CN105466389A - A transformer substation foundation monitoring system - Google Patents

A transformer substation foundation monitoring system Download PDF

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Publication number
CN105466389A
CN105466389A CN201510806550.7A CN201510806550A CN105466389A CN 105466389 A CN105466389 A CN 105466389A CN 201510806550 A CN201510806550 A CN 201510806550A CN 105466389 A CN105466389 A CN 105466389A
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monitoring
data
monitoring point
sensor
point
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CN105466389B (en
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贾晓轻
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Hunan Anping Electric Power Construction Co ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/08Investigation of foundation soil in situ after finishing the foundation structure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/10Miscellaneous comprising sensor means

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Chemical & Material Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Soil Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)
  • Alarm Systems (AREA)
  • Remote Monitoring And Control Of Power-Distribution Networks (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

A transformer substation foundation monitoring system is provided. The system comprises a plurality of monitoring points, a plurality of sensing devices and a data monitoring server, wherein the monitoring points are respectively provided with the sensing devices, the sensing devices are used for monitoring foundation parameters of the monitoring points, are provided with wireless communication interfaces and can wirelessly transmit the foundation data of the monitoring points, the data monitoring server performs data analysis according to the received foundation data of the monitoring points and controls the monitoring parameters of the sensing devices according to analyzing results, and the sensing devices comprise sedimentation sensors fixed to the monitoring points. The system also comprises a mobile sensor shared by the monitoring points. The mobile sensor can move among the monitoring points. The data monitoring server triggers movement and monitoring of the mobile sensor according to analyzing results of sedimentation data of the monitoring points monitored by the sedimentation sensors.

Description

A kind of transformer substation foundation monitoring system
Technical field
The present invention relates to a kind of pilot system of foundation structure, especially relate to a kind of monitoring system of transformer substation foundation.
Background technology
Transformer station is electric power energy transmission and the important pivot of conversion, as the ingredient of whole power transmission and transformation system, carries the vital role formed a connecting link.The usual addressing of past transformer station in the higher area of physical features, to reduce amount of fill.Along with the development of economic society.Land resource reduces day by day, and transformer station also has to build the area that should not build a station in.
For the newly-built transformer station being in back filled region, all can there is sedimentation in various degree after going through the time test in rainy season, dry season in ground.The amplitude of sedimentation changes according to the characteristic of soil, the quality of design and construction, the size of carrying and natural climate situation of change.If think little of these problems, may cause toppling of electrical equipment, cause a serious accident, bring great inconvenience to operation maintenance, even impact is normal runs.
Therefore, strengthen the monitoring of transformer station's ground, Timeliness coverage settlement of foundation hidden danger, reduce the transformation facility damage because settlement of foundation causes, guarantee that power system safety and stability runs, become current problem in the urgent need to address.
In prior art, monitoring method for transformer substation foundation adopts geometric leveling method, in the main monitoring point of transformer station's structures, settlement observation staff is installed, by survey crew periodical inspection, optical level or electronic level and levelling pole is used to complete each settlement point level high measurement.Tradition measurement of the level advantage is that precision is high, reliability is strong; Advantage of lower cost.But monitoring substation sedimentation is a long-term process, need a large amount of data as support, use surveying instrument image data iff dependence is artificial, not only take time and effort, and easily receive environmental influence.
201220167119.4 the patent with 201410192810.1 individually discloses the system and method that transformer substation foundation is monitored automatically, but multiple monitoring parameter is also existed simultaneously for the monitoring point of ground, if monitored for these monitoring parameters simultaneously, then monitoring parameter is too much, and also heavier for system burden; Further, for multiple monitoring point, if all arrange fixing sensor, then higher cost is needed.
Summary of the invention
The invention provides a kind of transformer substation monitoring system and method, the above-mentioned defect of prior art can be overcome.
As one aspect of the present invention, provide a kind of transformer substation foundation monitoring system, comprising: multiple monitoring point, described multiple monitoring point arranges sensing device respectively; Multiple sensing device, arrange corresponding to described multiple monitoring point, for monitoring the underlying parameter of each monitoring point, described sensing device arranges wireless communication interface, the underlying parameter of each monitoring point can be carried out Wireless transceiver; Data monitoring service device, described data monitoring service device carries out data analysis according to the underlying parameter of each monitoring point received, and controls according to the monitoring parameter of analysis result for each sensing device; Described sensing device comprises the settlement sensor being fixed on monitoring point; Also comprise the movable sensor that each monitoring point shares, described movable sensor can move between each monitoring point, and the analysis result of the settlement values of each monitoring point that described data monitoring service device is monitored according to described settlement sensor triggers movement and the monitoring of described movable sensor.
Preferably, described movable sensor comprises horizontal angle sensor; Described sensing device also comprises the settlement sensor being fixed on monitoring point, soil pressure sensor, support column load-bearing monitor sensor and temperature sensor.
Preferably, data transmission is carried out by wireless networks such as Zigbee, GPRS or CDMA between described sensing device and described data monitoring service device.
Preferably, when described data monitoring monitoring server is abnormal to the settling data of specific monitoring point, triggers described movable sensor and move to this specific monitoring point this specific monitoring point is monitored.
Preferably, also comprise data-storage system, described data-storage system stores the positional information of each monitoring point, when the Monitoring Data of multiple monitoring point is abnormal, described data monitoring server reads the positional information of the plurality of monitoring point in described data-storage system, set the mobile route of described movable sensor according to this positional information, make this mobile route be the shortest in all possible paths.
Preferably, after described data monitoring service device receives the settlement values of all monitoring points, calculate arithmetic mean and the mean square deviation of the settlement values of all monitoring points, the shift value of each monitoring point settlement values and described arithmetic mean is gone out according to this algorithm mean value calculation, when the absolute value of described monitoring point shift value is greater than the M times of described mean square deviation, judge that the settlement values of this monitoring point is abnormal.
Preferably, after described data monitoring service device data monitoring service device receives the settlement values of all monitoring points, calculate this settlement values of all monitoring points and the difference S of last settlement values, and calculate arithmetic mean S1 and the mean square deviation △ S of this difference, thus calculate the difference skew S-S1 of each monitoring point, when the absolute value of S-S1 is greater than the M times of △ S, M be greater than 2 integer, judge that the settlement values of this monitoring point is abnormal.
Preferably, after described data monitoring service device data monitoring service device receives the settlement values of all monitoring points, calculate this settlement values of all monitoring points and this monitor before the difference S of settlement values that monitors for the K time, described K be greater than 2 integer, and calculate arithmetic mean S1 and the mean square deviation △ S of this difference, thus calculate the difference skew S-S1 of each monitoring point, when the absolute value of S-S1 is greater than the M times of △ S, judge that the settlement values of this monitoring point is abnormal.
Preferably, described settlement sensor does not arrange reference point, when installing settlement sensor, will be decided to be reference value by measured value first, and being set to zero; The numerical value of later single measurement and the difference of this reference value are as settlement values.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of transformer substation monitoring system of the present invention.
Embodiment
In order to be illustrated more clearly in technical scheme of the present invention, below use embodiment is introduced simply to the present invention, apparently, in the following describes is only one embodiment of the present of invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other technical scheme can also be obtained according to these embodiments, also belong to open scope of the present invention.
Transformer substation foundation monitoring system of the present invention, as shown in Figure 1, comprises multiple monitoring point, movable sensor, wireless network, data monitoring service device and data storage server.Wherein, each multiple monitoring point arranges fixing sensing device respectively, for monitoring the underlying parameter of each monitoring point.Fixing sensing device comprises settlement sensor, soil pressure sensor, support column load-bearing monitor sensor and temperature sensor.Wherein, settlement sensor, for monitoring the settling data of monitoring point, can arrange observation stake in monitoring point, uses displacement transducer to monitor this observation stake, thus obtains the settling data of this reference point.Soil pressure sensor, support column load-bearing monitor sensor and temperature sensor can use pressure transducer well known in the prior art and temperature sensor.
Movable sensor is the sensor that each monitoring point shares, and it can move between each monitoring point according to instruction, thus reduces the cost arranging sensor in each monitoring point.The measurement parameter of this movable sensor is measurable parameter for not needing setting to be arranged on below basis, such as, measure the horizontal angle sensor etc. that level angle uses.
Be provided with wireless communication interface in fixing sensing device and movable sensor, the underlying parameter of each monitoring point can be sent to data monitoring service device by wireless network, by also can be received the operational order of data monitoring service device by wireless network.Known cordless communication network such as the wireless networks such as Zigbee, GPRS or CDMA can be used to carry out data transmission.
Data monitoring service device carries out data analysis according to the underlying parameter of each monitoring point received, and controls according to the monitoring parameter of analysis result for each sensing device.In Basic monitoring, settling data is the final factor affecting substation equipment, and remaining monitoring parameter is for auxiliary monitoring.Therefore, in monitoring system of the present invention eventually, use the abnormal data of settlement sensor as the condition triggering other Sensor monitorings.The settlement sensor that data monitoring service device controls each monitoring point uses the first monitoring periods monitoring, and in real time the settlement values monitored is sent to data monitoring service device by wireless network.
The underlying parameter of data monitoring service device to each monitoring point received carries out data analysis, when the settling data monitoring single monitoring point is abnormal, settlement sensor for the specific monitoring point of settlement values exception uses to be different from monitors the second round of period 1, and this second round is less than the period 1.Meanwhile, data monitoring service device triggers described movable sensor and moves to this specific monitoring point and monitor for this specific monitoring point.
Preferably, transformer substation foundation monitoring system of the present invention also comprises data-storage system, it stores the positional information of each monitoring point, when the Monitoring Data of multiple monitoring point is abnormal, data monitoring server reads the positional information of the plurality of monitoring point in data-storage system, according to the mobile route of this positional information setting movable sensor, this mobile route is made to be the shortest in all possible paths.
The settlement of foundation of transformer station is divided into uniform settling and non-uniform settling.In general, ground produces uniform settling, can not cause additional internal stress, can not cause large harm, but then should cause enough attention to uneven settlement of foundation to electrical equipment itself.When non-uniform settling exceed bear limit time, just can produce the cracking of electrical equipment, tilt even collapse, jeopardize safety.Therefore, the settlement sensor of the application does not arrange reference point, when installing settlement sensor, will be decided to be reference value by measured value first, and being set to zero; The numerical value of later single measurement and the difference of this reference value are as settlement values; By analyzing the bulk settling data analysis of each monitoring point, determine the ground of non-uniform settling exception.
After data monitoring service device receives the settlement values of all monitoring points, calculate arithmetic mean and the mean square deviation of the settlement values of all monitoring points, the shift value of each monitoring point settlement values and described arithmetic mean is gone out according to this algorithm mean value calculation, when the absolute value of described monitoring point shift value is greater than the M times of described mean square deviation, M be greater than 2 integer, judge that the settlement values of this monitoring point is abnormal.
Sedimentation value, when exceeding threshold value, can react this monitoring point sedimentation excessively, may produce risk.But, when monitoring sedimentation value and exceeding threshold value, harm can be produced.Preferably, after data monitoring service device receives the settlement values of all monitoring points, calculate this settlement values of all monitoring points and the difference S of last settlement values, and calculate arithmetic mean S1 and the mean square deviation △ S of this difference, thus calculate the difference skew S-S1 of each monitoring point, when the absolute value of S-S1 is greater than the M times of △ S, judge that the settlement values of this monitoring point is abnormal.Preferred further, after described data monitoring service device data monitoring service device receives the settlement values of all monitoring points, calculate this settlement values of all monitoring points and this monitor before the difference S of settlement values that monitors for the K time, described K be greater than 2 integer, and calculate arithmetic mean S1 and the mean square deviation △ S of this difference, thus calculate the difference skew S-S1 of each monitoring point, when the absolute value of S-S1 is greater than the M times of △ S, judge that the settlement values of this monitoring point is abnormal.
The above embodiment only have expressed the specific embodiment of the present invention, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that for the person of ordinary skill of the art, without departing from the inventive concept of the premise, can also make some distortion and improvement, these all belong to protection scope of the present invention.

Claims (4)

1. a transformer substation foundation monitoring system, comprising: multiple monitoring point, and described multiple monitoring point arranges sensing device respectively; Multiple sensing device, arrange corresponding to described multiple monitoring point, for monitoring the underlying parameter of each monitoring point, described sensing device arranges wireless communication interface, the underlying parameter of each monitoring point can be carried out Wireless transceiver; Data monitoring service device, described data monitoring service device carries out data analysis according to the underlying parameter of each monitoring point received, and controls according to the monitoring parameter of analysis result for each sensing device; Described sensing device comprises the settlement sensor being fixed on monitoring point; It is characterized in that: also comprise the movable sensor that each monitoring point shares, described movable sensor can move between each monitoring point, and the analysis result of the settlement values of each monitoring point that described data monitoring service device is monitored according to described settlement sensor triggers movement and the monitoring of described movable sensor.
2. monitoring system according to claim 1, is characterized in that: described movable sensor comprises horizontal angle sensor.
3. monitoring system according to claim 2, is characterized in that: when described data monitoring monitoring server is abnormal to the settling data of specific monitoring point, triggers described movable sensor and moves to this specific monitoring point and monitor for this specific monitoring point.
4. supervisory system according to claim 3, it is characterized in that: also comprise data-storage system, described data-storage system stores the positional information of each monitoring point, when the Monitoring Data of multiple monitoring point is abnormal, described data monitoring server reads the positional information of the plurality of monitoring point in described data-storage system, set the mobile route of described movable sensor according to this positional information, make this mobile route be the shortest in all possible paths.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106052640A (en) * 2016-08-04 2016-10-26 郑州铁路局科学技术研究所 AliCloud-based on-line monitoring method and system for high-speed rail bridge settlement
CN106546219A (en) * 2016-12-06 2017-03-29 国网山东省电力公司鄄城县供电公司 Electrical substation monitoring device, method and system
CN109186543A (en) * 2018-10-29 2019-01-11 国网新疆电力有限公司昌吉供电公司 For the sedimentation of monitoring device basic foundation and the monitoring system of gradient

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109883388B (en) * 2019-03-21 2021-03-02 华思(广州)测控科技有限公司 Real-time early warning and monitoring system and monitoring method for settlement deformation of road and bridge

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005331242A (en) * 2004-05-18 2005-12-02 Taisei Corp Settlement measuring method for road surfaces
KR20100041996A (en) * 2008-10-15 2010-04-23 박종진 Apparatus and method for measuring ground settlement of whole section
CN103374930A (en) * 2012-04-18 2013-10-30 国家电网公司 Substation monitoring system and method
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system
CN104142137A (en) * 2013-09-13 2014-11-12 同济大学 Tunnel longitudinal settlement monitoring method and device based on wireless tilt sensor

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3238277B2 (en) * 1994-04-20 2001-12-10 カヤバ工業株式会社 Method and apparatus for measuring differential settlement amount of structures
FR2901291B1 (en) * 2007-07-06 2020-10-09 Soc Du Canal De Provence Et Damenagement De La Region Provencale DEVICE FOR MEASURING THE SETTLEMENT OF SOIL SUPPORTING A CONSTRUCTION
CN101787711A (en) * 2009-01-23 2010-07-28 北京益路安技术开发有限公司 Wireless settlement sensor and method for measuring settlement values
CN202255368U (en) * 2011-08-24 2012-05-30 付梓修 Integrated system for measuring non-uniform settlement of building foundation
CN107401190A (en) * 2015-10-26 2017-11-28 钱小英 A kind of transformer substation monitoring system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005331242A (en) * 2004-05-18 2005-12-02 Taisei Corp Settlement measuring method for road surfaces
KR20100041996A (en) * 2008-10-15 2010-04-23 박종진 Apparatus and method for measuring ground settlement of whole section
CN103374930A (en) * 2012-04-18 2013-10-30 国家电网公司 Substation monitoring system and method
CN104142137A (en) * 2013-09-13 2014-11-12 同济大学 Tunnel longitudinal settlement monitoring method and device based on wireless tilt sensor
CN103542835A (en) * 2013-10-22 2014-01-29 国家电网公司 Foundation settlement monitoring system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106052640A (en) * 2016-08-04 2016-10-26 郑州铁路局科学技术研究所 AliCloud-based on-line monitoring method and system for high-speed rail bridge settlement
CN106546219A (en) * 2016-12-06 2017-03-29 国网山东省电力公司鄄城县供电公司 Electrical substation monitoring device, method and system
CN109186543A (en) * 2018-10-29 2019-01-11 国网新疆电力有限公司昌吉供电公司 For the sedimentation of monitoring device basic foundation and the monitoring system of gradient

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CN107905204A (en) 2018-04-13
CN107905204B (en) 2020-05-15

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