CN203479298U - High voltage transmission tower monitoring system - Google Patents
High voltage transmission tower monitoring system Download PDFInfo
- Publication number
- CN203479298U CN203479298U CN201320597480.5U CN201320597480U CN203479298U CN 203479298 U CN203479298 U CN 203479298U CN 201320597480 U CN201320597480 U CN 201320597480U CN 203479298 U CN203479298 U CN 203479298U
- Authority
- CN
- China
- Prior art keywords
- shaft tower
- tower monitoring
- data
- monitoring data
- control center
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Emergency Alarm Devices (AREA)
Abstract
The utility model discloses a high voltage transmission tower monitoring system. The system comprises a plurality of tower monitoring terminals and a control center (1) in wireless communication with the tower monitoring terminals. The plurality of tower monitoring terminals are all used for receiving a sampling instruction of the control center (1) and acquiring tower monitoring data which represent a geological condition of a tower foundation section of the tower, and processing the tower monitoring data and then transmitting to the control center (1). The control center (1) is used for sending the sampling instruction to the plurality of tower monitoring terminals at fixed times and receiving a plurality of groups of tower monitoring data acquired by the plurality of tower monitoring terminals, comparing the monitoring parameters of each group of tower monitoring data with corresponding reference parameters in stored reference data one by one, and executing corresponding operations according to comparative results. Due to the adoption of the high voltage transmission tower, the fully automatic online monitoring of the tower can be realized, and the monitoring results are accurate and reliable.
Description
Technical field
The utility model relates to shaft tower monitoring technical field, more particularly, relates to a kind of high-voltage power transmission tower monitoring system.
Background technology
Along with the quickening of high voltage power transmission power grid construction progress, the quantity of high-voltage power transmission tower increases year by year.Because increasing high-voltage power transmission tower addressing is in area occurred frequently, landslide, may there are various potential safety hazards in the construction place of these high-voltage power transmission towers.At present, geologic hazard is day by day serious to the security implication of shaft tower, and the shaft tower collapse accident being caused by landslide is of common occurrence.In the prior art, the maintenance measure of shaft tower is laid particular emphasis on to how to prevent artificial destruction and impact, and ignored the safety effects of shaft tower physical environment of living in to shaft tower.How to develop a kind of by shaft tower physical environment of living in being monitored and then the security of shaft tower being assessed and the system of early warning has become problem demanding prompt solution.
Utility model content
The technical problems to be solved in the utility model is, for the above-mentioned defect of prior art, provides a kind of high-voltage power transmission tower monitoring system.
The utility model solves the technical scheme that its technical matters adopts: construct a kind of high-voltage power transmission tower monitoring system, described system comprises a plurality of shaft tower monitoring terminals, and sets up the control center of radio communication with described a plurality of shaft tower monitoring terminals; Described each shaft tower monitoring terminal is for when receiving the sampling instruction of described control center, gather the shaft tower Monitoring Data of the geological state in the column foot location that characterizes corresponding with it shaft tower, and send to described control center after this shaft tower Monitoring Data is processed; Described control center is for regularly sending sampling instruction to described a plurality of shaft tower monitoring terminals, and for receiving the many groups shaft tower Monitoring Data being gathered by described a plurality of shaft tower monitoring terminals, each is organized to basic parameter corresponding in each monitoring parameter of shaft tower Monitoring Data and the reference data of its storage and compare one by one, and carry out corresponding operating according to comparative result.
In the above-mentioned high-voltage power transmission tower monitoring system of the utility model, described each shaft tower monitoring terminal includes for gathering the acquisition module of shaft tower Monitoring Data of the geological state in the column foot location that characterizes shaft tower to be measured, for carry out the first communication module of data transmission between described shaft tower monitoring terminal and described control center, be electrically connected to described acquisition module and described first communication module, while being used for receiving by described first communication module the sampled signal of being sent by described control center, control described acquisition module and carry out the sampling operation of shaft tower Monitoring Data, and after being compressed, the shaft tower Monitoring Data of collection transfers to a CPU of described control center by described first communication module, be electrically connected to a described CPU, for storing the first memory module of described shaft tower Monitoring Data.
In the above-mentioned high-voltage power transmission tower monitoring system of the utility model, described acquisition module comprises for detection of the slant angle sensor at the angle of inclination in the column foot location of corresponding with it shaft tower to be measured, for detection of the level sensor of the underground water table in the column foot location of corresponding with it shaft tower to be measured, for detection of the GPS unit of the geographic orientation of shaft tower to be measured and for obtaining the shooting module of the video data of shaft tower to be measured and surrounding environment thereof.
In the above-mentioned high-voltage power transmission tower monitoring system of the utility model, described control center comprises for receiving the second communication module of many groups shaft tower Monitoring Data of being transmitted by described first communication module, for storing shaft tower reference data and the second memory module of the first sampling interval time that comprises shaft tower benchmark pitch angle and shaft tower benchmark underground water table, for the timing module that starts timing when described shaft tower monitoring terminal stops sampling operation, with described second communication module, described timing module and described the second memory module are electrically connected to, for the timing time when described timing module, reach described the first sampling interval and to shaft tower monitoring terminal, send sampling instruction during the time, and for the monitoring parameter basic parameter corresponding with described reference data of each group shaft tower Monitoring Data of described many group shaft tower Monitoring Data compared one by one, according to comparative result, carry out the 2nd CPU of corresponding operating.
In the above-mentioned high-voltage power transmission tower monitoring system of the utility model, described the second memory module also stores and comprises the first shaft tower pitch angle threshold value, the first underground water table threshold value, the second shaft tower pitch angle threshold value, the shaft tower early warning data of the second underground water table threshold value and the second sampling interval time, described control center also comprises the display screen being electrically connected to described the 2nd CPU, LED warning light and alarm buzzer, described the 2nd CPU is also interval for judging that the shaft tower pitch angle of one group of shaft tower Monitoring Data is positioned at the shaft tower degree of tilt early warning that described shaft tower benchmark pitch angle and described the first shaft tower pitch angle threshold value form, and/or the underground water place value that judges this group shaft tower Monitoring Data is positioned at shaft tower underground water table early warning that described benchmark underground water table and described the first underground water table threshold value form when interval, the landslide early warning information that shows the shaft tower corresponding with this group shaft tower Monitoring Data by described display screen, and by the sampling interval time of shaft tower monitoring terminal by described the first sampling interval time-switching to described the second sampling interval time, and for judging that the shaft tower pitch angle of one group of shaft tower Monitoring Data is positioned between the shaft tower degree of tilt zone of alarm that described the first shaft tower pitch angle threshold value and described the first shaft tower pitch angle threshold value form, and/or the underground water place value that judges this group shaft tower Monitoring Data is while being positioned between the shaft tower underground water table zone of alarm that described the second underground water table threshold value and the second underground water table threshold value form, control described LED warning light and send blinking light, and control described alarm buzzer and send default alarm voice.
In the above-mentioned high-voltage power transmission tower monitoring system of the utility model, described the first sampling interval time is greater than described the second sampling interval time.
Implement the utility model high-voltage power transmission tower monitoring system, there is following beneficial effect: 1) the utility model high-voltage power transmission tower monitoring system is comparing shaft tower Monitoring Data and shaft tower reference data and shaft tower early warning data and analyze, obtain after the conclusion in location that the shaft tower corresponding with this shaft tower Monitoring Data be positioned at high risk of landslip, control the shaft tower monitoring terminal corresponding with this shaft tower and take shaft tower video data, this shaft tower video data is back to control center, operating personnel for control center do further risk assessment to the geological state in the column foot location of this shaft tower.By the use of the utility model high-voltage power transmission tower monitoring system, operating personnel are without coming to the accurate assessment that can realize the geological state in the column foot location for the treatment of measuring staff tower under the prerequisite at shaft tower scene personally; 2) after the utility model high-voltage power transmission tower monitoring system judges that by control center shaft tower to be measured is dangerous shaft tower, showing the screen display alert icon corresponding with the geographic position of shaft tower and the danger classes of shaft tower, and to operating personnel, send early warning signal by LED warning light and alarm buzzer, for operating personnel take near personnel's the evacuation measure column foot reinforcement measure of shaft tower or shaft tower, win the valuable time, and avoided to a certain extent the casualty accident of the personnel generation of shaft tower collapse accident and shaft tower near; 3) each shaft tower monitoring terminal of the utility model high-voltage power transmission tower monitoring system is all equipped with solar cell and accumulator, and shaft tower monitoring terminal can switch between solar cell for supplying power pattern and storage battery power supply pattern.When the utility model shaft tower monitoring terminal starts work by day, this shaft tower monitoring terminal switches to solar cell for supplying power pattern by storage battery power supply pattern, by this solar cell for supplying power and accumulator is charged.When the utility model shaft tower monitoring terminal starts work at night, this shaft tower monitoring terminal switches to storage battery power supply pattern by solar powered pattern, by this storage battery power supply.The utility model high-voltage power transmission tower monitoring system can realize the continuous on-line monitoring of the geological state in the column foot location for the treatment of measuring staff tower.The column foot location that judges shaft tower to be measured when the utility model control center is during in safe location, automatically shorten the sampling interval time of the shaft tower monitoring terminal corresponding with this shaft tower, thereby the energy consumption of having saved shaft tower monitoring terminal under the prerequisite of Geological assessment result in column foot location that does not affect shaft tower, the development trend of having catered to energy-saving and emission-reduction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the structural representation of the high-voltage power transmission tower monitoring system that provides of the utility model preferred embodiment;
Fig. 2 is the structural representation of the shaft tower monitoring terminal of the high-voltage power transmission tower monitoring system shown in Fig. 1;
Fig. 3 is the structural representation of the acquisition module of the shaft tower monitoring terminal shown in Fig. 2;
Fig. 4 is the structural representation of the control center of the high-voltage power transmission tower monitoring system shown in Fig. 1;
Fig. 5 is the fundamental diagram of the high-voltage power transmission tower monitoring system shown in Fig. 1.
Embodiment
In order to make the purpose of this utility model clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figure 1, the utility model high-voltage power transmission tower monitoring system comprises and shaft tower to be measured a plurality of shaft tower monitoring terminals one to one, and sets up the control center 1 of radio communication with the plurality of shaft tower monitoring terminal.Each shaft tower monitoring terminal is all for receiving the sampling instruction of being sent by control center 1, gathers the shaft tower Monitoring Data in the column foot location of corresponding with it shaft tower to be measured, and by the shaft tower Monitoring Data gathering by wireless network transmissions to control center 1.Control center 1 is for regularly sending sampling instruction and receive the many groups shaft tower Monitoring Data being gathered by the plurality of shaft tower monitoring terminal to the plurality of shaft tower monitoring terminal, by the monitoring parameter of each group shaft tower Monitoring Data of this many groups shaft tower Monitoring Data and its storage for the column foot location that judges shaft tower to be measured whether the basic parameter of the shaft tower reference data in safe location compare one by one, and carry out accordingly and operate according to comparative result.User can be placed in this shaft tower monitoring terminal below the stratum in the tower body position of shaft tower to be measured or the column foot location of shaft tower to be measured.This control center 1 can be arranged at away from the region of shaft tower to be measured and with shaft tower monitoring terminal and carry out data transmission by cordless communication network (comprising cdma network, WCDMA network, GPRS network and GSM network).
As shown in Figure 2, each shaft tower monitoring terminal includes for gathering the acquisition module 2 of shaft tower Monitoring Data of the geological state in the column foot location that characterizes shaft tower to be measured, for carry out the first communication module 4 of data transmission between shaft tower monitoring terminal and control center 1, and be electrically connected to this acquisition module 2 and this first communication module 4, while being used for receiving the sampling instruction of control center 1 by this first communication module 4, control this acquisition module 2 and gather shaft tower Monitoring Data, the shaft tower Monitoring Data gathering is compressed and the processing of packing, and by this first communication module 4, the shaft tower Monitoring Data of this processing is transferred to a CPU3 of control center 1 by cordless communication network.
As shown in Figure 3, this acquisition module 2 comprise for measure shaft tower to be measured column foot location angle of inclination slant angle sensor 5, for measure shaft tower to be measured column foot location underground water table level sensor 6, for obtaining the shooting module 7 of shaft tower to be measured and video data around thereof and for measuring the geographic orientation of shaft tower to be measured, the GPS unit positioning to treat measuring staff tower.The angle of inclination in column foot location that each group shaft tower Monitoring Data includes corresponding with it shaft tower to be measured is, the underground water place value in the column foot location of shaft tower to be measured and the geographic position data of shaft tower to be measured.
As shown in Figure 4, control center 1 comprises for carrying out the second communication module 9 of radio communication with a plurality of shaft tower monitoring terminals, for start the timing module 12 of timing when the plurality of shaft tower monitoring terminal stops the acquisition operations of shaft tower Monitoring Data, for storage-pole tower reference data, shaft tower early warning data, the second memory module 11 of the first sampling interval time T 1 and the second sampling interval time T 2, with this timing module 12, the second memory module 11 and second communication module 9 are electrically connected to, for send sampling instruction when the timing time of this timing module 12 reaches the first sampling interval time T 1, and for receive many group shaft tower Monitoring Data by this second communication module 9, each group shaft tower the Monitoring Data monitoring parameter comprising and the landslide early-warning parameters that is stored in the second memory module 11 that this second communication module 9 is received compare one by one, and according to the 2nd CPU10 of comparative result execution corresponding operating.
Wherein, this first communication module 4 and second communication module 9 can be existing wireless signal transceivers.This control center 1 can be database server.This slant angle sensor 5 can be existing tiltmeter.This GPS unit 8 can be existing GPS positioning chip.This shooting module 7 can be the camera of integrated HD video recording function.
This shaft tower reference data comprises shaft tower benchmark pitch angle ω 0 and shaft tower benchmark underground water table h0, and these shaft tower early warning data comprise the first shaft tower pitch angle threshold value ω 1, the first underground water table threshold value h1, the first shaft tower pitch angle threshold value ω 2, the first underground water table threshold value h2.This shaft tower reference data is for judging whether the column foot location of shaft tower to be measured is positioned at safe location.The first shaft tower pitch angle threshold value ω 1 of these shaft tower early warning data and the first underground water table threshold value h1 are for judging whether the column foot location of shaft tower to be measured is positioned at the location with low risk of landslip.The first shaft tower pitch angle threshold value ω 2 of these shaft tower early warning data and the first underground water table threshold value h2 are for judging whether the column foot location of shaft tower to be measured is positioned at the location with high risk of landslip.The sampling interval time of shaft tower monitoring terminal under low-power consumption mode is the first sampling interval time T 1.The sampling interval time of shaft tower monitoring terminal under high power consumption mode is the second sampling interval time T 2.And the first sampling interval time T 1 is less than the second sampling interval time T 2.
This control center 1 also comprises LED warning light 14, display screen 13 and the alarm buzzer 15 being electrically connected to the 2nd CPU10.The 2nd CPU10 is also for comparing the monitoring parameter value of each group shaft tower Monitoring Data of this many groups shaft tower Monitoring Data and the reference parameter value of shaft tower reference data and the early-warning parameters value of shaft tower early warning data one by one.When the shaft tower angle of inclination of the above-mentioned any one group of shaft tower Monitoring Data of the 2nd CPU10 judgement is positioned at the early warning interval, shaft tower pitch angle that shaft tower benchmark pitch angle ω 0 and the first shaft tower pitch angle threshold value ω 1 form, and/or the shaft tower underground water place value that judges this group shaft tower Monitoring Data is positioned at shaft tower underground water table early warning that shaft tower benchmark underground water table h0 and the first underground water table threshold value h1 form when interval, by display screen 13, show the landslide early warning information of organizing the column foot location of shaft tower corresponding to shaft tower Monitoring Data with this.When the shaft tower angle of inclination of the above-mentioned any one group of shaft tower Monitoring Data of the 2nd CPU10 judgement is positioned at the early warning interval, shaft tower pitch angle that the first shaft tower pitch angle threshold value ω 1 and the first shaft tower pitch angle threshold value ω 2 form, and/or the shaft tower underground water place value that judges this group shaft tower Monitoring Data is while being positioned between the shaft tower underground water table zone of alarm that the first underground water table threshold value h1 and the first underground water table threshold value h2 form, by LED warning light 14, send the light of flicker, by alarm buzzer 15, send alarm voice simultaneously, to remind the operating personnel of control center 1 to take column foot maintenance measure or evacuating personnel measure.
In preferred embodiments of the present utility model, for guaranteeing the measuring accuracy of pitch angle data in the column foot location of shaft tower, can on the stratum in the column foot location of each shaft tower to be measured, down hole by professional boring apparatus 5 meters dark, boring is inserted in pvc pipe road, and two slant angle sensors 5 and a level sensor 6 are installed on each pvc pipe road.Take the tower top position that module 7 is installed on shaft tower to be measured.
In the geology monitoring system in the column foot location of the utility model shaft tower, after in the shaft tower reference data that the monitoring parameter value of each group shaft tower Monitoring Data second communication module 9 being received as control center 1 prestores with it and shaft tower early warning data, corresponding parameter value compares one by one and analyzes, the column foot location that obtains shaft tower n to be measured is positioned at the conclusion in low risk of landslip location, Ze Gai control center 1 foreshortens to the second sampling interval time T 2 by the sampling interval time of the shaft tower monitoring terminal n corresponding with this shaft tower n by the first sampling interval time T 1, to improve the sample frequency of the acquisition module 2 of this shaft tower monitoring terminal n, obtain the geological analysis result in column foot location more accurately.
After Ru Gai control center 1 prestores the monitoring parameter value of above-mentioned each group shaft tower Monitoring Data shaft tower reference data with it and the related parameter values of shaft tower early warning data compare one by one and analyze, the column foot location that obtains shaft tower n to be measured is positioned at the conclusion in the location of high risk of landslip, Ze Gai control center 1 sends video record instruction by the 2nd CPU10 to the shaft tower monitoring terminal n corresponding with this shaft tower n, makes this shaft tower monitoring terminal n control shooting module 7 by a CPU3 and takes this shaft tower n and video around thereof.This shaft tower monitoring terminal n is back to control center 1 by the video data obtaining by first communication module 4 again, so that the operating personnel of control center 1 precisely assess the geological state in the column foot location of this shaft tower n according to the shaft tower live video data of this passback and in conjunction with the Monitoring Data of this shaft tower n, and take column foot reinforcement measure or evacuating personnel measure according to assessment result, to avoid the generation of collapse accident or the personnel casualty accidents that collapses and caused of this shaft tower n of this shaft tower n.
Preferred embodiments of the present utility model will take below as example, the principle of work of the utility model high-voltage power transmission tower monitoring system will be described further:
As shown in Figure 5, in step S100, the shaft tower that user opens control center 1 arranges safely option, enters shaft tower benchmark monitoring parameter option shaft tower benchmark pitch angle ω 0 and shaft tower benchmark underground water table h0 are set.User completes after arranging of shaft tower benchmark monitoring parameter, enters shaft tower landslide early warning and monitoring parameter options the first shaft tower pitch angle threshold value ω 1, the first shaft tower pitch angle threshold value ω 2, the first underground water table threshold value h1 and the first underground water table threshold value h2 are set.User completes after arranging of shaft tower landslide early warning and monitoring parameter, enter the shaft tower monitoring terminal that shaft tower arranges safely option option is set, the sampling interval time option that option is set at this shaft tower monitoring terminal arranges the first sampling interval time T 1 and the second sampling interval time T 2.User completes after arranging of above-mentioned sampling interval time, open the sub-option of early warning icon that shaft tower monitoring terminal arranges option, the shape of early warning icon is set to pentagram, and warning level is set to danger, and the early warning Icon Color corresponding with this warning level is set to yellow.User enters the sub-option of early warning icon after keeping arranging again, and warning level is set to be in extreme danger, and the early warning Icon Color corresponding with this warning level is set to redness.In preferred embodiments of the present utility model, user is set to respectively 5 °, 25 ° and 45 ° by shaft tower benchmark pitch angle ω 0, the first shaft tower pitch angle threshold value ω 1, the first shaft tower pitch angle threshold value ω 2, by underground 30 meters of shaft tower benchmark underground water table h0, the first underground water table threshold value h1 and the first be set to respectively-30M(of underground water table threshold value h2), underground 20 meters of-20M() and-underground 15 meters of 15M(), the first sampling interval time T 1 and the second sampling interval time T 2 are set to respectively to 60min and 30min.
In step S200 Zhong， control center 1, take the first sampling interval time T 1 of user preset is one-period.When the timing time of control center 1 judgement timing module 12 reaches 60min, by second communication module 9 to a plurality of shaft tower monitoring terminals of radio communication send shaft tower Monitoring Data with it sampling instruction.
In step S300, shaft tower monitoring terminal n receives by first communication module 4 after the sampling instruction of control center 1, by a CPU3, to sampling module, sends sampling control signal.The shaft tower Monitoring Data of the geological state in the column foot location of the sign shaft tower n to be measured of this sampling module collection comprise the angle of inclination data of the column foot of shaft tower n, the underground water table data in the column foot location of shaft tower n, the geographic orientation data of shaft tower n, shaft tower n and video data around thereof.Shaft tower monitoring terminal n completes after the acquisition operations of shaft tower Monitoring Data by acquisition module 2, first by a CPU3, the shaft tower Monitoring Data of this collection is carried out to decompress(ion) and packing is processed, then the shaft tower Monitoring Data of further by first communication module 4, this packing being processed by wireless network transmissions to control center 1.
In step S400, control center 1 first receives by second communication module 9 the many groups shaft tower Monitoring Data that is gathered and transmit by a plurality of shaft tower monitoring terminals, then by the 2nd CPU10, each of this second communication module 9 receptions is organized to the monitoring parameter of shaft tower Monitoring Data and the basic parameter of shaft tower reference data and the early-warning parameters of shaft tower early warning data that the second memory module 11 is stored compare one by one.
In step S500, the basic parameter of the shaft tower reference data that the monitoring parameter that the 2nd CPU10 comprises shaft tower Monitoring Data and the second memory module 11 are stored and the early-warning parameters of shaft tower early warning data compare one by one and analyze.The 2nd CPU10 judges that shaft tower angle of inclination that wherein one group of shaft tower Monitoring Data of this many groups shaft tower Monitoring Data comprises is less than in shaft tower reference data corresponding with it shaft tower benchmark pitch angle ω 0, and/or judges that shaft tower underground water place value that this group shaft tower Monitoring Data comprises is less than in this shaft tower reference data the benchmark underground water table h0 of correspondence with it.
In step S600, the column foot location that the 2nd CPU10 obtains the shaft tower corresponding with this group shaft tower Monitoring Data is positioned at the conclusion in safe location (without risk of landslip location), and the warning level of determining this shaft tower is safety.The shaft tower monitoring terminal corresponding with this group shaft tower Monitoring Data receives the sampling instruction of being sent by control center 1 every the first sampling interval time T 1, gather one group of shaft tower Monitoring Data, and the shaft tower Monitoring Data of this collection is compressed and packed after processing and transfer to control center 1 by first communication module 4.
In step S500, it is interval that the 2nd CPU10 judges that shaft tower angle of inclination that wherein one group of shaft tower Monitoring Data of this many groups shaft tower Monitoring Data comprises is positioned at the shaft tower pitch angle early warning that shaft tower benchmark pitch angle ω 0 and the first shaft tower pitch angle threshold value ω 1 form, and/or judge that shaft tower underground water place value that this group shaft tower Monitoring Data comprises is positioned at the shaft tower underground water table early warning interval that shaft tower benchmark underground water table h0 and the first underground water table threshold value h1 form.
In step S700, the column foot location that the 2nd CPU10 obtains the shaft tower corresponding with this group shaft tower Monitoring Data is positioned at the conclusion in the location with low risk of landslip, determines that the warning level of this shaft tower is for dangerous.The 2nd CPU10 switches to the second sampling interval time T 2 by the sampling interval time of the shaft tower monitoring terminal corresponding with this group shaft tower Monitoring Data by the first sampling interval time T 1 of system default, shorten the sampling interval time of this shaft tower monitoring terminal, thereby gather and obtain more shaft tower Monitoring Data, to obtain the assessment result of the geological state in the column foot location of shaft tower to be measured more accurately.
The shaft tower geographical location information that the 2nd CPU10 comprises according to this group shaft tower Monitoring Data, on the shaft tower monitoring map of display screen 13, show the yellow pentagram icon corresponding with the geographical location information of this shaft tower, and the landslide early warning information that shows the longitude and latitude that comprises this shaft tower.This landslide early warning information can be " shaft tower n, east longitude X degree, north latitude Y degree, warning level: danger, please take in time shaft tower column foot reinforcement measure ".
In above-mentioned steps S600 and S700, as the timing time of the 2nd CPU10 judgement timing module 12 of control center 1 reaches the second sampling interval time T 2(, be 30min), the 2nd CPU10 sends sampling instruction by second communication module 9 to the shaft tower monitoring terminal of all Yu Gai control center 1 radio communication.Shaft tower monitoring terminal is received after sampling instruction, is again carried out collection, processing and the transmit operation of shaft tower Monitoring Data according to above-mentioned steps S200 to step S400.
In step S500, the 2nd CPU10 judges that shaft tower column foot angle of inclination that wherein one group of shaft tower Monitoring Data of this many groups shaft tower Monitoring Data comprises is positioned between the shaft tower pitch angle zone of alarm that the first shaft tower pitch angle threshold value ω 1 and the first shaft tower pitch angle threshold value ω 2 form, and/or judge that shaft tower underground water place value that this group shaft tower Monitoring Data comprises is positioned between the shaft tower underground water table zone of alarm that the first underground water table threshold value h1 and the first underground water table threshold value h2 form, the column foot location that obtains the shaft tower corresponding with this group shaft tower Monitoring Data is positioned at the conclusion in high risk of landslip location, the warning level of determining this shaft tower is for being in extreme danger.
In step S800, the 2nd CPU10 sends alarm control signal to LED warning light 14 and alarm buzzer 15.LED warning light 14 is received after the control signal of the 2nd CPU10, sends the alternately light of flicker.Alarm buzzer 15 is received after the control signal of the 2nd CPU10, sends alarm voice, to remind the operating personnel of control center 1 to process in time this shaft tower.Meanwhile, the 2nd CPU10 sends shooting instruction by second communication module 9 to the shaft tower monitoring terminal corresponding with this shaft tower.This shaft tower monitoring terminal receives after the shooting instruction that control center 1 sends, and by a CPU3, controlled and taken module 7 shaft tower of its monitoring and environment around thereof are carried out to video capture.This shaft tower monitoring terminal obtains after shaft tower and video information around thereof by taking module 7, then by a CPU3, this video information is compressed, and then by first communication module 4, this video information is back to control center 1.Control center 1 first receives this video information by second communication module 9, then in conjunction with this shaft tower video information and shaft tower Monitoring Data, the geological state in the column foot location of this shaft tower is done to further risk assessment by the 2nd CPU10.
As the 2nd CPU10 carries out after geologic risk assessment the column foot location of this danger shaft tower, determine that this shaft tower is for the shaft tower that is in extreme danger, and show the red pentagram icon corresponding with the geographical location information of this shaft tower by display screen 13 on shaft tower monitoring map, and the landslide early warning information that shows the longitude and latitude that comprises this shaft tower.This landslide early warning information can be " shaft tower n, east longitude X degree, north latitude Y degree, warning level: be in extreme danger, please operational staff evacuates measure immediately ".The 2nd CPU10 simultaneously by second communication module 9 to the corresponding shaft tower monitoring terminal of this shaft tower being in extreme danger send stop sampling instruction, to stop the sampling work of this shaft tower monitoring terminal.
The operating personnel of control center 1 can be according to the shaft tower landslide risk assessment result of control center 1, and the geographic position that indicates of the red pentagram icon of this shaft tower being in extreme danger, arrange in time the evacuation work of personnel and material, with casualties or the property loss of avoiding collapsing of this danger shaft tower to be caused.
The utility model high-voltage power transmission tower monitoring system tool has the following advantages:
The utility model high-voltage power transmission tower monitoring system compares shaft tower Monitoring Data and shaft tower reference data and shaft tower early warning data and analyze, obtaining the shaft tower corresponding with this shaft tower Monitoring Data is positioned at after the conclusion in high risk of landslip location, control the shaft tower monitoring terminal corresponding with this shaft tower and take shaft tower video data, this shaft tower video data is back to control center 1, for the operating personnel of control center 1, the geological state in the column foot location of this shaft tower is done to further risk assessment.By the use of the utility model high-voltage power transmission tower monitoring system, operating personnel are without coming to the accurate assessment that can realize the geological state in the column foot location for the treatment of measuring staff tower under the prerequisite at shaft tower scene personally.
After the utility model high-voltage power transmission tower monitoring system is dangerous shaft tower by control center's 1 judgement shaft tower to be measured, on display screen 13, show the alert icon corresponding with the geographic position of shaft tower and the danger classes of shaft tower, and to operating personnel, send early warning signal by LED warning light 14 and alarm buzzer, for operating personnel take near personnel's the evacuation measure column foot reinforcement measure of shaft tower or shaft tower, win the valuable time, avoided to a certain extent the casualty accident of the personnel generation of shaft tower collapse accident and shaft tower near.
Each shaft tower monitoring terminal of the utility model high-voltage power transmission tower monitoring system is all equipped with solar cell and accumulator, and shaft tower monitoring terminal can switch between solar cell for supplying power pattern and storage battery power supply pattern.When the utility model shaft tower monitoring terminal starts work by day, this shaft tower monitoring terminal switches to solar cell for supplying power pattern by storage battery power supply pattern, by this solar cell for supplying power and accumulator is charged.When the utility model shaft tower monitoring terminal starts work at night, this shaft tower monitoring terminal switches to storage battery power supply pattern by solar powered pattern, by this storage battery power supply.The utility model high-voltage power transmission tower monitoring system can realize the continuous on-line monitoring of the geological state in the column foot location for the treatment of measuring staff tower.When the column foot location of control center of the present utility model 1 judgement shaft tower to be measured is during in safe location, automatically shorten the sampling interval time of the shaft tower monitoring terminal corresponding with this shaft tower, thereby the energy consumption of having saved shaft tower monitoring terminal under the prerequisite of Geological assessment result in column foot location that does not affect shaft tower, the development trend of having catered to energy-saving and emission-reduction.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all any modifications of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (6)
1. a high-voltage power transmission tower monitoring system, is characterized in that, described system comprises a plurality of shaft tower monitoring terminals, and sets up the control center (1) of radio communication with described a plurality of shaft tower monitoring terminals; Described a plurality of shaft tower monitoring terminal is all for when receiving the sampling instruction of described control center (1), gather the shaft tower Monitoring Data of the geological state in the column foot location that characterizes corresponding with it shaft tower, and send to described control center (1) after this shaft tower Monitoring Data is processed; Described control center (1) is for regularly sending sampling instruction to described a plurality of shaft tower monitoring terminals, and for receiving the many groups shaft tower Monitoring Data being gathered by described a plurality of shaft tower monitoring terminals, each is organized to basic parameter corresponding in each monitoring parameter of shaft tower Monitoring Data and the reference data of its storage and compare one by one, and carry out corresponding operating according to comparative result.
2. high-voltage power transmission tower monitoring system according to claim 1, it is characterized in that, described each shaft tower monitoring terminal includes for gathering the acquisition module (2) of shaft tower Monitoring Data of the geological state in the column foot location that characterizes shaft tower to be measured, for carry out the first communication module (4) of data transmission between described shaft tower monitoring terminal and described control center (1), be electrically connected to described acquisition module (2) and described first communication module (4), while being used for receiving by described first communication module (4) sampled signal of being sent by described control center (1), control described acquisition module (2) and carry out the sampling operation of shaft tower Monitoring Data, and the shaft tower Monitoring Data of collection is compressed to a rear CPU(3 who transfers to described control center (1) by described first communication module (4)), with a described CPU(3) be electrically connected to, for storing first memory module (16) of described shaft tower Monitoring Data.
3. high-voltage power transmission tower monitoring system according to claim 2, it is characterized in that, described acquisition module (2) comprises for detection of the slant angle sensor (5) at the angle of inclination in the column foot location of corresponding with it shaft tower to be measured, for detection of the level sensor (6) of the underground water table in the column foot location of corresponding with it shaft tower to be measured, for detection of the GPS unit (8) of the geographic orientation of shaft tower to be measured and for obtaining the shooting module (7) of the video data of shaft tower to be measured and surrounding environment thereof.
4. high-voltage power transmission tower monitoring system according to claim 3, it is characterized in that, described control center (1) comprises for receiving the second communication module (9) by many groups shaft tower Monitoring Data of described first communication module (4) transmission, the shaft tower reference data and the second memory module (11) of the first sampling interval time (T1) that for storage, comprise shaft tower benchmark pitch angle (ω 0) and shaft tower benchmark underground water table (h0), for the timing module (12) that starts timing when described shaft tower monitoring terminal stops sampling operation, with described second communication module (9), described timing module (12) and described the second memory module (11) are electrically connected to, for send sampling instruction to shaft tower monitoring terminal when the timing time of described timing module (12) reaches described the first sampling interval time (T1), and for the monitoring parameter basic parameter corresponding with described reference data of each group shaft tower Monitoring Data of described many group shaft tower Monitoring Data compared one by one, according to comparative result, carry out the 2nd CPU(10 of corresponding operating).
5. high-voltage power transmission tower monitoring system according to claim 4, it is characterized in that, described the second memory module (11) also stores and comprises the first shaft tower pitch angle threshold value (ω 1), the first underground water table threshold value (h1), the second shaft tower pitch angle threshold value (ω 2), the shaft tower early warning data of the second underground water table threshold value (h2) and the second sampling interval time (T2), described control center (1) also comprises and described the 2nd CPU(10) display screen (13) that is electrically connected to, LED warning light (14) and alarm buzzer (15), described the 2nd CPU(10) also interval with the shaft tower degree of tilt early warning that described the first shaft tower pitch angle threshold value (ω 1) forms for judging that the shaft tower pitch angle of one group of shaft tower Monitoring Data is positioned at described shaft tower benchmark pitch angle (ω 0), and/or the underground water place value that judges this group shaft tower Monitoring Data is positioned at shaft tower underground water table early warning that described benchmark underground water table (h0) and described the first underground water table threshold value (h1) form when interval, the landslide early warning information that shows the shaft tower corresponding with this group shaft tower Monitoring Data by described display screen (13), and the sampling interval time of shaft tower monitoring terminal is switched to described the second sampling interval time (T2) by described the first sampling interval time (T1), and for judging that the shaft tower pitch angle of one group of shaft tower Monitoring Data is positioned between the shaft tower degree of tilt zone of alarm that described the first shaft tower pitch angle threshold value (ω 1) and described the first shaft tower pitch angle threshold value (ω 2) form, and/or the underground water place value that judges this group shaft tower Monitoring Data is while being positioned between the shaft tower underground water table zone of alarm that described the second underground water table threshold value (h2) and the second underground water table threshold value (h2) form, control described LED warning light (14) and send blinking light, and control described alarm buzzer (15) and send default alarm voice.
6. high-voltage power transmission tower monitoring system according to claim 5, is characterized in that, described the first sampling interval time (T1) is greater than described the second sampling interval time (T2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320597480.5U CN203479298U (en) | 2013-09-26 | 2013-09-26 | High voltage transmission tower monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320597480.5U CN203479298U (en) | 2013-09-26 | 2013-09-26 | High voltage transmission tower monitoring system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203479298U true CN203479298U (en) | 2014-03-12 |
Family
ID=50227611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320597480.5U Expired - Fee Related CN203479298U (en) | 2013-09-26 | 2013-09-26 | High voltage transmission tower monitoring system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203479298U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104515500A (en) * | 2013-09-26 | 2015-04-15 | 云南电网公司临沧供电局 | High voltage transmission tower monitoring method and system |
| CN105540482A (en) * | 2015-09-09 | 2016-05-04 | 深圳市福田区青少年科技教育协会 | Method and device for intelligently controlling lifting jack |
| CN107643092A (en) * | 2017-09-26 | 2018-01-30 | 领亚电子科技股份有限公司 | A kind of geodata collecting transmitter |
| CN107680343A (en) * | 2017-09-20 | 2018-02-09 | 陈美萍 | A kind of transmission tower intelligent protection system |
| CN108981825A (en) * | 2018-09-07 | 2018-12-11 | 福建海峡北斗导航科技研究院有限公司 | A kind of transmission tower monitoring device based on NB-loT, system and method |
| CN112541455A (en) * | 2020-12-21 | 2021-03-23 | 国网河南省电力公司电力科学研究院 | Machine vision-based method for predicting accident of pole breakage of concrete pole of distribution network |
-
2013
- 2013-09-26 CN CN201320597480.5U patent/CN203479298U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104515500A (en) * | 2013-09-26 | 2015-04-15 | 云南电网公司临沧供电局 | High voltage transmission tower monitoring method and system |
| CN104515500B (en) * | 2013-09-26 | 2017-02-22 | 云南电网公司临沧供电局 | High voltage transmission tower monitoring method and system |
| CN105540482A (en) * | 2015-09-09 | 2016-05-04 | 深圳市福田区青少年科技教育协会 | Method and device for intelligently controlling lifting jack |
| CN107680343A (en) * | 2017-09-20 | 2018-02-09 | 陈美萍 | A kind of transmission tower intelligent protection system |
| CN107643092A (en) * | 2017-09-26 | 2018-01-30 | 领亚电子科技股份有限公司 | A kind of geodata collecting transmitter |
| CN108981825A (en) * | 2018-09-07 | 2018-12-11 | 福建海峡北斗导航科技研究院有限公司 | A kind of transmission tower monitoring device based on NB-loT, system and method |
| CN112541455A (en) * | 2020-12-21 | 2021-03-23 | 国网河南省电力公司电力科学研究院 | Machine vision-based method for predicting accident of pole breakage of concrete pole of distribution network |
| CN112541455B (en) * | 2020-12-21 | 2023-07-07 | 国网河南省电力公司电力科学研究院 | Machine vision-based prediction method for reverse breaking accidents of distribution network concrete electric pole |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203479298U (en) | High voltage transmission tower monitoring system | |
| CN104515500A (en) | High voltage transmission tower monitoring method and system | |
| CN207163500U (en) | A kind of tall and big support shuttering safety monitoring system | |
| CN203113804U (en) | Concrete vibrator | |
| CN107101615A (en) | Incline monitoring system for electric transmission line pole and its application process based on Bluetooth communication | |
| CN203552399U (en) | Tower inclination monitoring device based on GPS and four-dimensional data mining | |
| CN104167084A (en) | Engineering-risk wireless-sensing early-warning visualization system and method | |
| CN104535104A (en) | Online power transmission tower monitoring method and system of power system | |
| CN107817207B (en) | Method for calculating foundation pit permeability coefficient and automatic monitoring device thereof | |
| CN104406819A (en) | Micro-flushing groundwater automatic sampling system | |
| CN105952495A (en) | Wireless positioning portable tunnel construction safety warning system and wireless positioning portable tunnel construction safety warning method | |
| CN104950756B (en) | A kind of HTHP rheometer long-distance monitoring method and remote monitoring system | |
| CN104599445A (en) | Multifunctional broadcast early warning rainfall monitoring system and monitoring method | |
| CN103903395A (en) | Low-cost landslide early warning recording device based on MEMS accelerometers | |
| CN112177062A (en) | Remote intelligent monitoring system and monitoring method for building foundation pit | |
| CN204330010U (en) | A kind of high-voltage power transmission tower monitoring system | |
| CN101122241A (en) | Emergent radio gathering apparatus for mine environmental parameter and gathering method | |
| CN205450633U (en) | Two accuse devices of remote intelligent well electricity | |
| CN205016033U (en) | Mountain landslide monitors collection system | |
| CN208012668U (en) | The anti-skidding real-time monitoring system of side slope | |
| CN104359508A (en) | High-voltage transmission tower monitoring device with solar power generation system | |
| CN203773680U (en) | Engineering structure risk early-warning visualization system based on LED | |
| CN206479521U (en) | A kind of portable streamflow monitoring device | |
| CN210689718U (en) | Remove water resource monitoring devices based on block chain | |
| CN210667119U (en) | Device for monitoring collapse dangerous rock mass state in real time and accurately early warning |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140312 Termination date: 20150926 |
|
| EXPY | Termination of patent right or utility model |