CN105756082A - Ecological soil retaining wall capable of being monitored in real time - Google Patents

Ecological soil retaining wall capable of being monitored in real time Download PDF

Info

Publication number
CN105756082A
CN105756082A CN201610165888.3A CN201610165888A CN105756082A CN 105756082 A CN105756082 A CN 105756082A CN 201610165888 A CN201610165888 A CN 201610165888A CN 105756082 A CN105756082 A CN 105756082A
Authority
CN
China
Prior art keywords
retaining wall
wall body
ecological retaining
displacement
ecological
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.)
Granted
Application number
CN201610165888.3A
Other languages
Chinese (zh)
Other versions
CN105756082B (en
Inventor
韦醒妃
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.)
Guangzhou Green Co
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610165888.3A priority Critical patent/CN105756082B/en
Publication of CN105756082A publication Critical patent/CN105756082A/en
Application granted granted Critical
Publication of CN105756082B publication Critical patent/CN105756082B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/10Miscellaneous comprising sensor means

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

The invention discloses an ecological soil retaining wall capable of being monitored in real time. The ecological soil retaining wall comprises an ecological soil retaining wall body and an intelligent monitoring system arranged on the ecological soil retaining wall body, wherein the system comprises a monitoring module, a data processing module, a safety state assessment module, an early warning and alarm module and a simulation display module; the monitoring module comprises a wireless sensor network, a strain sensor assembly and a displacement sensor; the data processing module comprises an acquisition center station, a signal conditioner and a signal transmission device; the safety state assessment module comprises a microprocessor; the early warning and alarm module comprises an analysis processor and an alarm; and the simulation display module comprises a three-dimensional GIS simulation platform. According to the ecological soil retaining wall, the health of the ecological soil retaining wall body can be monitored in real time and the residual life of the ecological soil retaining wall can be predicted according to monitoring data accurately and intelligently.

Description

The ecological retaining wall that can monitor in real time
Technical field
The present invention relates to ecological DESIGN OF RETAINING WALLS field, be specifically related to the ecological retaining wall that can monitor in real time.
Background technology
Ecological retaining wall great majority in correlation technique cannot according to himself residual life of the data prediction of Sensor monitoring.This defect causes that the correlation experience that ecological retaining wall attendant requires over oneself judges the data that sensor feeds back, and reduces the promptness to ecological retaining wall monitoring, also considerably increases the workload of ecological retaining wall attendant simultaneously.
Summary of the invention
For the problems referred to above, the present invention provides the ecological retaining wall that can monitor in real time.
The purpose of the present invention realizes by the following technical solutions:
The ecological retaining wall that can monitor in real time, including ecological retaining wall body and the intelligent monitor system being arranged on ecological retaining wall body, described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module, described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
Δs ′ = Δ s - α 1 a 1 + α 2 a 2 + ... + α n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 · Σ i n [ p i 10 7 · ( σ x ( i ) σ b ) k ] - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
D, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
E, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by f, result according to safe condition module estimation shows on the interface of GIS platform.
The invention have the benefit that and connected by the structure of modules, it is achieved the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user.
Accompanying drawing explanation
The invention will be further described to utilize accompanying drawing, but the embodiment in accompanying drawing does not constitute any limitation of the invention, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to the following drawings.
Fig. 1 is the structured flowchart of the present invention.
Detailed description of the invention
The invention will be further described with the following Examples.
Embodiment 1: the ecological retaining wall that can monitor in real time as shown in Figure 1, it includes ecological retaining wall body and is arranged on the intelligent monitor system of ecological retaining wall body, and described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
Described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal.
In this embodiment, connected by the structure of modules, it is achieved that the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user;Time phase t=24h, it is achieved that the full-automatic monitoring of ecological retaining wall body dynamical health, the overall measurement accuracy of system improves 15%.
Embodiment 2: the ecological retaining wall that can monitor in real time as shown in Figure 1, it includes ecological retaining wall body and is arranged on the intelligent monitor system of ecological retaining wall body, and described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
Described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal.
In this embodiment, connected by the structure of modules, it is achieved that the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user;Time phase t=28h, it is achieved that the full-automatic monitoring of ecological retaining wall body dynamical health, the overall measurement accuracy of system improves 17%.
Embodiment 3: the ecological retaining wall that can monitor in real time as shown in Figure 1, it includes ecological retaining wall body and is arranged on the intelligent monitor system of ecological retaining wall body, and described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
Described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal.
In this embodiment, connected by the structure of modules, it is achieved that the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user;Time phase t=32h, it is achieved that the full-automatic monitoring of ecological retaining wall body dynamical health, the overall measurement accuracy of system improves 18%.
Embodiment 4: the ecological retaining wall that can monitor in real time as shown in Figure 1, it includes ecological retaining wall body and is arranged on the intelligent monitor system of ecological retaining wall body, and described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
Described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal.
In this embodiment, connected by the structure of modules, it is achieved that the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user;Time phase t=36h, it is achieved that the full-automatic monitoring of ecological retaining wall body dynamical health, the overall measurement accuracy of system improves 20%.
Embodiment 5: the ecological retaining wall that can monitor in real time as shown in Figure 1, it includes ecological retaining wall body and is arranged on the intelligent monitor system of ecological retaining wall body, and described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
Described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal.
In this embodiment, connected by the structure of modules, it is achieved that the full-automatic monitoring of the dynamical health of ecological retaining wall, it is simple to personnel pinpoint the problems early, solution problem;Propose and carry out ecological retaining wall body health structure monitoring with wireless sensor network, cover wide, real-time;Propose fatigue life safety judgment formula, decrease the workload of calculating, improve the work efficiency of monitoring system;Propose the computing formula of average displacement, and average displacement is corrected, adopt average displacement and displacement threshold value to compare judgement, decrease the workload of calculating;Pair of strain sensors carries out temperature-compensating, improves the certainty of measurement of strain, and then improves the overall measurement accuracy of system;Utilize the health status of GIS emulation platform simulated ecological retaining wall body, there is the good effect carrying out interface alternation with user;Time phase t=40h, it is achieved that the full-automatic monitoring of ecological retaining wall body dynamical health, the overall measurement accuracy of system improves 21%.
Finally should be noted that; above example is only in order to illustrate technical scheme; but not limiting the scope of the invention; although having made to explain to the present invention with reference to preferred embodiment; it will be understood by those within the art that; technical scheme can be modified or equivalent replacement, without deviating from the spirit and scope of technical solution of the present invention.

Claims (1)

1. the ecological retaining wall can monitored in real time, is characterized in that, including ecological retaining wall body and the intelligent monitor system being arranged on ecological retaining wall body, described intelligent monitor system includes:
(1) monitoring modular, including the wireless sensor network that ecological retaining wall body health is monitored, for monitoring strain sensor assemblies and the displacement transducer of the ecological each dangerous position of retaining wall body, ecological retaining wall body health structure is monitored by described wireless sensor network all standing, simultaneously, network adopts advanced physical message emerging system, the real-time perception to ecological retaining wall body health structure;Institute's displacement sensors is for the working base point of monitoring dangerous position change in displacement and carries out three dimensions displacement monitoring based on the overall datum mark of working base point stability for checking, and described ecological each dangerous position of retaining wall body, working base point and overall situation datum mark are determined by ecological retaining wall body is carried out FEM Simulation;Described strain sensor assemblies includes being arranged at after performance parameters and completely identical in structure work strain transducer and temperature-compensating strain transducer, described work strain transducer and temperature-compensating strain transducer are connected on each dangerous position of ecological retaining wall body;
(2) data processing module, it includes gathering central station, to gathering the signal conditioner that data of collecting of central station carry out conditioning processing and amplifying and the signal transmitting apparatus that the data that signal conditioner is processed is transmitted;
(3) security state evaluation module, described security state evaluation module includes the microprocessor connecting signal transmitting apparatus, the average displacement that the displacement data transmitted by signal transmitting apparatus is calculated obtaining between two time phase t by described microprocessor is poor, owing to therefore displacement difference first to be compensated by ecological retaining wall ontological existence phenomenon of expanding with heat and contract with cold, then average displacement difference is compared with regulation displacement difference limen value, judge that whether described average displacement difference is in a safe condition, and the Monitoring Data according to strain sensor assemblies 24h is calculated, obtain stress amplitude spectrum, the remanent fatigue life of ecological retaining wall body is calculated according to stress amplitude spectrum, and described remanent fatigue life and structural design life-span are compared, judge that whether described remanent fatigue life is in a safe condition;
A, average displacement w(i)Computing formula be:
Wherein, taking 0.5h is sampling time interval, max&min(i+t)For the maximum in the displacement data of previous time phase and minimum sum, max&min(i+2t)For the maximum in the displacement data in latter time stage and minimum sum;
B, setting the coefficient of expansion as α, revised average displacement is:
&Delta;s &prime; = &Delta; s - &alpha; 1 a 1 + &alpha; 2 a 2 + ... + &alpha; n a n n ( T - T 0 )
Wherein, α1, α2..., αnFor the material temperature coefficient of expansion of each dangerous position, a1, a2..., anFor coefficient, T is mean temperature in section seclected time, T0For ecological retaining wall body location year-round average temperature.
C, described life-span security evaluation judgment formula be:
Work as σx(i)≥σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k &rsqb; - T B
Work as σx(i)<σbTime,
A = 1 365 &CenterDot; &Sigma; i n &lsqb; p i 10 7 &CenterDot; ( &sigma; x ( i ) &sigma; b ) k + 2 &rsqb; - T B
Wherein, σbFor the structural fatigue limit, σxFor the hot spot stress range of each monitoring point, the slope that k is fatigue curve is reciprocal, piFor the Cyclic Stress coefficient of the actual experience of structure under hot spot stress range, TBFor structural design fatigue life, in actual applications, ecological retaining wall body overload can be subject to affect, be therefore dynamically change, and along with overload uses the change of natural law to be a nonlinear process,TAFatigue life, d is designed for initiating structurezRepresent that ecological retaining wall body overall design uses natural law, dgRepresent that ecological retaining wall body overload uses natural law;When A is more than 0, it is determined that structural life-time is in a safe condition, when A is less than or equal to 0, output alarm signal;
(4) early warning and alarming module, it includes for preventing the analysis processor of false alarm, alarm and information database of record, and the input of described analysis processor connects described microprocessor, and the outfan of analysis processor connects described alarm;
(5) emulation display module, including the three-dimension GIS emulation platform being connected with microprocessor, the assessment result of security state evaluation module is carried out emulation display, the health status of simulated ecological retaining wall body by described three-dimension GIS emulation platform, and simulation process is:
A, utilize finite element software to import GIS platform after carrying out the modeling of ecological retaining wall body, build the model of ecological retaining wall body different component respectively, GIS platform adjusts the locus of each ecological retaining wall body member;
B, by different shape the symbols each dangerous position of analog information ecology retaining wall body, strain sensor assemblies and displacement transducer in GIS platform;
The color that the dangerous position being not at safe condition is specified by c, result according to safe condition module estimation shows on the interface of GIS platform.
CN201610165888.3A 2016-03-22 2016-03-22 The ecological retaining wall that can be monitored in real time Active CN105756082B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610165888.3A CN105756082B (en) 2016-03-22 2016-03-22 The ecological retaining wall that can be monitored in real time

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610165888.3A CN105756082B (en) 2016-03-22 2016-03-22 The ecological retaining wall that can be monitored in real time

Publications (2)

Publication Number Publication Date
CN105756082A true CN105756082A (en) 2016-07-13
CN105756082B CN105756082B (en) 2017-10-10

Family

ID=56345562

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610165888.3A Active CN105756082B (en) 2016-03-22 2016-03-22 The ecological retaining wall that can be monitored in real time

Country Status (1)

Country Link
CN (1) CN105756082B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108491632A (en) * 2018-03-23 2018-09-04 江苏省水利勘测设计研究院有限公司 A kind of three-dimensional design method of retaining wall
CN108755703A (en) * 2018-07-04 2018-11-06 中建七局第四建筑有限公司 The high Pulling-Resistant Anchor Rod supporting construction and its construction method of soft soil foundation pit
CN109596177A (en) * 2019-01-08 2019-04-09 昆山高新轨道交通智能装备有限公司 Railway slope Life cycle on-line monitoring system and method
WO2019148752A1 (en) * 2018-01-30 2019-08-08 山东大学 Foundation settlement testing system and method adopting resistance-sensitive geogrids
CN111101549A (en) * 2020-01-07 2020-05-05 北京国泰佳业科技发展有限公司 Real-time bearing capacity limit monitoring method and system for retaining wall
CN115387407A (en) * 2022-09-05 2022-11-25 山东高速集团有限公司创新研究院 Full-coverage flexible sensing film, system and method for early warning of retaining wall

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101224077B1 (en) * 2012-08-08 2013-01-21 (주)국토해양기술 The ground state determination system for reference point using gps
CN103758160A (en) * 2014-01-09 2014-04-30 华中科技大学 Super deep underground diaphragm wall deformation automatic real-time monitoring device and operating method thereof
CN204112362U (en) * 2014-10-11 2015-01-21 长安大学 A kind of subgrade retaining wall detecting soil pressure
CN105045942A (en) * 2015-04-15 2015-11-11 深圳市勘察研究院有限公司 Slope stability analysis technology under complicated condition and half-gravity type reinforced retaining wall
CN105155597A (en) * 2015-08-18 2015-12-16 金陵科技学院 Monitoring and adjusting system for underground structure and construction method for monitoring and adjusting system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101224077B1 (en) * 2012-08-08 2013-01-21 (주)국토해양기술 The ground state determination system for reference point using gps
CN103758160A (en) * 2014-01-09 2014-04-30 华中科技大学 Super deep underground diaphragm wall deformation automatic real-time monitoring device and operating method thereof
CN204112362U (en) * 2014-10-11 2015-01-21 长安大学 A kind of subgrade retaining wall detecting soil pressure
CN105045942A (en) * 2015-04-15 2015-11-11 深圳市勘察研究院有限公司 Slope stability analysis technology under complicated condition and half-gravity type reinforced retaining wall
CN105155597A (en) * 2015-08-18 2015-12-16 金陵科技学院 Monitoring and adjusting system for underground structure and construction method for monitoring and adjusting system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019148752A1 (en) * 2018-01-30 2019-08-08 山东大学 Foundation settlement testing system and method adopting resistance-sensitive geogrids
CN108491632A (en) * 2018-03-23 2018-09-04 江苏省水利勘测设计研究院有限公司 A kind of three-dimensional design method of retaining wall
CN108755703A (en) * 2018-07-04 2018-11-06 中建七局第四建筑有限公司 The high Pulling-Resistant Anchor Rod supporting construction and its construction method of soft soil foundation pit
CN108755703B (en) * 2018-07-04 2020-05-05 中建七局第四建筑有限公司 High-uplift anchor rod supporting structure of soft soil foundation pit and construction method thereof
CN109596177A (en) * 2019-01-08 2019-04-09 昆山高新轨道交通智能装备有限公司 Railway slope Life cycle on-line monitoring system and method
CN111101549A (en) * 2020-01-07 2020-05-05 北京国泰佳业科技发展有限公司 Real-time bearing capacity limit monitoring method and system for retaining wall
CN115387407A (en) * 2022-09-05 2022-11-25 山东高速集团有限公司创新研究院 Full-coverage flexible sensing film, system and method for early warning of retaining wall

Also Published As

Publication number Publication date
CN105756082B (en) 2017-10-10

Similar Documents

Publication Publication Date Title
CN105807685A (en) Intelligent monitoring type curtain wall system
CN105841661B (en) A kind of bridge dynamical health real-time monitoring device
CN105756082A (en) Ecological soil retaining wall capable of being monitored in real time
CN105783856A (en) Building sloping roof beam capable of predicating service life thereof
CN105673079B (en) A kind of bridge tunnel monitoring early-warning device
CN105843140A (en) Underground pipeline monitoring system for oil exploitation
CN105787820A (en) Light steel keel partition wall structure having real-time monitoring function
CN105868842A (en) Intelligent substation capable of predicting service life of its own in real time
CN103654798B (en) Method and device for monitoring and recording emotion
CN106093207A (en) A kind of Lamb wave damage positioning method based on non-linear Unscented Kalman Filter algorithm
CN105716659A (en) Electric tower outdoor damage-preventing early-warning system
CN105628104B (en) Can automatic monitoring itself fatigue life thermal power station
CN105841663A (en) Intelligent hydropower station capable of predicting its own service life in real time
CN105841662A (en) Sewage treatment system capable of realizing real-time monitoring
CN105841985A (en) Intelligent monitoring type power transmission circuit tower structure
CN105841738B (en) Water channel, the real-time monitoring protection system of river course both sides side slope
CN105651224B (en) The earth and rockfill dam dam body real-time monitoring system of Dumping Sites is set behind dam
CN108828181A (en) A kind of surface water quality monitoring system and monitoring method
CN105865515B (en) Mineral conveyance conduit real-time monitoring system
CN105606159B (en) Heat source tower chemical heat pump with life-span real-time estimate function
CN105607549B (en) Flue gas washing absorption cleaning heat exchange tower with life-span real-time estimate function
CN105783821A (en) Joint cofferdam health prediction system under complex geological condition
CN105602592A (en) Intelligent monitoring biomass dry distillation tower
CN203551096U (en) Steel-structure plant vibration online monitoring system
Catherine et al. Zigbee Based Hazard Detecting Helmet

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20170801

Address after: 510640 Guangdong City, Tianhe District Province, No. five, road, public education building, unit 371-1, unit 2401

Applicant after: Guangdong Gaohang Intellectual Property Operation Co., Ltd.

Address before: Gulou road Zhenhai District 315200 Zhejiang city of Ningbo province No. 32

Applicant before: Wei Xingfei

CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Mai Lisha

Inventor after: Huang Songyi

Inventor after: Wang Liyuan

Inventor after: Liao Xinchun

Inventor after: Tang Junjie

Inventor after: Chen Zheng

Inventor after: Cai Quanmiao

Inventor before: Wei Xingfei

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20170901

Address after: 510000 Guangdong, Guangzhou, Xingang, East Road, No., the first floor of the building on the ground floor, room 2429, No. 077

Applicant after: Guangzhou green company

Address before: 510640 Guangdong City, Tianhe District Province, No. five, road, public education building, unit 371-1, unit 2401

Applicant before: Guangdong Gaohang Intellectual Property Operation Co., Ltd.

GR01 Patent grant
GR01 Patent grant