pipes with the opening / closing valve section as a boundary. To.

また、本発明は、更に、排水用開閉弁を備えることを第3の特徴とする。   In addition, the present invention has a third feature that a drainage on-off valve is further provided.

更に本発明は、複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管の漏水位置を漏水検知装置によって検知する漏水検知方法であって、
該漏水検知装置が、測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に配置され、該既設管の他端側を用水的に密閉した状態で前記一対の既設管間を開閉弁により遮断し、該遮断した前記一対の既設管からの水圧を検知する一対の水圧計を備え、
前記水道管の複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分する第1工程と、該第1工程により区分した複数の接続管の境位置を測定位置として設定する第2工程と、該第2工程により設定した測定位置の水道管を掘削して所定長さ切断する第3工程と、該第3工程により切断した一対の既設管間に前記漏水検査装置を挿入配置して該漏水検査装置に備わる開閉弁により前記一対の既設管間を遮断する第4工程と、該第4工程により遮断してから任意時間経過後の一対の既設管の両端からの圧力差を比較し、前記測定位置に対して圧力が低下した水道管路に漏水が発生していると漏水側検知判定する第5工程とを行うことを第4の特徴とする。
Furthermore, the present invention is a water leak detection method for detecting a water leak position of a water pipe connected through a plurality of connection pipes and supplying pressurized water to a predetermined faucet by a water leak detection device,
The water leakage detection device is disposed in a gap on one end side of a pair of existing pipes cut at a predetermined interval from a water pipe at a measurement position, and the other end side of the existing pipes is sealed in a water-use manner. It is provided with a pair of water pressure gauges that shuts off existing pipes with an on-off valve and detects water pressure from the pair of existing pipes that have been shut off,
A first step of dividing the plurality of connection pipes for each approximate value of a value obtained by dividing the number of connection pipes of the water pipe by a predetermined value, and a boundary position of the plurality of connection pipes divided by the first step as a measurement position A second step that is set as a third step, a third step that excavates a water pipe at the measurement position set in the second step and cuts it to a predetermined length, and the leak test between a pair of existing pipes that are cut in the third step A fourth step in which a device is inserted and arranged to shut off the pair of existing pipes by an on-off valve provided in the water leakage inspection device; and from both ends of the pair of existing pipes after an arbitrary time has passed since the fourth step. A fourth feature is that a fifth step is performed to determine whether or not water leakage has occurred in a water pipe line whose pressure has decreased with respect to the measurement position.

また、本発明は、複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管の漏水位置を漏水検知装置によって検知する漏水検知方法であって、
該漏水検知装置が、測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に接続される一対の片ネジ管と、該一対の片ネジ管を前記一対の既設管の一端側に接続するための接続具である一対のジョイントと、前記一対の片ネジ管の一端に一方がネジ止めされるT字形状の一対の径違いT字管と、該一対の径違いT字管の他方に一端がネジ止めされ、両端にネジが刻設された一対の両ネジ管と、該一対の両ネジ管の他端間に配置され、該一対の両ネジ管間の接続を開閉するための開閉弁部と、前記一対の径違いT字管に接続され、該一対の径違いT字管個々の水圧を表示する一対の圧力検知部とを備え、
前記水道管の複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分する第1工程と、該第1工程により区分した複数の接続管の境位置を測定位置として設定する第2工程と、該第2工程により設定した測定位置の水道管を掘削して所定長さ切断する第3工程と、該第3工程により切断した一対の既設管間の切断した間隔に前記漏水検知装置を挿入して連結する第4工程と、前記用水を水道管に供給する第5工程と、該第5工程によって水道管内に用水が満たされた状態で前記開閉弁部を閉じる第6工程と、該第6工程により閉じたときから任意時間経過後の前記一対の圧力検知部による圧力差を比較し、前記測定位置に対して圧力が低下した水道管路に漏水が発生していると漏水側検知判定する第7工程とを行うことを第5の特徴とする。
Further, the present invention is a water leak detection method for detecting a water leak position of a water pipe connected through a plurality of connection pipes and supplying pressurized water to a predetermined faucet by a water leak detection device,
The water leakage detection device includes a pair of single screw pipes connected to a gap on one end side of a pair of existing pipes obtained by cutting a water pipe at a measurement position at a predetermined interval, and the pair of single screw pipes. A pair of joints which are connecting tools for connecting to one end of the tube, a pair of T-shaped different diameter T-tubes, one of which is screwed to one end of the pair of single screw tubes, and the pair of diameters The other end of the T-shaped tube is screwed at one end and a pair of screw tubes with screws engraved at both ends, and the other end of the pair of screw tubes is disposed between the pair of screw tubes. An on-off valve part for opening and closing a connection, and a pair of pressure detection parts connected to the pair of different-diameter T-shaped pipes and displaying the water pressure of the pair of different-diameter T-shaped pipes,
A first step of dividing the plurality of connection pipes for each approximate value of a value obtained by dividing the number of connection pipes of the water pipe by a predetermined value, and a boundary position of the plurality of connection pipes divided by the first step as a measurement position The second step to be set as, the third step to excavate the water pipe at the measurement position set in the second step and cut it to a predetermined length, and the interval between the pair of existing pipes cut by the third step A fourth step of inserting and connecting the water leakage detection device to the fifth step, a fifth step of supplying the water to the water pipe, and closing the on-off valve portion with the water filled in the water pipe by the fifth step. The difference in pressure between the pair of pressure detectors after an arbitrary time has elapsed since the sixth step and the sixth step were closed, and water leakage occurred in the water pipe line where the pressure was reduced relative to the measurement position. And performing the seventh step of judging the leakage side detection 5 is a feature of the.

また本発明は、前記第3又は4の特徴の漏水検知方法において、前記第2工程によって設定した測定位置における前記漏水検知装置による個別位置の判定を、前記用水の圧力が加えられている上流側から下流側に向かって行うことを第6の特徴とする。   Further, the present invention provides the leakage detection method according to the third or fourth feature, wherein the determination of the individual position by the leakage detection device at the measurement position set by the second step is performed on the upstream side where the water pressure is applied. The sixth feature is that the process is performed from the downstream side toward the downstream side.

本発明による地中埋設水道管の漏水検知装置は、測定位置において既設管両側の時間的変化を測定することによって、漏水が発生している側の水道管方向を検知することができ、本発明による漏水検知方法は、水道管路に設けられた複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分した境位置を測定位置として設定することによって、漏水が発生する可能性が大きい接続管からの漏水を効率的に検知することができ、測定時間を比較的長時間に設定することによって比較的少量の漏水も検知することができる。   The leak detection device for underground water pipes according to the present invention can detect the direction of the water pipe on the side where water leakage occurs by measuring temporal changes on both sides of the existing pipe at the measurement position. The water leakage detection method according to the above method is to set the boundary position where a plurality of connection pipes are divided for each approximate value of a value obtained by dividing the number of connection pipes provided in a water pipe by a predetermined value as a measurement position. It is possible to efficiently detect water leakage from a connecting pipe that is likely to occur, and a relatively small amount of water leakage can be detected by setting the measurement time to a relatively long time.

本発明の一実施形態による地中埋設水道管の漏水検知装置の構造を説明するための図。The figure for demonstrating the structure of the leak detection apparatus of the underground buried water pipe by one Embodiment of this invention. 本発明の対象となる水道管の配管を説明するための図。The figure for demonstrating piping of the water pipe used as the object of this invention. 本発明の対象となる水道管の配管及び測定位置を説明するための図。The figure for demonstrating the piping of a water pipe used as the object of this invention, and a measurement position. 本発明の一実施形態による漏水検知方法を説明するための図。The figure for demonstrating the water leak detection method by one Embodiment of this invention.

以下、本発明の一実施形態による地中埋設水道管の漏水検知装置及び漏水検知方法を図面を参照して詳細に説明する。
[水道配管の説明]
まず、本実施形態による漏水検知装置の検知対象となる水道管は、例えば図2に示す如く、所定の敷地内に隣接して建てられた複数の建屋91〜95に配置された複数の消火栓401〜413に、水槽101に貯められた消火用水をポンプ102からの圧力によって供給するためのものであって、建屋91の側壁に隣接して配置された消火栓404及び405と、建屋92の側壁に隣接して配置された消火栓401〜403と、建屋93の側壁に隣接して配置された消火栓411及び413と、建屋94の側壁に隣接して配置され消火栓409と消火栓410と消火栓412と、建屋95の側壁に隣接して配置された消火栓406〜408とに消火用水を供給するために配管されている。
Hereinafter, a leak detection device and a leak detection method for underground underground water pipes according to an embodiment of the present invention will be described in detail with reference to the drawings.
[Description of water pipes]
First, as shown in FIG. 2, for example, the water pipes to be detected by the water leakage detection device according to the present embodiment are a plurality of fire hydrants 401 arranged in a plurality of buildings 91 to 95 built adjacent to each other in a predetermined site. ˜413 for supplying fire extinguishing water stored in the water tank 101 by pressure from the pump 102, and the fire hydrants 404 and 405 arranged adjacent to the side wall of the building 91 and the side wall of the building 92. Fire hydrants 401 to 403 disposed adjacent to each other, fire hydrants 411 and 413 disposed adjacent to the side wall of the building 93, fire hydrants 409, fire hydrant 410, fire hydrant 412 disposed adjacent to the side wall of the building 94, and the building It is piped to supply fire-fighting water to the fire hydrants 406 to 408 disposed adjacent to the 95 side walls.

本実施形態による配水管は、水道管及び消火栓の位置を表した図3に示す如く、ポンプ102から消火栓401と消火栓402と消火栓404に消火用水を供給する直線状の第1の配管路L1と、該第1配管路L1の途中からから分岐し、消火栓403と消火栓405と消火栓407に消火用水を供給する直線状の第2の配管路L2と、該第2の配管路L2の途中から分岐し、消火栓406と消火栓409と消火栓412に消火用水を供給する直線状の第3の配管路L3と、該第3の配管路L3の端部と接続し、消火栓408と消火栓410と消火栓411と消火栓413に消火用水を供給する直線状の第4の配管路L4とから構成される。   The water distribution pipe according to the present embodiment has a straight first piping line L1 that supplies water for fire extinguishing from the pump 102 to the fire hydrant 401, the fire hydrant 402, and the fire hydrant 404, as shown in FIG. Branching from the middle of the first piping line L1 and branching from the middle of the second piping line L2 and the straight second piping line L2 for supplying fire-fighting water to the fire hydrant 403, the fire hydrant 405, and the fire hydrant 407 The fire hydrant 406, the fire hydrant 409, and the fire hydrant 412 are connected to the straight third pipe line L3 for supplying fire water to the fire hydrant 412 and the end of the third pipe line L3, and the fire hydrant 408, fire hydrant 410, fire hydrant 411, It is comprised from the linear 4th piping line L4 which supplies the water for fire extinguishing to the fire hydrant 413.

前記第1配管路L1は、T字形状の分岐管T1及び短絡管SLを介して消火栓401に分岐し、分岐管T2及び短絡管SLを介して消火栓402に分岐し、分岐管T3を介して前記第2配管路L2に分岐し、端部が消火栓404に接続している。前記第2配管路L2は、前記第1配管路L1の分岐管T3に一端を接続し、分岐管T4及び短絡管SLを介して消火栓403に分岐し、分岐管T5及び短絡管SLを介して消火栓405に分岐し、十字状の分岐管T6を介して前記第3配管路L3に接続し、分岐管T7及び短絡管SLを介して消火栓407に分岐し、分岐管T8を介して第4配管路L4に他端を接続している。   The first pipe line L1 branches to a fire hydrant 401 via a T-shaped branch pipe T1 and a short-circuit pipe SL, branches to a fire hydrant 402 via a branch pipe T2 and a short-circuit pipe SL, and passes through a branch pipe T3. It branches to the said 2nd piping L2, and the edge part is connected to the fire hydrant 404. The second pipe line L2 has one end connected to the branch pipe T3 of the first pipe line L1, branches to the fire hydrant 403 via the branch pipe T4 and the short-circuit pipe SL, and passes through the branch pipe T5 and the short-circuit pipe SL. Branches to a fire hydrant 405, connects to the third pipe L3 via a cross-shaped branch pipe T6, branches to a fire hydrant 407 via a branch pipe T7 and a short-circuit pipe SL, and a fourth pipe via a branch pipe T8. The other end is connected to the path L4.

前記第3配管路L3は、前記第2配管路L2の十字状の分岐管T6に中央部が接続し、一端が消火栓406に接続し、分岐管T9及び短絡管SLを介して消火栓409に分岐し、他端がL字管T10及び短絡管SLを介して消火栓412に接続している。前記第4配管路L4は、前記第2配管路L2の分岐管T8に接続し、一端にL字管T11及び短絡管SLを介して消火栓408に分岐し、分岐管T12及び短絡管SLを介して消火栓410に分岐し、分岐管T13及び短絡管SLを介して消火栓411に分岐し、他端がL字管T14及び短絡管SLを介して消火栓413に接続している。
なお、本明細書においては、前記した漏水の起こる可能性が高いT字形状や十字状の分岐管やL字管をまとめて接続管と呼び、前記短絡管SLも当該接続管に含まれるものであるが、本実施形態においては理解を容易にするために短絡管SLには漏水はないと仮定して説明する。
The third pipe line L3 has a central portion connected to the cross-shaped branch pipe T6 of the second pipe line L2, one end connected to the fire hydrant 406, and branches to the fire hydrant 409 via the branch pipe T9 and the short-circuit pipe SL. The other end is connected to the fire hydrant 412 via the L-shaped tube T10 and the short-circuit tube SL. The fourth pipe line L4 is connected to the branch pipe T8 of the second pipe line L2, branched at one end to the fire hydrant 408 via the L-shaped pipe T11 and the short-circuit pipe SL, and via the branch pipe T12 and the short-circuit pipe SL. Branching to the fire hydrant 410, branching to the fire hydrant 411 via the branch pipe T13 and the short-circuit pipe SL, and the other end connected to the fire hydrant 413 via the L-shaped pipe T14 and the short-circuit pipe SL.
In this specification, the T-shaped and cross-shaped branch pipes and L-shaped pipes that are highly likely to cause water leakage are collectively referred to as connection pipes, and the short-circuit pipe SL is also included in the connection pipes. However, in this embodiment, in order to facilitate understanding, the short-circuit tube SL will be described assuming that there is no water leakage.

[漏水検知装置の説明]
本実施形態による地中埋設水道管の漏水検知装置1は、前述した複数の配管路により構成され、複数の分岐管によって消火栓に接続された水道管を間隔を空けて切断した既設管の間に設置して漏水位置を検知するものであって、図1に示す如く、所定間隔をもって切断した既設管10A及び既設管10Bの間隙に配置され、一方にネジが刻設された片ネジ管20A及び片ネジ管20Bと、該片ネジ管20A及び片ネジ管20Bを既設管10A及び既設管10Bに接続するための接続具であるジョイント21A及びジョイント21Bと、該片ネジ管20A及び片ネジ管20Bの片ネジに一方がネジ止めされるT字形状の径違いT字管23A及び径違いT字管23Bと、該径違いT字管23A及び径違いT字管23Bの他方に一端がネジ止めされ、両端にネジが刻設された両ネジ管22A及び両ネジ管22Bと、該両ネジ管22A及び両ネジ管22Bの他端に配置され、該両ネジ管22A及び両ネジ管22B間の接続(用水の流路)を開閉するための開閉弁部26及び操作ハンドル26Aと、前記両ネジ管22A及び両ネジ管22Bの他端間を前記開閉弁部26を挟んで接続するためのフランジ25A及びフランジ25Bと、前記径違いT字管23A及び径違いT字管23Bに接続され、該径違いT字管23A及び径違いT字管23B個々の水圧を表示するメータ28A及び28B並びに該メータ28A及び28Bの取り外し時に閉じられるゲージコック27A及び27Bを含む圧力検知部24A及び圧力検知部24Bとを備えるように構成されている。
[Explanation of leak detection device]
The leakage detection device 1 for underground underground water pipes according to the present embodiment is constituted by the plurality of pipes described above, and between existing pipes that are cut at intervals from water pipes connected to a fire hydrant by a plurality of branch pipes. As shown in FIG. 1, a single screw tube 20A, which is installed in a gap between the existing tube 10A and the existing tube 10B cut at a predetermined interval and has a screw engraved on one side, as shown in FIG. The single screw tube 20B, the joint 21A and the joint 21B which are connecting tools for connecting the single screw tube 20A and the single screw tube 20B to the existing tube 10A and the existing tube 10B, and the single screw tube 20A and the single screw tube 20B. One end of the T-shaped different diameter T-shaped tube 23A and the different diameter T-shaped tube 23B, and one end of the other end of the different diameter T-shaped tube 23A and the different diameter T-shaped tube 23B. And Both screw tubes 22A and both screw tubes 22B with screws engraved at both ends, and the other screw tube 22A and the other screw tube 22B are arranged at the other end and connected between both screw tubes 22A and both screw tubes 22B ( An opening / closing valve portion 26 and an operation handle 26A for opening and closing a water flow path), and a flange 25A for connecting the other end of the screw pipe 22A and the screw pipe 22B with the opening / closing valve portion 26 in between. Meters 28A and 28B connected to the flange 25B, the different diameter T-shaped tube 23A and the different diameter T-shaped tube 23B, and indicating the water pressure of each of the different diameter T-shaped tube 23A and the different diameter T-shaped tube 23B, and the meter 28A And 28B are configured to include a pressure detection unit 24A and a pressure detection unit 24B including gauge cocks 27A and 27B that are closed when removed.

前記ジョイント21A及びジョイント21Bは、合成ゴム等の弾性材料であって配管の外周を被覆するスリーブと、該スリーブを配管の外周に締結する円環状のケーシングとから構成され、本実施形態においては、前記ジョイント21Aが既設管10Aと片ネジ管20Aとを密閉的に連結し、ジョイント21Bが既設管10Bと片ネジ管20Bとを密閉的に連結する様に構成され、既設管と片ネジ管との間隔が該ジョイント21A及びジョイント21Bを用いて調整可能なことによって、前記既設管10Aと既設管10Bとの間の切断した間隔に本実施形態による漏水検知装置を組み立てた状態で挿入する際の寸法のマージンを吸収する機能を果たすものである。なお、本実施形態による漏水検知装置を組み立てた状態の横長寸法は934mmであり、前記既設管10Aと既設管10Bとの間の切断した間隔は、漏水検知装置の設置作業を容易にすることから左右10mmの余裕をもった954mm程度とすることが好ましい。また、前記ゲージコック27A及び27Bは、漏水検知装置を既設管に取り付けたまま長期間用水等を通す場合、前記メータ28A及び28Bの針が固着したり精度が狂う恐れがあるため、閉状態にしてメータ28A及び28Bを取り外すための開閉コックである。   The joint 21A and the joint 21B are composed of a sleeve made of an elastic material such as synthetic rubber and covering the outer periphery of the pipe, and an annular casing that fastens the sleeve to the outer periphery of the pipe. The joint 21A is configured to hermetically connect the existing pipe 10A and the single screw pipe 20A, and the joint 21B is configured to hermetically connect the existing pipe 10B and the single screw pipe 20B. Is adjustable by using the joint 21A and the joint 21B, so that the leakage detector according to the present embodiment is inserted into the cut distance between the existing pipe 10A and the existing pipe 10B in an assembled state. It fulfills the function of absorbing the dimensional margin. In addition, the horizontal dimension of the state in which the water leakage detection device according to the present embodiment is assembled is 934 mm, and the cut interval between the existing tube 10A and the existing tube 10B facilitates the installation work of the water leakage detection device. It is preferably about 954 mm with a margin of 10 mm on the left and right. In addition, the gauge cocks 27A and 27B are closed when the water leak detector is attached to the existing pipe and water is passed for a long period of time, because the needles of the meters 28A and 28B may be fixed or the accuracy may be lost. The opening / closing cock for removing the meters 28A and 28B.

このように構成した漏水検知装置1を用いた測定位置における操作方法は、ポンプ102を止めた状態で、測定位置に埋設された水道管を掘削して例えば954mm切断する第1工程と、この切断した水道管両側の既設管10Aと既設管10Bとの間の切断した間隔に前記漏水検知装置1を挿入して連結する第2工程と、ポンプ102を駆動して水槽101に貯めた消火用水を水道管及び漏水検知装置内の管路に供給する第3工程と、該第3工程によって水道管内及び漏水検知装置1内の管路内に消火用水が満たされた状態でポンプ102を止める第4工程と、前記漏水検知装置1の開閉弁部26の弁を閉じる第4工程と、該第4工程により開閉弁部26の弁を閉じたときの圧力検知部24A及び圧力検知部24Bが等しいことをメータ28A及び28Bを参照して確認する第5工程と、該第5工程から所定時間経過後の前記圧力検知部24A及び24Bの圧力を比較し、両圧力の差を確認する第6工程を行うことよって、測定位置における上流側(ポンプ102側)と下流側の圧力差によって圧力が低下した方の配管路に漏水が発生している事を知ることができ、この漏水側検知判定に要する時間は漏水が比較的大きい場合は5分程度、一般的には30分程度、漏水が極めて微量な場合であっても数時間程度の圧力変化の観察によって知ることができ、全体の配管内の測定位置を後述の手法によって設定し、複数箇所の測定位置において上流側から前述の漏水側検知判定を繰り返すことによって、漏水位置を絞り込むことができる。   The operation method at the measurement position using the water leakage detection device 1 configured as described above includes the first step of excavating a water pipe embedded in the measurement position and cutting, for example, 954 mm with the pump 102 stopped, and this cutting. The second step of inserting and connecting the water leakage detection device 1 into the cut interval between the existing pipe 10A and the existing pipe 10B on both sides of the water pipe and the water for fire extinguishing stored in the water tank 101 by driving the pump 102 A third step for supplying water pipes and pipes in the water leakage detection device, and a fourth step for stopping the pump 102 in the state where the water pipes in the water pipes and the water leakage detection device 1 are filled with water by the third step. The step, the fourth step of closing the valve of the on-off valve portion 26 of the water leakage detection device 1, and the pressure detection portion 24A and the pressure detection portion 24B when the valve of the on-off valve portion 26 is closed by the fourth step are equal. The meter 28A and By comparing the pressure of the pressure detectors 24A and 24B after a predetermined time has elapsed from the fifth step with reference to 28B, and performing the sixth step of checking the difference between the two pressures, It is possible to know that water leakage has occurred in the pipe line where the pressure has dropped due to the pressure difference between the upstream side (pump 102 side) and the downstream side at the measurement position. If it is relatively large, about 5 minutes, generally about 30 minutes, even if the amount of water leakage is extremely small, it can be known by observing the pressure change for about several hours. The leak position can be narrowed down by repeating the above-described leak side detection determination from the upstream side at a plurality of measurement positions.

[測定位置の設定の説明]
前述した漏水検知装置1を用いた配管内の測定位置の設定は、漏水箇所が用水を分岐する接続管にて発生する確率が大きいことから、前述した図3に示す配管のように分岐する接続管が分岐管T1〜T14の如く14箇所の場合、例えば、全体の配管中の接続管数14を3で割った値の数の近似値(前記除算値の小数点以下を切り捨て又は繰り上げた整数であって、本例では3個及び4個)の継手数毎に全体配管を区分し、この区分した区分配管毎に設定する。具体的には、ポンプ12から測定地点Aまでに配管された分岐管T1〜T4を含むグループ(イ)と、測定地点Aから測定地点Bまでに配管された分岐管T5,T6,T9,T10を含むグループ(ロ)と、測定地点Bから測定地点Cまでに配管された分岐管T7,T8,T11を含むグループ(ハ)と、測定地点Cから末端の消火栓413までに配管された分岐管T12〜T14を含むグループ(ニ)の如く、それぞれの分岐管数が3〜4個になるように4グループに分け、これらグループを区分けする位置A〜Cの3箇所を漏水検知装置の測定位置として設定する。
[Explanation of measurement position settings]
The setting of the measurement position in the pipe using the water leakage detection device 1 described above has a high probability that a water leakage point will occur in the connection pipe that branches the water. Therefore, the connection branching like the pipe shown in FIG. When the number of pipes is 14 such as branch pipes T1 to T14, for example, an approximate value of the value obtained by dividing the number of connected pipes 14 in the entire pipe by 3 (an integer obtained by rounding down or raising the decimal point of the division value) Thus, in this example, the entire piping is divided for each of the number of joints (3 and 4), and set for each of the divided piping. Specifically, the group (A) including the branch pipes T1 to T4 piped from the pump 12 to the measurement point A and the branch pipes T5, T6, T9, T10 piped from the measurement point A to the measurement point B. , A group including the branch pipes T7, T8, T11 piped from the measurement point B to the measurement point C, and a branch pipe piped from the measurement point C to the terminal fire hydrant 413 As in the group (d) including T12 to T14, the number of branch pipes is divided into 4 groups so that the number of branch pipes is 3 to 4, and the three positions of positions A to C that divide these groups are measured positions of the water leakage detector. Set as.

また、前記測定位置における測定は、複数箇所の測定位置において上流側から前述の漏水側検知判定を繰り返すものであるが、水道配管が長く、T字形状又は十字状の分岐管やL字管等の接続管数が極めて多い(例えば100個)場合、全体の配管中のグループ数を大きく(接続管数を割る値を更に大きく)することや、多数の接続管を小グループ(例えば5グループ)に分けて漏水しているグループを判定し、この判定した小グループの中を更に小グループに分けて、漏水している小グループを絞り込むようにしても良い。   Further, the measurement at the measurement position repeats the above-mentioned water leakage side detection determination from the upstream side at a plurality of measurement positions, but the water pipe is long, and a T-shaped or cross-shaped branch pipe or L-shaped pipe is used. When the number of connecting pipes is extremely large (for example, 100), the number of groups in the entire pipe is increased (the value that divides the number of connected pipes is further increased), or a large number of connecting pipes are divided into small groups (for example, 5 groups) It is also possible to determine a group that has leaked water and divide the determined small group into small groups to narrow down the small groups that have leaked water.

[漏水検知方法の説明]
さて、本実施形態による漏水検知方法は、まず、前記した測定位置の設定方法の説明に従って水道配管の全配管中における複数の測定位置を設定する工程と、ポンプ102が設置された上流側の測定位置から順に、前記[漏水検知装置の説明]で述べた如く、ポンプ102を止めた状態(用水的に密閉した状態)で、測定地点の埋設された水道管を掘削して例えば954mm切断する工程と、この切断した既設管10Aと既設管10Bとの間の切断した間隔に前記漏水検知装置1を挿入して連結する工程と、ポンプ102を駆動して水槽101に貯めた消火用水を水道管に供給する工程と、この工程によって水道管内に消火用水が満たされた状態でポンプ102を止める工程と、前記開閉弁部26の弁を閉じる工程と、この工程により開閉弁部26の弁を閉じたときの圧力検知部24A及び24Bが等しいことをメータ28A及び28Bの数値により確認する工程と、所定時間経過後の前記圧力検知部24A及び24Bの圧力をメータ28A及び28Bを参照して比較し、両圧力の差を確認する工程とを含む測定位置に対する上流側と下流側での圧力が低下した配管に漏水が発生していると判定する漏水側検知判定を行う。
[Explanation of leak detection method]
In the water leakage detection method according to the present embodiment, first, a step of setting a plurality of measurement positions in all pipes of the water pipe according to the description of the method for setting the measurement position, and a measurement on the upstream side where the pump 102 is installed. In order from the position, as described in [Explanation of water leakage detection device], with the pump 102 stopped (sealed in terms of water), the water pipe embedded at the measurement point is excavated and cut, for example, by 954 mm And the step of inserting and connecting the water leakage detection device 1 into the cut interval between the cut existing pipe 10A and the existing pipe 10B, and the water for fire extinguishing stored in the water tank 101 by driving the pump 102 A step of stopping the pump 102 in a state where the water pipe is filled with fire-extinguishing water by this step, a step of closing the valve of the on-off valve portion 26, and an on-off valve portion by this step The process of confirming that the pressure detectors 24A and 24B are equal when the valve 26 is closed by the numerical values of the meters 28A and 28B, and the pressures of the pressure detectors 24A and 24B after a predetermined time elapses in the meters 28A and 28B. A leakage side detection determination is made to determine that water leakage has occurred in the pipe where the pressure on the upstream side and the downstream side with respect to the measurement position including the step of referring to and comparing and confirming the difference between both pressures has decreased.

例えば、図4に示した測定位置Aにおけるポンプ102に接続された上流側と該上流側に対して下流となる下流側の圧力を比較し、測定地点Aから下流側の圧力が上流側に比べて低下したとき、下流側で漏水が発生しているために次の測定位置Bにおける次の漏水側検知判定を行い、この測定位置Bにおいても上流側の圧力が下流側に比べて低下したとき、前記グループ(ハ)に含まれる分岐管T7又はT8又はT11において漏水が発生していることを検知することができ、これら分岐管T7とT8とT11を掘削して地中の配管状態を目視確認することによって、漏水箇所を検知することができる。   For example, the upstream side connected to the pump 102 at the measurement position A shown in FIG. 4 is compared with the downstream pressure downstream from the upstream side, and the downstream pressure from the measurement point A is compared with the upstream side. When the water pressure is lowered, the next water leakage side detection determination at the next measurement position B is performed because water leakage has occurred on the downstream side, and the pressure on the upstream side at this measurement position B is lower than that on the downstream side. , It is possible to detect the occurrence of water leakage in the branch pipes T7, T8 or T11 included in the group (c), and the branch pipes T7, T8 and T11 are excavated to visually check the underground piping state. By confirming, it is possible to detect the location of water leakage.

なお、前記測定地点Aにおける漏水側検知判定において上流側の圧力が下流側に比べて低下していることが測定されたときは、前記グループ(イ)に含まれる分岐管T1〜T4の何れかで漏水が発生していることを検知することができ、前記測定地点Bにおける漏水側検知判定において上流側の圧力が下流側に比べて低下していることが測定されたときは、前記グループ(ロ)に含まれる分岐管分岐管T5,T6,T9,T10の何れかで漏水が発生していることを検知することができ、これらグループ内の分岐管(接続管)を掘削することによって漏水している位置を確認することができ、仮に、分岐管(接続管)での漏水が発見できなかった場合は、該当グループの水道管を掘削することが考えられ、この場合も本実施形態による漏水検知装置1を使用して漏水位置を絞り込むことができる。   In addition, when it is measured in the water leakage side detection determination at the measurement point A that the pressure on the upstream side is lower than that on the downstream side, any of the branch pipes T1 to T4 included in the group (A) When it is measured that the upstream side pressure is lower than the downstream side in the leakage side detection determination at the measurement point B, the group ( B) It can be detected that water leakage has occurred in any of the branch pipes T5, T6, T9, and T10 included in the branch pipe, and water leakage is caused by excavating the branch pipes (connection pipes) in these groups. If there is no leakage in the branch pipe (connection pipe), it is possible to dig a water pipe of the corresponding group. Leak test It can be narrowed down water leakage position using the device 1.

このように地中埋設水道管の漏水検知装置及び漏水検知方法は、測定位置において既設管両側の時間的変化を測定することによって漏水が発生している側の水道管方向を検知することができ、更に、水道管路に設けられた複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分した境位置を測定位置として設定することによって、漏水が発生する可能性が大きい接続管からの漏水を効率的に検知することができ、測定時間を比較的長時間に設定することによって極微量の漏水も検知することができる。
〈その他の実施形態〉
As described above, the leak detection device and the leak detection method for underground water pipes can detect the direction of the water pipe on the side where the water leak occurs by measuring temporal changes on both sides of the existing pipe at the measurement position. Furthermore, it is possible to cause water leakage by setting a boundary position where a plurality of connection pipes are divided for each approximate value of a value obtained by dividing a plurality of connection pipes provided in a water pipe by a predetermined value as a measurement position. Therefore, it is possible to efficiently detect water leakage from a connecting pipe having high performance, and it is possible to detect a very small amount of water leakage by setting the measurement time to a relatively long time.
<Other embodiments>

また、例えば、漏水検知装置1に更に排水用開閉弁(図示していない)を設けるような構成を採用することもできる。このように構成すれば、漏水検知作業において、水道管内に満たした水が現場に溢れ出て足場を悪くすることを防止することができる。即ち、設置した漏水検知装置1を取り外す場合、不可避的に、水道管路内に充満している水が溢れ出すこととなるが、排水用開閉弁を別途設けておけば、当該排水用開閉弁を任意に操作することによって、水道管内に充満した水を装置を取り外す前に処理することができる。例えば、この排水用開閉弁と連通するように排水用のホースを接続したり、ポンプを接続して積極的に水道管内の水を排出してもよい。   Further, for example, a configuration in which the water leakage detection device 1 is further provided with a drain on-off valve (not shown) may be employed. If comprised in this way, in the water leak detection operation | work, it can prevent that the water with which the water pipe was filled overflows on the spot, and worsens a scaffold. That is, when the installed water leakage detection device 1 is removed, the water filled in the water pipe inevitably overflows. However, if a drain on-off valve is provided separately, the drain on-off valve The water filled in the water pipe can be treated before removing the device. For example, a drainage hose may be connected to communicate with the drainage on-off valve, or a pump may be connected to positively discharge water in the water pipe.

また、漏水検知装置1の片ネジ管20A、20Bを、ネジ側の径はそのままに、既設管と接続する側の径が異なる種々の片ネジ管を揃えておくことにより、当該片ネジ管部分を取り換えて、異なる径の既設管に広く対応させることも可能である。   In addition, the single screw pipes 20A and 20B of the water leakage detection device 1 are provided with various single screw pipes having different diameters on the side to be connected to the existing pipes while keeping the diameters on the screw sides. It is also possible to replace the existing pipes with different diameters widely.

また、漏水検知装置1を構成する管の径を既設管の径以上となるように構成しておけば、検知作業に時間がかかる場合(例えば数日に渡って設置しておく必要がある場合)においても、開閉弁を開けることで、既設管の本来の目的を大きく損なうことがない。   Moreover, if the diameter of the pipe | tube which comprises the water leak detection apparatus 1 is comprised so that it may become more than the diameter of the existing pipe | tube, when detection work takes time (for example, when it is necessary to install over several days) ), The original purpose of the existing pipe is not greatly impaired by opening the on-off valve.

なお、前述の実施形態においては、消火設備における消火用水を建屋に設けられた消火栓に消火用水を供給する水道管の漏水位置を検知する例を説明したが、本発明は消火設備に限られるものではなく、飲用の水道水を供給する水道管の漏水位置を検知することができる。また、前述の実施形態においては、水道管に設定した測定位置の用水圧が大きい上流側から個別位置判定を行う例を説明したが、切断した既設管の一端が連結された漏水検知装置を挟んだ両側の既設管の他端が用水的に密閉された状態であれば漏水側検知判定を行う順番は本実施形態に限られるものではなく、現場の埋設管の状況(経年数、地表面の舗装状況、車両が通行する道路に近接している等の状況)によって、漏水側検知判定を行う順番を漏水の可能性の大きいに応じて設定することが望ましい。また、埋設されたガス管においても、ガス管内のガスを抜いた状態で前記漏水検知装置を設置し、無害な気体をガス管に満たすことによって、前記実施形態同様にガス漏れ位置を絞り込むこともできる。   In the above-described embodiment, an example has been described in which the water leakage position of a water pipe that supplies fire-fighting water to a fire hydrant provided in a building is detected as water in the fire-fighting equipment, but the present invention is limited to fire-fighting equipment. Instead, it is possible to detect the leakage position of a water pipe that supplies drinking tap water. Further, in the above-described embodiment, the example in which the individual position determination is performed from the upstream side where the water pressure at the measurement position set in the water pipe is large has been described, but the leak detection device in which one end of the cut existing pipe is connected is sandwiched. However, if the other ends of the existing pipes on both sides are sealed in terms of water, the order of performing the water leakage side detection determination is not limited to this embodiment, but the situation of the buried pipes in the field (age, It is desirable to set the order of performing the water leakage side detection determination according to the possibility of water leakage depending on the pavement situation, the situation where the vehicle is close to the road, etc. Also, in the buried gas pipe, the leak detection position may be narrowed down in the same manner as in the above embodiment by installing the water leakage detection device with the gas in the gas pipe being removed and filling the gas pipe with harmless gas. it can.

401〜413 消火栓、
10A及び10B 既設管、
20A及び20B 片ネジ管、
21A及び21B ジョイント、
22A及び22B 両ネジ管、
23A及び23B T字管、
24A及び24B 圧力検知部、
25A及び25B フランジ、
26 開閉弁部、
27A及び27B ゲージコック、
28A及び28B メータ、
26A 操作ハンドル、
91〜95 建屋、
101 水槽、
102 ポンプ、
T1〜T14 T字分岐管、
A〜C 測定位置
401-413 fire hydrant,
10A and 10B Existing pipe,
20A and 20B single screw tube,
21A and 21B joints,
22A and 22B both screw pipes,
23A and 23B T-tubes,
24A and 24B pressure detector,
25A and 25B flanges,
26 On-off valve part,
27A and 27B gauge cocks,
28A and 28B meters,
26A operation handle,
91-95 building,
101 aquarium,
102 pump,
T1-T14 T-shaped branch pipe,
AC measurement position

Claims (6)

複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管路の漏水位置を検知する地中埋設水道管の漏水検知装置であって、
測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に配置され、該既設管の他端側を用水的に密閉した状態で前記一対の既設管間を開閉弁により遮断し、該遮断した前記一対の既設管からの水圧を検知する一対の水圧計を備え、前記開閉弁を境とした一対の既設管からの時間的な水圧変化を検知することを特徴とする漏水検知装置。
A leak detection device for underground underground water pipes connected via a plurality of connection pipes to detect a water leak position of a water pipe that supplies pressurized water to a predetermined faucet,
An open / close valve between the pair of existing pipes arranged in a gap on one end side of a pair of existing pipes cut at a predetermined interval from the water pipe at the measurement position, with the other end side of the existing pipes sealed in water. And a pair of water pressure gauges for detecting the water pressure from the pair of existing pipes that have been shut off, and detecting temporal changes in water pressure from the pair of existing pipes with the on-off valve as a boundary. Leak detection device.
複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管路の漏水位置を検知する地中埋設水道管の漏水検知装置であって、
測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に接続される一対の片ネジ管と、該一対の片ネジ管を前記一対の既設管の一端側に接続するための接続具である一対のジョイントと、前記一対の片ネジ管の一端に一方がネジ止めされるT字形状の一対の径違いT字管と、該一対の径違いT字管の他方に一端がネジ止めされ、両端にネジが刻設された一対の両ネジ管と、該一対の両ネジ管の他端間に配置され、該一対の両ネジ管間の接続を開閉するための開閉弁部と、前記一対の径違いT字管に接続され、該一対の径違いT字管個々の水圧を表示する一対の圧力検知部とを備え、前記一対の既設管間を開閉弁部により遮断し、前記開閉弁部を境とした一対の既設管からの時間的な水圧変化を検知することを特徴とする地中埋設水道管の漏水検知装置。
A leak detection device for underground underground water pipes connected via a plurality of connection pipes to detect a water leak position of a water pipe that supplies pressurized water to a predetermined faucet,
A pair of single screw pipes connected to a gap on one end side of a pair of existing pipes cut at a predetermined interval from a water pipe at a measurement position, and the pair of single screw pipes connected to one end side of the pair of existing pipes A pair of joints that are connecting tools, a pair of T-shaped different diameter T-tubes, one of which is screwed to one end of the pair of one-threaded tubes, and the other of the pair of different-diameter T-shaped tubes A pair of screw pipes, one end of which is screwed and screwed at both ends, and the other end of the pair of screw pipes, for opening and closing the connection between the pair of screw pipes An opening / closing valve portion, and a pair of pressure detection portions connected to the pair of different diameter T-tubes and displaying the water pressure of the pair of different diameter T-tubes, and the opening / closing valve portion between the pair of existing tubes And detecting a temporal water pressure change from a pair of existing pipes with the opening / closing valve section as a boundary. Leak detection apparatus of the middle buried water pipes.
更に、排水用開閉弁を備えることを特徴とする請求項1又は2に記載の漏水検知装置。   Furthermore, the water leak detection apparatus of Claim 1 or 2 provided with the on-off valve for drainage. 複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管の漏水位置を漏水検知装置によって検知する漏水検知方法であって、
該漏水検知装置が、測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に配置され、該既設管の他端側を用水的に密閉した状態で前記一対の既設管間を開閉弁により遮断し、該遮断した前記一対の既設管からの水圧を検知する一対の水圧計を備え、
前記水道管の複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分する第1工程と、該第1工程により区分した複数の接続管の境位置を測定位置として設定する第2工程と、該第2工程により設定した測定位置の水道管を掘削して所定長さ切断する第3工程と、該第3工程により切断した一対の既設管間に前記漏水検査装置を挿入配置して該漏水検査装置に備わる開閉弁により前記一対の既設管間を遮断する第4工程と、該第4工程により遮断してから任意時間経過後の一対の既設管の両端からの圧力差を比較し、前記測定位置に対して圧力が低下した水道管路に漏水が発生していると漏水側検知判定する第5工程とを行うことを特徴とする漏水検知方法。
A water leakage detection method for detecting a water leakage position of a water pipe connected through a plurality of connection pipes and supplying pressurized water to a predetermined faucet by a water leakage detection device,
The water leakage detection device is disposed in a gap on one end side of a pair of existing pipes cut at a predetermined interval from a water pipe at a measurement position, and the other end side of the existing pipes is sealed in a water-use manner. It is provided with a pair of water pressure gauges that shuts off existing pipes with an on-off valve and detects water pressure from the pair of existing pipes that have been shut off,
A first step of dividing the plurality of connection pipes for each approximate value of a value obtained by dividing the number of connection pipes of the water pipe by a predetermined value, and a boundary position of the plurality of connection pipes divided by the first step as a measurement position A second step that is set as a third step, a third step that excavates a water pipe at the measurement position set in the second step and cuts it to a predetermined length, and the leak test between a pair of existing pipes that are cut in the third step A fourth step in which a device is inserted and arranged to shut off the pair of existing pipes by an on-off valve provided in the water leakage inspection device; and from both ends of the pair of existing pipes after an arbitrary time has passed since the fourth step. And a fifth step of performing a water leakage side detection determination that water leakage has occurred in a water pipe line having a reduced pressure with respect to the measurement position.
複数の接続管を介して連結され、圧力が加えられた用水を所定の水栓に供給する水道管の漏水位置を漏水検知装置によって検知する漏水検知方法であって、
該漏水検知装置が、測定位置の水道管を所定間隔を空けて切断した一対の既設管の一端側の間隙に接続される一対の片ネジ管と、該一対の片ネジ管を前記一対の既設管の一端側に接続するための接続具である一対のジョイントと、前記一対の片ネジ管の一端に一方がネジ止めされるT字形状の一対の径違いT字管と、該一対の径違いT字管の他方に一端がネジ止めされ、両端にネジが刻設された一対の両ネジ管と、該一対の両ネジ管の他端間に配置され、該一対の両ネジ管間の接続を開閉するための開閉弁部と、前記一対の径違いT字管に接続され、該一対の径違いT字管個々の水圧を表示する一対の圧力検知部とを備え、
前記水道管の複数の接続管数を所定値により除算した値の近似値毎に複数の接続管を区分する第1工程と、該第1工程により区分した複数の接続管の境位置を測定位置として設定する第2工程と、該第2工程により設定した測定位置の水道管を掘削して所定長さ切断する第3工程と、該第3工程により切断した一対の既設管間の切断した間隔に前記漏水検知装置を挿入して連結する第4工程と、前記用水を水道管に供給する第5工程と、該第5工程によって水道管内に用水が満たされた状態で前記開閉弁部を閉じる第6工程と、該第6工程により閉じたときから任意時間経過後の前記一対の圧力検知部による圧力差を比較し、前記測定位置に対して圧力が低下した水道管路に漏水が発生していると漏水側検知判定する第7工程とを行うことを特徴とする漏水検知方法。
A water leakage detection method for detecting a water leakage position of a water pipe connected through a plurality of connection pipes and supplying pressurized water to a predetermined faucet by a water leakage detection device,
The water leakage detection device includes a pair of single screw pipes connected to a gap on one end side of a pair of existing pipes obtained by cutting a water pipe at a measurement position at a predetermined interval, and the pair of single screw pipes. A pair of joints which are connecting tools for connecting to one end of the tube, a pair of T-shaped different diameter T-tubes, one of which is screwed to one end of the pair of single screw tubes, and the pair of diameters The other end of the T-shaped tube is screwed at one end and a pair of screw tubes with screws engraved at both ends, and the other end of the pair of screw tubes is disposed between the pair of screw tubes. An on-off valve part for opening and closing a connection, and a pair of pressure detection parts connected to the pair of different-diameter T-shaped pipes and displaying the water pressure of the pair of different-diameter T-shaped pipes,
A first step of dividing the plurality of connection pipes for each approximate value of a value obtained by dividing the number of connection pipes of the water pipe by a predetermined value, and a boundary position of the plurality of connection pipes divided by the first step as a measurement position The second step to be set as, the third step to excavate the water pipe at the measurement position set in the second step and cut it to a predetermined length, and the interval between the pair of existing pipes cut by the third step A fourth step of inserting and connecting the water leakage detection device to the fifth step, a fifth step of supplying the water to the water pipe, and closing the on-off valve portion with the water filled in the water pipe by the fifth step. The difference in pressure between the pair of pressure detectors after an arbitrary time has elapsed since the sixth step and the sixth step were closed, and water leakage occurred in the water pipe line where the pressure was reduced relative to the measurement position. And performing the seventh step of judging the leakage side detection Water leak detection method according to symptoms.
前記第2工程によって設定した測定位置における前記漏水検知装置による個別位置の判定を、前記用水の圧力が加えられている上流側から下流側に向かって行うことを特徴とする請求項4又は5記載の漏水検知方法。   6. The determination of the individual position by the water leakage detection device at the measurement position set in the second step is performed from the upstream side to the downstream side where the water pressure is applied. Water leakage detection method.
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