CN113176056B - Energy-saving device and method for monitoring stress and strain of concrete - Google Patents

Energy-saving device and method for monitoring stress and strain of concrete Download PDF

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CN113176056B
CN113176056B CN202110441642.5A CN202110441642A CN113176056B CN 113176056 B CN113176056 B CN 113176056B CN 202110441642 A CN202110441642 A CN 202110441642A CN 113176056 B CN113176056 B CN 113176056B
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detection
module
monitoring
stress
concrete
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CN113176056A (en
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康跃明
张军
杨金虎
赵智辉
刘文伍
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CCTEG Chongqing Research Institute Co Ltd
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CCTEG Chongqing Research Institute Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0008Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings of bridges
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B17/00Measuring arrangements characterised by the use of infrasonic, sonic or ultrasonic vibrations
    • G01B17/04Measuring arrangements characterised by the use of infrasonic, sonic or ultrasonic vibrations for measuring the deformation in a solid, e.g. by vibrating string
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L1/00Measuring force or stress, in general
    • G01L1/10Measuring force or stress, in general by measuring variations of frequency of stressed vibrating elements, e.g. of stressed strings
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M5/00Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
    • G01M5/0041Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress
    • G01M5/005Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01RMEASURING ELECTRIC VARIABLES; MEASURING MAGNETIC VARIABLES
    • G01R31/00Arrangements for testing electric properties; Arrangements for locating electric faults; Arrangements for electrical testing characterised by what is being tested not provided for elsewhere
    • G01R31/36Arrangements for testing, measuring or monitoring the electrical condition of accumulators or electric batteries, e.g. capacity or state of charge [SoC]
    • G01R31/385Arrangements for measuring battery or accumulator variables
    • G01R31/387Determining ampere-hour charge capacity or SoC
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/02Details not specific for a particular testing method
    • G01N2203/06Indicating or recording means; Sensing means
    • G01N2203/067Parameter measured for estimating the property
    • G01N2203/0676Force, weight, load, energy, speed or acceleration

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  • Physics & Mathematics (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Engineering & Computer Science (AREA)
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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The invention relates to the technical field of stress strain detection, and provides an energy-saving device for monitoring concrete stress strain, which can adaptively adjust monitoring frequency, and comprises a detection module, a control module and a control module, wherein the detection module is used for monitoring and obtaining concrete stress information; wherein: the storage module is used for storing a detection frequency table, wherein the detection frequency table comprises preset conditions and detection frequencies corresponding to the preset conditions; the acquisition module is used for acquiring the condition factors of the concrete; the matching module is used for comparing the acquired condition factors with the detection frequency table and matching the acquired condition factors with corresponding detection frequencies; and the control module is used for controlling the detection module to work according to the matched detection frequency and controlling the detection module to sleep in the period between two adjacent monitoring operations. The invention also provides an energy-saving method for monitoring the stress and strain of the concrete.

Description

Energy-saving device and method for monitoring stress and strain of concrete
Technical Field
The invention relates to the technical field of stress strain detection, in particular to an energy-saving device and method for monitoring concrete stress strain.
Background
Stress strain is a collective term for stress and strain. Stress is defined as "additional internal force experienced per unit area". When an object is deformed by force, the deformation degree of each point in the body is generally different, and the mechanical quantity used for describing the deformation degree of one point is the strain of the point. The monitoring of the stress strain of the concrete refers to the measurement of the stress and the change condition of the concrete under the action of load and other factors by monitoring instruments and equipment buried on the surface and inside of the concrete; the method aims to know the stress state of the concrete, is used for analyzing whether the working condition of a concrete building is normal or not, evaluating the safety degree of the building, providing scientific basis for safe operation and maintenance and reinforcement of engineering, and simultaneously providing actual measurement data for evaluating construction quality and improving design.
With the rapid development of social economy and transportation industry in China, traffic pressure is increasing, on one hand, large and extra-large bridges are rapidly increasing to achieve the purpose of relieving traffic pressure and greatly shortening transportation distance, and on the other hand, bridges built on roads of all levels in the past year are loaded with very heavy traffic load and heavy traffic crossing. There are more or less drawbacks in design due to various reasons of history, and construction also leaves different degrees of drawbacks. For this reason, safety monitoring of bridges is very urgent. The stress condition of concrete is different in different conditions for the bridge, for example, when the traffic flow on the bridge is large, the road surface is stressed more often, and in this case, the stress condition of the bridge needs to be paid attention to. However, at present, when the safety monitoring of the bridge is realized, a mode of monitoring the bridge stress is generally adopted, and during the monitoring, the stress-strain condition of the bridge concrete is monitored by the stress monitoring instrument according to the preset fixed frequency, if the fixed frequency is preset to be larger, the power consumption of the stress monitoring instrument is increased in the normal case, but if the fixed frequency is preset to be smaller, the key monitoring of the bridge stress condition under the special condition cannot be realized.
Disclosure of Invention
One of the purposes of the invention is to provide an energy-saving device for monitoring the stress and strain of concrete, which can adaptively adjust the monitoring frequency.
The first basic scheme provided by the invention is as follows: the energy-saving device for monitoring the stress and strain of the concrete comprises a detection module and a control module, wherein the detection module is used for monitoring and obtaining the stress information of the concrete;
wherein: the storage module is used for storing a detection frequency table, wherein the detection frequency table comprises preset conditions and detection frequencies corresponding to the preset conditions;
the acquisition module is used for acquiring the condition factors of the concrete;
the matching module is used for comparing the acquired condition factors with the detection frequency table and matching the acquired condition factors with corresponding detection frequencies;
and the control module is used for controlling the detection module to work according to the matched detection frequency and controlling the detection module to sleep in the period between two adjacent monitoring operations.
The basic scheme has the working principle and beneficial effects that: in the scheme, the condition factors acquired by the set acquisition module represent the current environment condition of the concrete, such as the conditions of normal temperature, high temperature, cold or large traffic flow; in the scheme, the matching module is further arranged to compare the acquired condition factors with a preset monitoring frequency table and match the monitoring frequency relative to the current condition factors, so that the monitoring frequency of the detection module is adjusted, if the monitoring frequency is increased under the condition factors needing to be focused, under some common condition factors, the lower monitoring frequency is adopted, the monitoring operation frequency of the detection module is reduced by adopting the mode of adjusting the monitoring frequency in real time according to the condition factors, and the detection module is also designed to sleep at a time beyond the monitoring operation, so that the power consumption of the detection module is reduced; furthermore, compared with the prior art, in the scheme, although the acquisition module is added, because the acquisition module only acquires the condition factors of the concrete, the process of communication with external detection equipment and data receiving are involved in the process, and the detection process of the detection module involves the data acquisition and operation processing process, so that the power consumption of the acquisition module is smaller than that of the detection module, namely, in the scheme, although the power consumption of the acquisition module is newly added, the power consumption of the detection module is reduced to be larger than that of the newly added acquisition module, so that the power consumption is reduced for the whole device, and the energy-saving effect is realized.
Compared with the mode that the detection module adopts the same working frequency in the prior art, in the scheme, the average working frequency of the detection module can be reduced through the mode of real-time self-adaptive adjustment of the detection frequency of the detection module, and the dormancy time of the detection module is prolonged, so that the power consumption of the detection module is reduced, the consumption of energy is reduced, and the purpose of energy conservation is achieved.
The first preferred scheme is as follows: preferably, as a first basic aspect, the detected frequency table includes an interval duration; the control module comprises a timing unit and a triggering unit, wherein the timing unit is used for starting timing to obtain timing duration when the matching module matches the detection frequency, and the triggering unit triggers the detection module to work when the timing duration is equal to the interval duration. The beneficial effects are that: in this scheme, realize detection module according to detecting the frequency and monitor work, easy operation through the cooperation of timing unit and trigger unit.
And a second preferred scheme is as follows: as a first preferred aspect of the present invention, the control module further includes a calculating unit, where the calculating unit is configured to calculate the timing duration according to the interval duration, and when the calculating result shows that the timing duration is equal to the interval duration, the triggering unit is further configured to trigger the timing unit to restart timing. The beneficial effects are that: in the scheme, when the calculated timing duration is equal to the interval duration, the triggering unit is also utilized to trigger the timing unit to count time again, so that the next monitoring operation is ensured to be smoothly carried out.
And a preferred scheme III: as a preferred mode of the first preferred mode, the control module further comprises a calculating unit, the calculating unit is used for calculating the timing duration according to the interval duration, and when the timing duration is calculated to be the multiple of the interval duration, the triggering unit triggers the detection module to work. The beneficial effects are that: in the scheme, the designed calculation unit is used for calculating the interval duration and the timing duration, and when the calculation is that the timing duration is a multiple of the interval duration, the detection module is triggered to work, so that multiple interval works of the detection module are realized, and the operation is simple.
The preferable scheme is as follows: as a first preferred basic scheme, the system further comprises an input module for inputting modification information; and the correction module is used for modifying the preset detection frequency table according to the modification information. The beneficial effects are that: in order to better meet the current practical situation under different periods, the preset detection frequency table needs to be corrected in time, so that in the scheme, the detection frequency table is corrected by using the matching of the set input module and the correction module, and the operation is simple.
The second object of the present invention is to provide an energy saving method for monitoring stress strain of concrete, comprising the steps of:
the acquisition step: collecting condition factors of concrete;
matching: matching corresponding detection frequencies from a preset detection frequency table according to the acquired condition factors;
the detection step comprises: monitoring the concrete by adopting a detection module according to the matched detection frequency to obtain stress information;
dormancy step: the control detection module sleeps in the period between two adjacent monitoring operations.
Principle and beneficial effect of basic scheme two: considering that stress conditions of concrete are different under different condition factors, when stress trends of the concrete are serious, the probability of deformation and other conditions of the concrete is increased, so that when the stress trends of the concrete are serious, stress strain conditions of the concrete are required to be focused, when the stress trends of the concrete are reduced, the probability of deformation and other conditions of the concrete are reduced, and therefore, the stress strain conditions of the concrete are not required to be focused additionally, namely, under different condition factors, the stress conditions of the concrete are different, the stress strain conditions of the concrete are different, and different detection frequencies are set, and in the scheme, the stress strain conditions of the concrete are different; on the other hand, the sleep step is further arranged to control the detection module to enter a sleep state in a period between two adjacent monitoring operations, and compared with the prior art, the sleep time of the detection module is increased, so that the power consumption of the detection module is reduced, and the energy-saving effect is realized.
Drawings
FIG. 1 is a block diagram of an energy saving device for concrete stress-strain monitoring according to an embodiment of the present invention;
fig. 2 is a flow chart of energy conservation for concrete stress-strain monitoring in the first embodiment.
Detailed Description
The following is a further detailed description of the embodiments:
example 1
Substantially as shown in figure 1: the energy-saving device for monitoring the stress and strain of the concrete comprises a detection module and a control module, wherein the detection module is used for monitoring and obtaining the stress information of the concrete; in this embodiment, taking concrete of the bridge as an example, the detection module adopts a surface strain gauge.
The storage module is used for storing a detection frequency table, wherein the detection frequency table comprises preset conditions and detection frequencies corresponding to the preset conditions, and the detection frequency table comprises interval duration; in this embodiment, the detected frequency table is shown in table one, taking the traffic flow as an example.
List one
Preset conditions The traffic flow is less than X1 X1 is less than or equal to the traffic flow and less than X2 X2 is less than or equal to the traffic flow
Detecting frequency f1 f2 f3
Duration of interval T 1 -1 T 2 -1 T 3 -1
Wherein f1 is less than f2 and less than f3, namely, when the traffic flow is large, the detection frequency is large, and when the traffic flow is small, the detection frequency is small.
The acquisition module is used for acquiring the condition factors of the concrete; taking traffic flow as an example, because the traffic conditions of the bridge are all detected by a special detection system, in the embodiment, after the authorization of a detection system mechanism is obtained, an acquisition module communicates with the detection system and acquires the condition factors of concrete, the acquisition comprises two modes of active acquisition and passive acquisition, wherein the active acquisition refers to the acquisition of the condition factors after the acquisition module is inquired from the detection system after the communication with the detection system, the passive acquisition refers to the transmission of the condition factors to the acquisition module by the detection system, and the acquisition module only needs to receive the condition factors. The collected traffic flow is set to be X, i.e., in this embodiment, the condition factor is X.
The matching module is used for comparing the acquired condition factors with the detection frequency table and matching the acquired condition factors with corresponding detection frequencies; and setting the acquired condition factor X > X2, and matching the detection frequency matched by the matching module from the detection frequency table to be f3.
And the control module is used for controlling the detection module to work according to the matched detection frequency and controlling the detection module to sleep in the period between two adjacent monitoring operations. Setting the matched detection frequency f3 to 0.1Hz, then T 3 The corresponding interval duration is 10s. That is, the detection module performs a monitoring operation every 10s, so the control module will control the detection module to sleep in a nine second period after monitoring and obtaining the concrete stress information in the first second in a period of 10s.
Specifically, in this embodiment, the control module includes a timing unit, a calculating unit, and a triggering unit, where the timing unit is configured to start timing to obtain a timing duration when the matching module matches the detection frequency, and the triggering unit triggers the detection module to work when the timing duration is equal to the interval duration, the calculating unit is configured to calculate the timing duration according to the interval duration, and when the calculating unit obtains that the timing duration is equal to the interval duration, the triggering unit is further configured to trigger the timing unit to restart timing. That is, if the detection frequency is set to be 0.1Hz, the interval duration is 10s, and when the timing duration is 10s, the timing duration calculated by the calculating unit is 10s, and at this time, the triggering unit triggers the timing unit to count again.
The input module is used for inputting the modification information; in this embodiment, the input module adopts a keyboard, and in other embodiments, the input module may be other input peripherals such as a handwriting board and a microphone.
And the correction module is used for modifying the preset detection frequency table according to the modification information.
Based on the above-mentioned energy-saving device for monitoring the stress strain of concrete, as shown in fig. 2, the embodiment also discloses an energy-saving method for monitoring the stress strain of concrete, which comprises the following steps:
the acquisition step: acquiring condition factors of concrete; in this embodiment, taking the condition factor as an example of the vehicle flow, the collected vehicle flow is set to be X, that is, the condition factor is set to be X.
Matching: matching corresponding detection frequencies from a preset detection frequency table according to the acquired condition factors; in this embodiment, as shown in table one, when the collected traffic flow X is less than X1, the matched detection frequency is f1, when the collected traffic flow X is greater than or equal to X1 and X is less than X2, the matched detection frequency is f2, and when the collected traffic flow X is greater than or equal to X2, the matched detection frequency is f3.
The detection step comprises: monitoring the concrete by adopting a detection module according to the matched detection frequency to obtain stress information; specifically, when the detection frequency is matched, starting to count to obtain a count time length, triggering the detection module to work when the count time length is equal to the interval time length, and restarting to count at the same time to obtain a new count time length; in this embodiment, the collected traffic flow X is set to be greater than or equal to X2, so that the matched detection frequency is f3, f3=0.1 Hz is set, that is, in the detection step, the detection module 10s performs a monitoring operation, specifically, starts timing when the detection frequency is matched, performs a monitoring operation when the timing duration of the timing is 10s, and simultaneously resumes the timing, and performs a monitoring operation again when the timing duration of the timing is 10s again.
Dormancy step: the detection module is controlled to sleep in the period between two adjacent monitoring operations, namely the detection module will sleep after completing one monitoring operation, and the detection module will sleep again after restarting the monitoring operation when the next monitoring operation.
And (3) correcting: and inputting modification information, and modifying a preset detection frequency table according to the input modification information.
Example two
The first difference from the embodiment is that in this embodiment, the control module includes a timing unit, a calculating unit, and a triggering unit, where the timing unit is configured to start timing to obtain a timing duration when the matching module matches the detection frequency, the calculating unit is configured to calculate the timing duration according to the interval duration, and when the calculating result shows that the timing duration is multiple of the interval duration, the triggering unit triggers the detection module to work.
In this embodiment, f3=0.1 Hz is also set for example with the matched detection frequency being f3, and the interval duration is 10s, so when the detection frequency is matched, the timing unit starts to count to obtain the timing duration, the calculating unit calculates the timing duration, and when the timing duration is calculated to be equal to the multiple of the interval duration, that is, when the timing duration is 10s, 20s, 30s, etc., the triggering unit triggers the detection module to work.
Example III
The difference from the first and second embodiments is that in this embodiment, the power supply module further includes a detection module;
the electric quantity detection module is used for detecting the residual electric quantity of the power supply module;
the communication module is used for communicating with the monitoring center;
the detection module comprises a detection unit and a processing unit, wherein the detection unit is used for acquiring stress parameters, and the processing unit is used for processing the acquired stress parameters to obtain stress information;
the storage module is further preset with power consumption of the detection module in a normal state, a communication state and a storage state, wherein the normal state refers to the power consumption when the detection module collects stress parameters and processes the stress parameters to obtain stress information, the communication state refers to the power consumption when the detection module collects the stress parameters and transmits the stress parameters back to the communication module, in the process, in order to ensure that the stress parameters meet the information transmission requirement, format processing is further needed on the stress parameters so that the stress parameters can meet the information transmission format requirement, the storage state refers to the power consumption when the stress parameters are collected and stored in the operation flow, and other processing operations on the stress parameters are not involved in the process, wherein the power consumption in the normal state is greater than the power consumption in the communication state and greater than the power consumption in the storage state.
The storage module is also preset with a monitoring level table, wherein the monitoring level table comprises a monitoring period and a monitored importance level, as shown in a second table.
Watch II
Monitoring period of time T1-T2 T2-T3 T3-T4
Importance level Third class First class Second class
Of these, one is an important class, two is a secondary class, and three is a non-important class.
And the analysis module is used for analyzing whether the residual electric quantity can meet the electric quantity requirement of the detection module in the residual period according to the residual electric quantity detected by the electric quantity detection module.
And the control module is also used for adjusting and controlling the working state of the detection module according to the residual electric quantity detected by the electric quantity detection module and the monitoring grade table.
T1-T4 are described as a cycle. In order to ensure that the power supply module can maintain the operation of the detection module in one period, in this embodiment, the working state of the detection module is also adjusted according to the importance level of the monitoring period; setting the power in the normal state as P1, the power in the communication state as P2, the power in the storage state as P3, and the power consumption in the sleep mode as P4, wherein P1 is more than P2 and more than P3 is more than P4.
Setting the residual electric quantity detected by the electric quantity detection module as X and the residual time in the period as t, then the electric quantity required by the detection module working in a normal working state in the period residual time as P1t, analyzing the residual electric quantity X and the required electric quantity P1t by the analysis module at the moment, if the residual electric quantity X is smaller than the required electric quantity P1t, indicating that the residual electric quantity can not meet the electric quantity requirement of the detection module in the residual period, and therefore, adjusting the working state of the detection module to ensure that the power supply module can maintain the electric quantity requirement of the detection module in the residual period.
In addition, the importance degree of the monitoring operation in different monitoring periods in the same period is considered to be different, for example, the stress strain condition of the concrete needs to be focused during the peak period of the traffic flow, namely the monitoring result is needed, and the monitoring result does not need to be focused at the late night time when the traffic flow is small or the vehicle does not pass for a long time.
Therefore, in the scheme, the importance levels of the monitoring operations in different monitoring periods are also divided according to the different monitoring periods, and for the monitoring period with the importance level equal to the first importance level, namely, a complete monitoring process needs to be completed in the monitoring period, namely, the detection module needs to work normally; for the monitoring period with the importance level of second class, the importance is reduced compared with first class, so that the detection module can work in a mode in a communication state, namely, after the stress parameter is acquired by the detection module, the stress parameter is transmitted back to the monitoring center through the communication module, and the corresponding stress information is obtained by processing the stress parameter by the monitoring center, and in the state, the power consumption of the detection module is reduced because the processing operation is not performed; for the monitoring period with three importance levels, the importance is lowest, so that the detection module can work in a mode in a storage state, namely, after the stress parameters are collected by the detection module, the stress parameters are not subjected to any processing operation, but are directly stored, and the stress parameters are not required to be transmitted back to the monitoring center, and the power consumption of the detection module in the state is further reduced. The processing of the stress parameters can be performed after the stored stress parameters are read in the subsequent time.
The foregoing is merely an embodiment of the present invention, and a specific structure and characteristics of common knowledge in the art, which are well known in the scheme, are not described herein, so that a person of ordinary skill in the art knows all the prior art in the application day or before the priority date of the present invention, and can know all the prior art in the field, and have the capability of applying the conventional experimental means before the date, so that a person of ordinary skill in the art can complete and implement the present embodiment in combination with his own capability in the light of the present application, and some typical known structures or known methods should not be an obstacle for a person of ordinary skill in the art to implement the present application. It should be noted that modifications and improvements can be made by those skilled in the art without departing from the structure of the present invention, and these should also be considered as the scope of the present invention, which does not affect the effect of the implementation of the present invention and the utility of the patent. The protection scope of the present application shall be subject to the content of the claims, and the description of the specific embodiments and the like in the specification can be used for explaining the content of the claims.

Claims (6)

1. The energy-saving device for monitoring the stress and strain of the concrete comprises a detection module and a control module, wherein the detection module is used for monitoring and obtaining the stress information of the concrete;
the method is characterized in that: the storage module is used for storing a detection frequency table, wherein the detection frequency table comprises preset conditions and detection frequencies corresponding to the preset conditions;
the acquisition module is used for acquiring the condition factors of the concrete;
the matching module is used for comparing the acquired condition factors with the detection frequency table and matching the acquired condition factors with corresponding detection frequencies;
the control module is used for controlling the detection module to work according to the matched detection frequency and controlling the detection module to sleep in a period between two adjacent monitoring operations;
the power supply module also comprises a detection module;
the electric quantity detection module is used for detecting the residual electric quantity of the power supply module;
the communication module is used for communicating with the monitoring center;
the detection module comprises a detection unit and a processing unit, wherein the detection unit is used for acquiring stress parameters, and the processing unit is used for processing the acquired stress parameters to obtain stress information;
the storage module is also preset with power consumption of the detection module in a normal state, a communication state and a storage state;
the storage module is also preset with a monitoring level table, wherein the monitoring level table comprises a monitoring period and a monitored importance level;
the analysis module is used for analyzing whether the residual electric quantity can meet the electric quantity requirement of the detection module in the residual period according to the residual electric quantity detected by the electric quantity detection module;
and the control module is also used for adjusting and controlling the working state of the detection module according to the residual electric quantity detected by the electric quantity detection module and the monitoring grade table.
2. The energy saving device for concrete stress-strain monitoring according to claim 1, wherein: the detection frequency table comprises interval duration;
the control module comprises a timing unit and a triggering unit, wherein the timing unit is used for starting timing to obtain timing duration when the matching module matches the detection frequency, and the triggering unit is used for triggering the detection module to work when the timing duration is equal to the interval duration.
3. The energy saving device for concrete stress-strain monitoring according to claim 2, wherein: the control module further comprises a calculation unit, wherein the calculation unit is used for calculating the timing duration according to the interval duration, and the triggering unit is further used for triggering the timing unit to restart timing when the calculated timing duration is equal to the interval duration.
4. The energy saving device for concrete stress-strain monitoring according to claim 2, wherein: the control module further comprises a calculation unit, wherein the calculation unit is used for calculating the timing duration according to the interval duration, and when the calculated timing duration is multiple of the interval duration, the triggering unit triggers the detection module to work.
5. The energy saving device for concrete stress-strain monitoring according to claim 1, wherein: the system also comprises an input module for inputting modification information;
and the correction module is used for modifying the preset detection frequency table according to the modification information.
6. The energy-saving method for monitoring the stress strain of the concrete is characterized by comprising the following steps of: use of an energy saving device for concrete stress strain monitoring according to any of claims 1-5;
the method comprises the following steps:
the acquisition step: collecting condition factors of concrete;
matching: matching corresponding detection frequencies from a preset detection frequency table according to the acquired condition factors;
the detection step comprises: monitoring the concrete by adopting a detection module according to the matched detection frequency to obtain stress information;
dormancy step: controlling the detection module to sleep in a period between two adjacent monitoring operations;
an electric quantity detection step of detecting the remaining electric quantity of the power supply step;
a communication step of communicating with a monitoring center;
the detection step comprises a detection unit and a processing unit, wherein the detection unit is used for acquiring stress parameters, and the processing unit is used for processing the acquired stress parameters to obtain stress information;
the storage module is preset with power consumption of the detection module in a normal state, a communication state and a storage state; a monitoring level table is also preset, and the monitoring level table comprises a monitoring period and a monitoring importance level;
an analysis step of analyzing whether the remaining power can meet the power demand of the detection step in the remaining period according to the remaining power detected by the power detection step;
and a control step of adjusting and controlling the working state of the detection step according to the residual electric quantity detected in the electric quantity detection step and the monitoring grade table.
CN202110441642.5A 2021-03-31 2021-04-23 Energy-saving device and method for monitoring stress and strain of concrete Active CN113176056B (en)

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