JP2000121740A - Method for monitoring underground buried pipeline facility - Google Patents

Method for monitoring underground buried pipeline facility

Info

Publication number
JP2000121740A
JP2000121740A JP29677898A JP29677898A JP2000121740A JP 2000121740 A JP2000121740 A JP 2000121740A JP 29677898 A JP29677898 A JP 29677898A JP 29677898 A JP29677898 A JP 29677898A JP 2000121740 A JP2000121740 A JP 2000121740A
Authority
JP
Japan
Prior art keywords
vibration
sound
construction
sensor
underground
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
JP29677898A
Other languages
Japanese (ja)
Inventor
Kazuhiko Fujihashi
一彦 藤橋
Kazunori Dobashi
一典 土橋
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 Telegraph and Telephone Corp
Original Assignee
Nippon Telegraph and Telephone Corp
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 Nippon Telegraph and Telephone Corp filed Critical Nippon Telegraph and Telephone Corp
Priority to JP29677898A priority Critical patent/JP2000121740A/en
Publication of JP2000121740A publication Critical patent/JP2000121740A/en
Pending legal-status Critical Current

Links

Landscapes

  • Geophysics And Detection Of Objects (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce an underground buried pipeline facility damage accident or the like by identifying and detecting the vibration or the sound of an execution machine caused by construction from the vibration or the sound of a non- execution machine caused by the passage of a vehicle or the like by a vibration sensor or a sound pressure sensor. SOLUTION: A center centralized monitoring function part 11 receives a signal from sensors 14 and 15, analyzes the signal, detects the vibration or the sound of an execution machine due to a road construction or the like that is an abnormal signal, and shows an image along with the arrangement figure and the map of a pipeline together with the position information of the sensors 14 and 15. A transmitter function part 12 transmits a reception signal from the sensors 14 and 15 to the center centralized monitoring function part 11 in real time. The sensor function part is composed of at least one sound pressure sensor 14 and vibration sensor 15, the sound pressure sensors 14 detect the sound of the execution machine and the vibration sensors 15 detect pressure that is applied to an underground buried pipeline facility when an execution machine such as a back hoe approaches a road.

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】本発明は地下埋設管路設備の
道路工事などに伴う外傷を監視するための方法に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for monitoring a trauma caused by a road construction of an underground pipe installation.

【0002】[0002]

【従来の技術】地下埋設管路設備は道路近傍の地下に埋
設されているので、ガス、水道、下水道などの道路工事
時に、施工機械により外傷を受け、ケーブル切断、ガス
漏洩等の事故となる事例が後を断たない。地下埋設企業
者が工事の実施を事前に認識している場合は、業者との
事前打合せ、工事中の立ち会い等により地下埋設管の損
傷防止が可能である。しかし、事前の通知がない工事も
多く、これに対しては巡回などによっても完全には把握
し難いのが現実である。
2. Description of the Related Art Underground buried pipeline facilities are buried underground near roads, and are damaged by construction machinery during road works such as gas, water, and sewerage, resulting in accidents such as cable cutting and gas leakage. The case never stops. If the underground burial company is aware of the implementation of the construction in advance, it is possible to prevent damage to the underground burial pipe by meeting in advance with the contractor and attending during the construction. However, there are many constructions that do not have prior notice, and it is actually difficult to completely understand such construction even by patrols.

【0003】従来、地下埋設管路設備の損傷を探索する
方法としては、X線投影写真あるいは超音波探傷法によ
って、外傷位置を特定する方法が用いられてきた。ある
いは、特開平5−180690号に記載されている電力
ケーブル外傷予知方法のように、電力ケーブルと光ファ
イバを併設し、工事による振動を該光ファイバに入力す
るレーザー光のモード変化を検出して、間接的に電力ケ
ーブルの外傷を予知する方法がある。
Conventionally, as a method of searching for damage to underground pipe installations, a method of specifying the position of an injury using an X-ray projection photograph or an ultrasonic inspection method has been used. Alternatively, as in a power cable injury prediction method described in Japanese Patent Application Laid-Open No. 5-180690, a power cable and an optical fiber are provided side by side, and the vibration caused by construction is detected by detecting a mode change of a laser beam input to the optical fiber. There is a method of indirectly predicting a power cable trauma.

【0004】[0004]

【発明が解決しようとする課題】道路工事は通常かなり
の振動又は音響を伴うので、これを検知できれば、地下
埋設管路に引き込まれたケーブル切断、ガス漏洩等の事
故をかなり低減できる。地下埋設管路は長距離に渡って
布設されるが、該地下埋設管路の中でも損傷を受けやす
い箇所は、道路直下及びその近傍であることが多いた
め、これらの箇所にスポット的に1以上の振動センサや
音圧センサを配備し、各センサが検出した信号を発信器
により監視センタに送信し、施工機械の工事を検出すれ
ば、地下埋設管路設備に工事の影響が及ぶことを事前に
予知することが可能になる。
Since road construction usually involves considerable vibration or sound, if this can be detected, accidents such as cable cuts and gas leaks drawn into underground pipes can be considerably reduced. Underground buried pipelines are laid over a long distance, but most of the underground buried pipelines are susceptible to damage directly under the road and in the vicinity thereof. A vibration sensor and sound pressure sensor are installed, and the signals detected by each sensor are transmitted to the monitoring center via a transmitter, and if the construction of construction machinery is detected, it is anticipated that the impact of the construction on underground pipeline facilities will be affected. It becomes possible to foresee.

【0005】本発明は上記の事情に鑑みてなされたもの
で、地下埋設管路設備の全長にわたって損傷可能性の大
きな箇所、すなわち道路近傍の地下埋設管路設備近傍の
施工機械の工事を監視し、地下埋設管路設備損傷事故な
どの低減を図る地下埋設管路設備監視方法を提供するこ
とを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and monitors the construction of a construction machine near an underground pipeline facility near a road, that is, a location where damage is likely to occur over the entire length of the underground pipeline facility. It is another object of the present invention to provide a method of monitoring underground buried pipeline facilities to reduce damage to underground buried pipeline facilities.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に本発明の地下埋設管路設備監視方法は、地下埋設管路
設備内又はマンホール内に設置された振動センサ又は音
圧センサにより、工事に起因する施工機械の振動又は音
響を車両通行等に起因する非施工機械の振動又は音響と
識別検出して、地下埋設管路設備の外傷を予知すること
を特徴とするものである。なお、識別検出された信号は
電気信号に変換され、監視センタに送信され、集中管理
される。
In order to achieve the above object, an underground pipe installation monitoring method according to the present invention uses a vibration sensor or a sound pressure sensor installed in an underground pipe installation or a manhole. The vibration or the sound of the construction machine caused by the vehicle is distinguished and detected from the vibration or the sound of the non-construction machine caused by the traffic of the vehicle, and the damage of the underground pipeline equipment is predicted. The signal detected and detected is converted into an electric signal, transmitted to a monitoring center, and centrally managed.

【0007】本発明により、地下埋設管路設備付近の工
事を集中監視できるので、事前に届け出のない工事が施
工された場合であっても、保守者は工事の有無を検知す
ることが可能になり、地下埋設管路設備の損傷を未然に
防ぐことが可能になる。
[0007] According to the present invention, since the construction near the underground pipe installation can be centrally monitored, even if the construction without notification is carried out in advance, the maintenance person can detect the presence or absence of the construction. Therefore, it is possible to prevent damage to the underground pipe installation.

【0008】[0008]

【発明の実施の形態】以下図面を参照して本発明の実施
の形態例を詳細に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings.

【0009】図1及び図2は本発明の地下埋設管路設備
の設備監視システムの構成を示す説明図である。図1に
示すように、本発明システムはセンタ集中監視機能部1
1と、発信器機能部12と、前記センタ集中監視機能部
11と前記発信器機能部12間の信号伝達機能部13
と、音圧センサ14及び振動センサ15よりなるセンサ
機能部とから構成される。前記センタ集中監視機能部1
1は、各センサ14、15からの信号を受信し、前記信
号を解析して異常信号である道路工事等に伴う施工機械
の振動または音響を検知して、各センサ14、15の位
置情報とともに管路配置図及び地図と共に画像表示する
機能を有する。前記発信器機能部12は、センサ14、
15からの受信信号をリアルタイムで無線あるいは有線
により前記センタ集中監視機能部11に送信する。前記
センサ機能部は、1以上の音圧センサ14と振動センサ
15から構成され、音圧センサ14は施工機械の音響を
検知し、振動センサ15はバックホー等の施工機械が道
路に近づいた際に地下埋設管路設備に及ぼす圧力を検知
する。音圧センサ14としては、セラミック型のものを
使用し、バックホー等の施工機械の音響を間接的に検出
し施工機械の接近状況を判断するとともに、振動センサ
15としては、圧電加速度型のものを使用し、バックホ
ー等の施工機械が地下埋設管路設備に接触する時の振動
の加速度を直接検知するように二重の検知構成としても
良い。
FIG. 1 and FIG. 2 are explanatory diagrams showing the configuration of an equipment monitoring system for underground buried pipeline equipment according to the present invention. As shown in FIG. 1, the system of the present invention is a
1, a transmitter function unit 12, a signal transmission function unit 13 between the center central monitoring function unit 11 and the transmitter function unit 12.
And a sensor function unit including the sound pressure sensor 14 and the vibration sensor 15. The centralized monitoring function unit 1
1 receives signals from the sensors 14 and 15 and analyzes the signals to detect vibration or sound of construction machinery associated with road construction or the like, which is an abnormal signal, and together with position information of the sensors 14 and 15 It has the function of displaying images together with the pipeline layout map and map. The transmitter function unit 12 includes a sensor 14,
The received signal from the center 15 is transmitted to the center centralized monitoring function unit 11 in real time by wireless or wired. The sensor function unit includes one or more sound pressure sensors 14 and a vibration sensor 15. The sound pressure sensor 14 detects the sound of the construction machine. The vibration sensor 15 is used when a construction machine such as a backhoe approaches a road. Detects the pressure exerted on underground pipeline equipment. As the sound pressure sensor 14, a ceramic type sensor is used. In addition to indirectly detecting the sound of the construction machine such as a backhoe to judge the approaching state of the construction machine, the vibration sensor 15 is a piezoelectric acceleration type. A double detection configuration may be used so as to directly detect the acceleration of vibration when a construction machine such as a backhoe contacts the underground pipeline equipment.

【0010】また、図2に示すように、音圧センサ14
には、周波数変換器やSFTアナライザ機能を備え、地
下埋設管路設備を伝搬してくるバックホー等の施工機械
の音響や車両通行等に起因する非施工機械の音響を周波
数分析した後にセンタ集中監視機能部11に送信するよ
うに構成しても良い。図2中、図1と同一部分は同一符
号を付してその説明を省略する。
Further, as shown in FIG.
Has a frequency converter and an SFT analyzer function, and performs centralized monitoring after frequency analysis of the sound of construction machines such as backhoes propagating in underground pipeline facilities and the sound of non-construction machines caused by vehicle traffic etc. You may comprise so that it may transmit to the function part 11. 2, the same parts as those of FIG. 1 are denoted by the same reference numerals, and the description thereof will be omitted.

【0011】本発明において、地下埋設管路設備内の振
動センサ15が捕らえた振動が車両の通過によって生じ
るものなのか、施工機械の振動によって生じるのかは以
下のように判定する。
In the present invention, whether the vibration detected by the vibration sensor 15 in the underground pipe installation is caused by the passage of the vehicle or the vibration of the construction machine is determined as follows.

【0012】道路直下あるいは道路近傍に布設された地
下埋設管路設備には、車両の走行に基づく振動により車
両の進行に伴う波乗り現象という独特の変位の波が生じ
る。この波乗り現象の測定は、地下埋設管路設備内の測
定であるので、振動センサ15により検知される。振動
センサ15としては、地下埋設管路軸方向をx軸方向と
するとき、3次元座標のx軸、y軸、z軸の3方向の加
速度をそれぞれ測定する3台の加速度計を地下埋設管路
設備に対して所定方向に設定すれば判別可能である。
[0012] In a buried underground pipe line facility laid immediately below or near a road, a unique wave of displacement called a surfing phenomenon accompanying the traveling of the vehicle is generated due to vibration caused by the running of the vehicle. Since the measurement of the surfing phenomenon is a measurement in the underground pipe installation, it is detected by the vibration sensor 15. The vibration sensor 15 includes three accelerometers that measure accelerations in three directions of x-axis, y-axis, and z-axis of three-dimensional coordinates, respectively, when an axis direction of the underground pipe is an x-axis direction. The determination can be made by setting the road equipment in a predetermined direction.

【0013】振動センサ15で捕らえた振動が波乗り現
象で生じている場合には異常無しと判断し、それ以外の
振動の場合を施工機械による異常振動と判定すれば、地
下埋設管路設備の外傷を予知することができる。なお、
バックホー等の施工機械による振動は、通常、地表面か
ら地下埋設管路設備に近づくに従って徐々に増大し、振
動の周波数成分も高周波に移行する傾向にあるので、こ
れらを分析すれば、上記異常振動の危険の度合いを異常
振動毎に追尾、表示することもできる。
If the vibrations detected by the vibration sensor 15 are caused by the surfing phenomenon, it is determined that there is no abnormality. If the other vibrations are determined to be abnormal vibrations caused by the construction machine, the damage to the underground pipeline equipment is determined. Can be predicted. In addition,
Vibrations caused by construction machines such as backhoes usually increase gradually from the ground surface to the underground pipe facilities, and the frequency components of the vibrations also tend to shift to higher frequencies. Can be tracked and displayed for each abnormal vibration.

【0014】[0014]

【発明の効果】以上述べたように本発明は、地下埋設管
路設備の全長にわたってその付近での道路工事等の有無
を監視し、地下埋設管路設備の事故、外傷などの低減を
図るためのものであり、地下埋設管路設備内又はマンホ
ール内に設置された振動センサ又は音圧センサが地下埋
設管路設備近傍の異常である道路工事等に伴う施工機械
の振動又は音響を検知し、監視センタへ検知信号を発信
することにより、通信管路設備等の地下埋設管路設備の
外傷を予知することができる。
As described above, the present invention is to monitor the presence or absence of road construction or the like in the vicinity of the entire length of the underground pipe installation and to reduce accidents and injuries of the underground pipe installation. The vibration sensor or sound pressure sensor installed in the underground pipe system or in the manhole detects the vibration or sound of the construction machine accompanying the abnormal road construction near the underground pipe system, By transmitting the detection signal to the monitoring center, it is possible to predict a trauma of the underground pipe installation such as the communication pipe installation.

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

【図1】本発明の一実施形態例を示す構成説明図であ
る。
FIG. 1 is a configuration explanatory diagram showing an embodiment of the present invention.

【図2】本発明の他の実施形態例を示す構成説明図であ
る。
FIG. 2 is a configuration explanatory view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

11 センタ集中監視機能部 12 発信器機能部 13 信号伝達機能部 14 音圧センサ 15 振動センサ 11 centralized monitoring function unit 12 transmitter function unit 13 signal transmission function unit 14 sound pressure sensor 15 vibration sensor

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地下埋設管路設備の工事による損傷を防
止する地下埋設管路設備監視方法において、1以上の振
動センサを道路近傍の地下埋設管路設備内に設置し、該
振動センサの検出した信号を電気信号により監視センタ
に送信し、該監視センタにおいて道路工事等に起因する
施工機械の振動と車両通行等に起因する非施工機械の振
動を切り分け、該施工機械の振動の発生地点を分析し、
該地下埋設管路設備の外傷を予知することを特徴とする
地下埋設管路設備監視方法。
1. A method for monitoring underground pipe installation which prevents damage caused by construction of underground pipe installation, wherein at least one vibration sensor is installed in the underground pipe installation near a road, and the vibration sensor is detected. The generated signal is transmitted to the monitoring center by an electric signal, and at the monitoring center, the vibration of the construction machine caused by road construction and the like and the vibration of the non-construction machine caused by vehicle traffic etc. are separated, and the point of occurrence of the vibration of the construction machine is determined. Analyze,
A method for monitoring underground buried pipeline equipment, wherein the method predicts a trauma to the underground buried pipeline equipment.
【請求項2】 マンホール内に設備された音圧センサが
道路工事等に起因する施工機械の音響を車両通行等に起
因する非施工機械の音響と識別検出して、地下埋設管路
設備の外傷を予知することを特徴とする地下埋設管路設
備監視方法。
2. A sound pressure sensor installed in a manhole discriminates and detects the sound of a construction machine caused by road construction or the like from the sound of a non-construction machine caused by vehicle traffic or the like, and causes damage to an underground pipe installation. A method for monitoring underground buried pipeline facilities, wherein
JP29677898A 1998-10-19 1998-10-19 Method for monitoring underground buried pipeline facility Pending JP2000121740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29677898A JP2000121740A (en) 1998-10-19 1998-10-19 Method for monitoring underground buried pipeline facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29677898A JP2000121740A (en) 1998-10-19 1998-10-19 Method for monitoring underground buried pipeline facility

Publications (1)

Publication Number Publication Date
JP2000121740A true JP2000121740A (en) 2000-04-28

Family

ID=17838020

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29677898A Pending JP2000121740A (en) 1998-10-19 1998-10-19 Method for monitoring underground buried pipeline facility

Country Status (1)

Country Link
JP (1) JP2000121740A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6614354B2 (en) * 2001-03-02 2003-09-02 Gas Research Institute In-ground pipeline monitoring
JP2011064510A (en) * 2009-09-15 2011-03-31 Furukawa Electric Co Ltd:The Movement analyzer of cable
CN107452174A (en) * 2017-08-25 2017-12-08 国网山西省电力公司太原供电公司 A kind of anti-external force of underground electric pipe network destroys system
KR101987833B1 (en) * 2018-09-28 2019-09-30 한국가스안전공사 Warning device for damage of underground buried pipe and control method thereof
JP2021060243A (en) * 2019-10-04 2021-04-15 東京瓦斯株式会社 Monitoring system
US11053657B2 (en) * 2016-03-09 2021-07-06 Jürgen Buchstaller Manhole element
CN114428993A (en) * 2022-04-06 2022-05-03 山东高速德建建筑科技股份有限公司 BIM-based pipeline comprehensive arrangement method and system
CN115565347A (en) * 2022-10-24 2023-01-03 国网江苏省电力有限公司盐城供电分公司 Cable anti-digging alarm device
WO2023075509A1 (en) * 2021-10-28 2023-05-04 한국표준과학연구원 Third-party interference monitoring system and method
CN118705558A (en) * 2024-08-30 2024-09-27 杭州交大仪器设备有限公司 Gas pipeline detection system based on acoustic analysis

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6614354B2 (en) * 2001-03-02 2003-09-02 Gas Research Institute In-ground pipeline monitoring
JP2011064510A (en) * 2009-09-15 2011-03-31 Furukawa Electric Co Ltd:The Movement analyzer of cable
EP4083330A1 (en) * 2016-03-09 2022-11-02 Jürgen Buchstaller Shaft element
US11053657B2 (en) * 2016-03-09 2021-07-06 Jürgen Buchstaller Manhole element
CN107452174A (en) * 2017-08-25 2017-12-08 国网山西省电力公司太原供电公司 A kind of anti-external force of underground electric pipe network destroys system
KR101987833B1 (en) * 2018-09-28 2019-09-30 한국가스안전공사 Warning device for damage of underground buried pipe and control method thereof
JP2021060243A (en) * 2019-10-04 2021-04-15 東京瓦斯株式会社 Monitoring system
WO2023075509A1 (en) * 2021-10-28 2023-05-04 한국표준과학연구원 Third-party interference monitoring system and method
KR20230060909A (en) * 2021-10-28 2023-05-08 한국표준과학연구원 Systems and methods for monitoring third-party interference
KR102647597B1 (en) * 2021-10-28 2024-03-14 한국표준과학연구원 Systems and methods for monitoring third-party interference
CN114428993A (en) * 2022-04-06 2022-05-03 山东高速德建建筑科技股份有限公司 BIM-based pipeline comprehensive arrangement method and system
CN115565347A (en) * 2022-10-24 2023-01-03 国网江苏省电力有限公司盐城供电分公司 Cable anti-digging alarm device
CN118705558A (en) * 2024-08-30 2024-09-27 杭州交大仪器设备有限公司 Gas pipeline detection system based on acoustic analysis

Similar Documents

Publication Publication Date Title
WO2020116030A1 (en) Road monitoring system, road monitoring device, road monitoring method, and non-transitory computer-readable medium
EP0444200B1 (en) Piping abnormality monitoring apparatus
RU2642135C2 (en) Location indication
JP3520440B2 (en) Method of using the entire pipeline in underground objects and structures as a comprehensive crisis prediction warning sensor and a comprehensive crisis prediction disaster prevention monitoring system
US8013987B2 (en) Method and apparatus for fiber optic signature recognition
JP2000121740A (en) Method for monitoring underground buried pipeline facility
WO2020116032A1 (en) Road monitoring system, road monitoring device, road monitoring method, and non-transitory computer-readable medium
KR20110072101A (en) Leakage monitoring system of pipeline using sensor networks
JP2000097737A (en) Rock fall and collapse monitor system
US20190236477A1 (en) Fiber sensing on roadside applications
CN106764459A (en) Pipe network vibration prior-warning device, system and method
JP5761686B2 (en) PC cable breakage detection method for PC structures
CN212565339U (en) Natural gas long distance pipeline safety precaution system
JPH1164151A (en) System of detecting leakage in piping
JP7269785B2 (en) Monitoring system, monitoring method and monitoring program
CN112396810A (en) Power cable damage early warning method, device and system
KR101944690B1 (en) A monitoring system of water supply pipeline equipped with judgement function of cause of problem
US12078528B2 (en) Fiber sensing using supervisory path of submarine cables
WO2021245838A1 (en) Detection device and detection method
CN112923245B (en) Method for exploring leakage of water supply network
KR101103310B1 (en) System for managing buried pipe with damage sensing tape
JP7002356B2 (en) Management system
JPH0583876B2 (en)
WO2020116031A1 (en) Railroad monitoring system, railroad monitoring device, railroad monitoring method, and non-transitory computer-readable medium
US5841130A (en) System for monitoring strain in concrete structures