CN109183861A - A kind of foundation pit intelligent monitoring method and monitoring system based on mems sensor - Google Patents
A kind of foundation pit intelligent monitoring method and monitoring system based on mems sensor Download PDFInfo
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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Abstract
The synthesis pit retaining monitoring system based on mems sensor that the invention discloses a kind of, it is electrically connected including MEMS acceleration sensor module, frequency-selecting module, analog-to-digital conversion module and data processing module, and between analog-to-digital conversion group and the data processing mould group by system bus；It further include monitoring method, the monitoring method includes selected reference point, calculates the horizontal displacement of pattern foundation pit supporting structure, obtains the drift displacement curve, mems acceleration transducer is arranged according to the curvature of the drift displacement curve, detects the deformation of position automatically using the inclination angle MENS sensing equipment；Comprehensive data are provided to the detection of foundation pit, to enable expert to formulate more perfect arrangement and method for construction, first with all data of the inclination angle MEMS sensing equipment detection foundation pit enclosure stake, then horizontal displacement is calculated by cheating the elastic support method of supporting, data are finally successively transferred to central transmission terminal, server, complete nobody automatic, real-time, whole ground intellectual monitoring.
Description
Technical field
The present invention relates to pit retaining monitoring technical field, specially a kind of foundation pit intelligent monitoring method based on mems sensor
And monitoring system.
Background technique
With the continuous development of China's economy and society, the quantity of domestic deep-foundation pit engineering is constantly increasing, and foundation pit is applied
The cutting depth of work is deeper and deeper, current deep basal pit is developed to from shallow foundation hole, up to more than 20 meters, due to the complexity of Rock And Soil
Property, including the factors such as the origin cause of formation, underground water, architectural environment, underground installation variation, very big challenge is caused to pit displacement monitoring.
With the development of computer technology, the following monitoring system is inevitable to be developed to automation, intelligentized direction, with more
Kind analysis software carries out back analysis prediction to the measured data of foundation pit deformation, realizes " safety monitoring-real-time monitoring-rapid feedback-
The Efficient Cycle of Construction control-online management " researches and develops hardware with high accuracy, and exploitation pit retaining monitoring information management, prediction system
Unite software, building foundation pit construction work information share cloud platform, be pit retaining monitoring technology development and information-aided construction it is necessary it
Road.
At abroad, the automatic monitored control system being made of monitoring robot and a series of sensor has been used, to certain mine
The high slope of deep basal pit is monitored.It is automatic, in real time and wireless collection that the system is able to carry out data, and according to slope displacement
Rate of change and slope displacement variation threshold values carry out early warning etc., while having and being applied using laser scanning modeling to base pit engineering
Work scene is scanned modeling, realizes the functions such as automation modeling, graph and image processing and model rendering.In addition, the system
Three-dimensional laser scanning technique can be combined with the finite element method of mainstream, to realize automatic data acquisition, reality
When data analysis, numerical analysis prediction etc..
China's pit retaining monitoring work at present mainly also rests on the artificial stage, that is, passes through the existing to base pit engineering of certain frequency
Acquisition data in field carry out interior industry processing, then the data report of offer papery or electronics.The mass data collection of base pit engineering
It being very important with being stored in information-aided construction, this allows for pit retaining monitoring, and in guiding construction, there are the time differences, or
Say guiding construction that cannot be information-based.There is also make up data, make up report in the market for monitoring at present.To be difficult to
Engineering safety is instructed to implement to control by pit retaining monitoring work.
The equipment of pit retaining monitoring and forecast system substantially still continues to use traditional, old-fashioned equipment at home at present,
So that existing vibration monitoring has following inconvenience:
1, weight is big, and volume is big, it has not been convenient to transport and storage；
2, measurement vibration numerical value is inaccurate；
3, power consumption is big, and typically up to tens watts or more；
4, crucial geophone mechanical component is easily damaged, and is afraid of impact, is afraid of collision, carries and maintenance is not easy；
5, to data acquisition process inconvenience.
Summary of the invention
In order to overcome the shortcomings of that prior art, the present invention provide a kind of synthesis pit retaining monitoring based on mems sensor
System and foundation pit structure directly depend on and are arranged on barricade, and the structure of itself is simple, and can overcome the shadow in actual environment
The factor of sound prevents mechanical structure to be damaged, to realize the automatic collection and processing of data, energy using corresponding protection structure
The problem of effective solution background technique proposes.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of foundation pit intelligent monitoring method based on mems sensor, includes the following steps:
S100, selected reference point, calculate the horizontal displacement of pattern foundation pit supporting structure, obtain the drift displacement curve；
S200, the designated position according to the curvature choice arrangement mems acceleration transducer of the drift displacement curve, and will
Mems acceleration transducer is put into designated position；
S300, mems acceleration transducer detect the deformation of position automatically, and the deformation data that will test is sent
It is handled to central transmission terminal.
As a preferred technical solution of the present invention, the step of calculating horizontal displacement, is as follows:
Horizontal displacement, supporting construction deflection curve equation are calculated according to the elastic support method of pattern foundation pit supporting structure are as follows:
F=mzy；
In formula, the bending stiffness of EI- Calculation of support width, y- horizontal displacement, z- supporting construction top to calculating point
Distance, ekHorizontal load standard value on the outside of foundation pit, b1Soil lateral pressure calculates width, b0The drag of soil calculates width, h-
Operating condition excavation of foundation pit depth, m- horizontal foundation counter-force proportionality coefficient, f- horizontal foundation counter-force.
As a preferred technical solution of the present invention, after finding out horizontal force f, referring to pile crown exposure level power and torque
The theory of the completely embedding loaded stake of level, acquires displacement, moment of flexure and the shearing of the following depth of excavation face, specific to calculate public affairs
Formula is as follows:
Tj=Kj(yj-y0j)=T0j；
In formula, TjSupport force, T0jSupport the axle power of pre-add, KjSupport spring rigidity, yjAt the support j being calculated
Horizontal displacement, y0jSupport the horizontal displacement at j before support setting, H0Stake top horizontal force, M0Moment of flexure, h- depth.
As a preferred technical solution of the present invention, after the moment of flexure, shearing and the displacement that calculate each depth of foundation pit, carry out
The step of it is as follows:
S201, according to different pattern foundation pit supporting structure modes, analytic application or application software, it is bent to obtain different horizontal displacements
Line；
The curvature of S202, calculated curve, and according to bent curvature of a curve come the specified of choice arrangement mems acceleration transducer
Mems acceleration transducer, is arranged in the position of maximum curvature by position, so that the overall precision of detection be made to reach highest.
As a preferred technical solution of the present invention, the mems acceleration transducer carries battery feed, mems
The deflection of acceleration transducer automatic measurement position in the case where unattended, and will by wireless ad hoc network
The signal of detection is immediately sent to neighbouring central transmission terminal.
In addition, the present invention also provides a kind of synthesis pit retaining monitoring system based on mems sensor, comprising:
MEMS acceleration sensor module, for receiving the shock wave signal in tri- directions X, Y, Z；
Frequency-selecting module, the frequency-selecting module and three axial MEMS acceleration sensor modules are electrically connected,
For by received foundation pit shock wave signal decomposition at required frequency signal；
Analog-to-digital conversion module, the analog-to-digital conversion module and the frequency-selecting module are electrically connected, for after decomposing
Required frequency signal carry out analog-to-digital conversion obtain digital signal；
Data processing module, data processing module and the analog-to-digital conversion module are electrically connected, for obtaining according to after conversion
To digital signal carry out informix processing and result be output to server completing receiving, storage and place to monitoring data
The functions such as reason；
It is electrically connected between the analog-to-digital conversion group and the data processing mould group by system bus.
As a preferred technical solution of the present invention, the frequency-selecting module includes: wide frequency band measurement unit, is used for
The shock wave signal decomposition come will be received into monitoring signals needed for broadband；Short cycle monitoring unit, for the shake come will to be received
Wave signal decomposition is moved into monitoring signals needed for short cycle.
As a preferred technical solution of the present invention, the frequency-selecting module further includes each frequency band processing unit, is used
Handled to obtain very broadband shock detection result in each frequency band is monitored desired signal.
As a preferred technical solution of the present invention, analog-to-digital conversion module includes: A/D conversion module at least all the way,
For carrying out analog-to-digital conversion to desired signal；Shock wave collection analysis applying unit, for realizing different vibration monitoring modes
And its selection, and then different monitoring functions.
As a preferred technical solution of the present invention, data processing module includes: that server completes deformation monitoring online
Reception, storage, processing, analysis, alarm, the visualization of data show function.
Compared with prior art, the beneficial effects of the present invention are:
(1) present invention utilizes MEMS acceleration transducer technology, frequency distribution, computer, communication, network, automatic control
Etc. technologies, pit retaining monitoring system is brought into unified platform, realize information integration, formed using information integration as core, collection
Data acquisition, monitoring, control, management, early warning are in networking, informationization and the intelligentized integrated system of one.Its purpose purport
For various vibration monitoring data, various monitoring objectives provide the integrated monitor platform of high automation, high reliability, and provide one
Open, enhanced scalability the information integration architectural framework for having function dynamic configuration, flexibly recombinating characteristic of kind, realizes function
The separation of separation, data and the application that can be used with the separation, information collection and information of equipment, thus deactivation system function with set
Standby tightly coupled binding relationship is eliminated the contradiction between the survey shake expanding of system function currently got worse and global optimization, is reached
The unified target of each subsystem of vibration monitoring net；
(2) detection method of foundation pit deformation of the invention can detect sedimentation, displacement, stress variation, water level, water pressure, hole
Bottom rebound etc. data, detection can correlation data it is more, provide comprehensive data to the detection of foundation pit, pass through MEMS
Acceleration transducer detects all data and deformation parameter of foundation pit enclosure stake, is then calculated by the elastic support method of hole supporting
Data, are then successively transferred to central transmission terminal, server by horizontal displacement and other deflections out, complete nobody certainly
Dynamic monitoring and real-time foundation pile deformation monitoring, monitoring data real-time high-efficiency, the whole deformation to foundation pile fender post of energy carry out
Monitor and draw, and final server complete online reception to deformation measurement data, to the respective handlings of data, be automatically stored
Data, the drawing of data and analysis, the quotation of data show data with chart and written form on a display screen, from
And show each middle deformation data of foundation pit at a glance.
Detailed description of the invention
Fig. 1 is the flow chart of foundation pit deformation detection method of the invention；
Fig. 2 is the pattern foundation pit supporting structure the drift displacement curve that the present invention calculates prediction；
Fig. 3 is vertical MEMS acceleration transducer position view of the present invention by the drift displacement curve arrangement；
Fig. 4 is horizontal plane MEMS acceleration transducer position view of the present invention by the drift displacement curve arrangement；
Fig. 5 is monitoring system structure diagram of the invention.
Figure label: the continuous barricade in the underground 1-；2- corrects mark post；3- built-in slip casting pipe；4- floor level plate；5- monitoring system
System integral box；6- lamina affixad；The dead-weight balanced plate of 7-；8- horizontal measurement plate；9- measures chassis；The longitudinal direction 10- measuring rod；11- annular
Expansion tube；12- expansion water-stop band；13- level meter；14- vertically accepts guide rod；15- maintains an equal level plate；16- flexible support bar；17- rock
Cotton plate mandril；18- bourdon tube.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
As shown in Figures 1 to 4, the present invention provides a kind of foundation pit intelligent monitoring methods based on mems sensor, including
Following steps:
S100, selected reference point, calculate the horizontal displacement of pattern foundation pit supporting structure, obtain the drift displacement curve；
The step of selected reference point are as follows: according to the experience of expert and suggest or be calculated not by excavation of foundation pit shadow
Loud point, this point are the datum mark unrelated with Excavation Settlement.
The step of calculating horizontal displacement, is as follows:
Horizontal displacement, supporting construction deflection curve equation are calculated according to the elastic support method of pattern foundation pit supporting structure are as follows:
F=mzy；
In formula, the bending stiffness of EI- Calculation of support width, y- horizontal displacement, z- supporting construction top to calculating point
Distance, ekHorizontal load standard value on the outside of foundation pit, b1Soil lateral pressure calculates width, b0The drag of soil calculates width, h-
Operating condition excavation of foundation pit depth, m- horizontal foundation counter-force proportionality coefficient, f- horizontal foundation counter-force.
After finding out horizontal force f, referring to the theory of the complete embedding loaded stake of level of pile crown exposure level power and torque, ask
Displacement, moment of flexure and the shearing of the following depth of excavation face are obtained, specific formula for calculation is as follows:
Tj=Kj(yj-y0j)=T0j；
In formula, TjSupport force, T0jSupport the axle power of pre-add, KjSupport spring rigidity, yjAt the support j being calculated
Horizontal displacement, y0jSupport the horizontal displacement at j before support setting, H0Stake top horizontal force, M0Moment of flexure, h- depth.
The various data that foundation pit deformation is detected first with detecting instrument, are then calculated the number of various foundation pit deformations
According to, just will appreciate that foundation pit basic condition and every deformation parameter, so that testing staff be enable quickly to obtain foundation pit deformation
Conclusion.
S200, the position according to the curvature choice arrangement mems acceleration transducer of the drift displacement curve, calculate foundation pit
After the moment of flexure of each depth, shearing and displacement, the step of progress, is as follows:
S201, according to different pattern foundation pit supporting structure modes, analytic application or application software, it is bent to obtain different horizontal displacements
Line needs to carry out deeply mixing cement-soil pile monitoring to foundation pit periphery during pit retaining monitoring, and needs to draw foundation pit deep water
Prosposition moves change procedure line (i.e. displacement-depth change curve), this horizontal displacement change procedure line is known as the drift displacement curve.
The drift displacement curve measured is as shown in Fig. 2, the curve in figure is to be predicted and drawn according to some actual foundation pit
The pattern foundation pit supporting structure the drift displacement curve of system.
It need to remark additionally, if can take considerable time and work if the drift displacement curve takes aim at point-rendering by manually
Amount, and drafting is also not accurate enough, error is larger, is also needed when showing multiple curves on a figure by different line tonings or mark
Note is to adapt to the effect printed, so that curve be made preferably to show.Therefore this draws the drift displacement curve using application software,
To achieve the purpose that accurate, saving is artificial, efficiently draw, this software is exactly to monitor people's batch process line software, this software first will
Data classification production be in form, then according to table and require on squared paper automatic marking then line, to complete
The operation of automatic drafting the drift displacement curve, it is convenient and efficient.
The curvature of S202, calculated curve, and arrange according to bent curvature of a curve the position of mems acceleration transducer, it will
Mems acceleration transducer is arranged in the position of maximum curvature, so that the overall precision of detection be made to reach highest.
S300, cleaning earth's surface, are put into designated position for mems acceleration transducer.The mems acceleration transducer is put
Set step are as follows: the specific location that mems acceleration transducer is calculated according to above step adjusts earth's surface herein and foundation pit
The flatness of vertical wall surface, makes the flatness of vertical and earth's surface herein reach the requirement of mems acceleration transducer, then will
Mems acceleration transducer is put into wherein.
The placement location of mems acceleration transducer is as shown in Figure 3 and Figure 4, and Fig. 3 and Fig. 4 respectively indicate mems acceleration biography
Vertical and cross direction profiles figure of the sensor in foundation pit, the label of the digital 1-8 mark mems acceleration transducer in Fig. 3, and
The not depth of representative sensor.
S400, mems acceleration transducer detect the deformation of position automatically, and the deformation data that will test is sent
To central transmission terminal.The mems acceleration transducer carries battery feed, and mems acceleration transducer is unattended
In the case where automatic measurement position deflection, and the signal that will test by wireless ad hoc network is immediately sent to
Neighbouring central transmission terminal.
It need to remark additionally, be influenced to fall mems acceleration transducer by foundation pit soil block, mems acceleration
The outside of sensor is equipped with waterproof membrane and anticollision shell, to avoid mems acceleration transducer by the stone in foundation pit environment
It smashes, avoids battery from leaking electricity or fail, to extend the service life of detection device, also make detection data more accurate and effective.
The central transmission terminal proceeds as follows:
For central transmission terminal in unattended situation, automated wireless receives the measurement number from each earth's surface subsidence survey point
According to interpretation Reseals after handling, then by GPRS/4G wireless communication networks, is sent to deployment according to ICP/IP protocol format
Cloud monitoring server beyond the clouds.
The operation that the server carries out is as follows:
Server completes the reception to deformation measurement data, the respective handling to data, storing data automatically, data online
Drawing and analysis, the quotation of data, data are shown on a display screen with chart and written form, i.e., server can
Show function depending on changing function.
The step of finally carrying out are as follows: recording and storage is carried out to the analysis result and conclusion shown to server, is commented
Estimate the risk class and risk factors of foundation pit detection position, and draft the arrangement and method for construction of optimal base pit engineering, to reduce work
The construction risk of people ensures the safety of worker.
The detection method can detect the data of sedimentation, displacement, stress variation, water level, water pressure, the rebound of hole bottom etc.,
Detection can correlation data it is more, provide comprehensive data to the detection of foundation pit, pass through MEMS acceleration transducer detection base
Then all data and deformation parameter of pit enclosure stake calculate horizontal displacement and other by cheating the elastic support method of supporting
Then data are successively transferred to central transmission terminal, server by deflection, complete nobody monitoring and real-time foundation pile automatically
Deformation monitoring, monitoring data real-time high-efficiency whole can be monitored and draw to the deformation of foundation pile fender post, and final clothes
Business device complete online the reception to deformation measurement data, the respective handling to data, storing data automatically, data drawing and point
Analysis, the quotation of data show data with chart and written form on a display screen, to make each middle deformation number of foundation pit
According to showing at a glance.
In addition, as shown in figure 5, the present invention also provides a kind of synthesis pit retaining monitoring system based on mems sensor,
Include:
MEMS acceleration sensor module, for receiving the shock wave signal in tri- directions X, Y, Z；
Frequency-selecting module, the frequency-selecting module and three axial MEMS acceleration sensor modules are electrically connected,
For by received shock wave signal decomposition at required frequency signal；
Analog-to-digital conversion module, the analog-to-digital conversion module and the frequency-selecting module are electrically connected, for after decomposing
Required frequency signal carry out analog-to-digital conversion obtain digital signal；
Data processing module, data processing module and the analog-to-digital conversion module are electrically connected, for obtaining according to after conversion
To digital signal carry out informix processing and result be output to server completing receiving, storage and place to monitoring data
The functions such as reason；
It is electrically connected between the analog-to-digital conversion group and the data processing mould group by system bus.
Among the above, MEMS acceleration sensor module, including a 3 axis MEMS acceleration transducer, for receiving shake
Dynamic wave signal.Integral device uses MEMS technology, and MEMS sensor chip is by micron-sized silicon chip three-dimension process technology system
Made of making, miniature or Miniature Sensor.MEMS technology is widely used in industry, information, national defence, medical treatment, automobile and other industries, most often
Such as smart phone, vehicle impact air bag.After MEMS chip large-scale production, cost is relatively low, and stability is high, this is to vibration
Vibration monitoring be undoubtedly a huge development opportunity, if being laid with the equipment on a large scale, more richer shakes will be obtained
Dynamic monitoring record provides some necessary data for research, is applied in pit retaining monitoring system, has huge cost advantage.
The frequency-selecting module includes: wide frequency band measurement unit, for that will receive the shock wave signal decomposition come into width
Monitoring signals needed for frequency band；Short cycle monitoring unit is monitored for that will receive the shock wave signal decomposition come at needed for short cycle
Signal.
The frequency-selecting module further includes each frequency band processing unit, for monitoring each frequency band at desired signal
Reason obtains very broadband shock detection result.
Processing module is connect with analog-to-digital conversion module, for being carried out at informix according to the digital signal obtained after conversion
It manages and result is output to cloud platform, the secondary data memory technology through central processing unit and based on SDRAM, FLASH
It realizes, correspondingly, the analog-to-digital conversion module in the present embodiment includes: A/D conversion module at least all the way, for desired signal
Carry out analog-to-digital conversion；Shock wave collection analysis applying unit, the shock wave collection analysis being integrated in embedded OS are answered
Each shocking waveshape is selected with unit, sampling, quantization, coding/decoding, calculation process and the transformation of information is completed, is used for
Realize different vibration monitoring mode and its selection, and then different monitoring functions.
Accelerometer data compares concussion, containing more high fdrequency component, has drift later for a long time, it is therefore desirable to logarithm
According to being filtered.One Jie's low-pass filtering, the algorithmic formula of low-pass filtering are used to data are as follows:
Y (n)=α X (n)+(1- α) Y (n-1)
In formula: α is filter factor；
X (n) is this sampled value；
Y (n-1) is last time filtering output value；
Y (n) is filtering output value；
First-order low-pass wave method is weighted using this sampled value with last time filtering output value, and effective filter value is obtained,
So that output has feedback effect to input.
Data processing module includes: reception, storage, processing, the analysis, report that server completes deformation measurement data online
Alert, visualization shows function.
The present invention utilizes the skills such as MEMS acceleration transducer technology, frequency distribution, computer, communication, network, automatic control
Art is brought pit retaining monitoring system into unified platform, realizes information integration, is formed using information integration as core, collects data
Acquisition, monitoring, control, management, early warning are in networking, informationization and the intelligentized integrated system of one.Its purpose it is intended that
Various vibration monitoring data, various monitoring objectives provide the integrated monitor platform of high automation, high reliability, and provide one kind and open
It is putting formula, enhanced scalability have function dynamic configuration, flexibly recombination characteristic information integration architectural framework, realize function with
The separation of separation, data and application that separation, information collection and the information of equipment use, so that deactivation system function and equipment are tight
The binding relationship of coupling eliminates the contradiction between the survey shake expanding of system function currently got worse and global optimization, reaches vibration
The unified target of each subsystem of monitoring net.
Pit retaining monitoring method of the invention can accomplish at present project include: underground utilities, underground installation, surface road and
Sedimentation, the displacement of building, the lateral displacement (pile body deviational survey) of fender post underground pile body, sedimentation and the horizontal position for going along with sb. to guard him stake top
It moves, fender post, horizontally-supported stress variation, outer sub-surface is cheated in the soil body lateral displacement (soil body deviational survey) on the outside of foundation pit
Delaminating deposition, the inside and outside water table measure of foundation pit, soil pressure and pore water pressure in the soil body of underground, the interior hole bottom of foundation pit are returned
Bullet monitoring.
Preferably, the detection method of foundation pit enclosure stake of the invention deformation can detect sedimentation, displacement, stress variation, water
The data of position, water pressure, the rebound of hole bottom etc., detection data is more, and documents are more, provides to the detection of foundation pit comprehensive
Data more perfect arrangement and method for construction is formulated, to greatly improve so that expert be enable to obtain more complete conclusion according to data
The safety of worker's construction.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
Claims (10)
1. a kind of foundation pit intelligent monitoring method based on mems sensor, which comprises the steps of:
S100, selected reference point, calculate the horizontal displacement of pattern foundation pit supporting structure, obtain the drift displacement curve；
S200, the designated position according to the curvature choice arrangement mems acceleration transducer of the drift displacement curve, and mems is added
Velocity sensor is put into designated position；
During the deformation data that S300, mems acceleration transducer detect the deformation of position automatically, and will test is sent to
Heart transmission terminal is handled.
2. a kind of foundation pit intelligent monitoring method based on mems sensor according to claim 1, which is characterized in that calculate
The step of horizontal displacement, is as follows:
Horizontal displacement, supporting construction deflection curve equation are calculated according to the elastic support method of pattern foundation pit supporting structure are as follows:
F=mzy；
In formula, the bending stiffness of EI- Calculation of support width, y- horizontal displacement, at the top of z- supporting construction to calculate point away from
From ekHorizontal load standard value on the outside of foundation pit, b1Soil lateral pressure calculates width, b0The drag of soil calculates width, h- operating condition
Excavation of foundation pit depth, m- horizontal foundation counter-force proportionality coefficient, f- horizontal foundation counter-force.
3. a kind of foundation pit intelligent monitoring method based on mems sensor according to claim 2, which is characterized in that find out
After horizontal force f, referring to the theory of the complete embedding loaded stake of level of pile crown exposure level power and torque, excavation face or less is acquired
Displacement, moment of flexure and the shearing of each depth, specific formula for calculation are as follows:
Tj=Kj(yj-y0j)=T0j；
In formula, TjSupport force, T0jSupport the axle power of pre-add, KjSupport spring rigidity, yjThe water at support j being calculated
Prosposition moves, y0jSupport the horizontal displacement at j before support setting, H0Stake top horizontal force, M0Moment of flexure, h- depth.
4. a kind of foundation pit intelligent monitoring method based on mems sensor according to claim 3, which is characterized in that calculate
Out after the moment of flexure of each depth of foundation pit, shearing and displacement, the step of progress, is as follows:
S201, according to different pattern foundation pit supporting structure modes, analytic application or application software, obtain different the drift displacement curves；
The curvature of S202, calculated curve, and according to bent curvature of a curve come the designated position of choice arrangement mems acceleration transducer,
Mems acceleration transducer is arranged in the position of maximum curvature, so that the overall precision of detection be made to reach highest.
5. a kind of foundation pit intelligent monitoring method based on mems sensor according to claim 1, which is characterized in that described
Mems acceleration transducer carries battery feed, and mems acceleration transducer is in the case where unattended where automatic measurement
Deflection at position, and the signal that will test by wireless ad hoc network is immediately sent to neighbouring central transmission terminal.
6. a kind of synthesis pit retaining monitoring system based on mems sensor characterized by comprising
MEMS acceleration sensor module, for receiving the shock wave signal in tri- directions X, Y, Z；
Frequency-selecting module, the frequency-selecting module and three axial MEMS acceleration sensor modules are electrically connected, and are used for
By received shock wave signal decomposition at required frequency signal；
Analog-to-digital conversion module, the analog-to-digital conversion module and the frequency-selecting module are electrically connected, for the institute after decomposing
It needs frequency signal to carry out analog-to-digital conversion and obtains digital signal；
Data processing module, data processing module and the analog-to-digital conversion module be electrically connected, for according to obtaining after conversion
Digital signal carries out informix processing and result is output to receiving, storage and processing etc. of the server completion to monitoring data
Function；
It is electrically connected between the analog-to-digital conversion group and the data processing mould group by system bus.
7. a kind of synthesis pit retaining monitoring system based on mems sensor according to claim 6, which is characterized in that described
Frequency-selecting module includes: wide frequency band measurement unit, is monitored for that will receive the shock wave signal decomposition come at needed for broadband
Signal；Short cycle monitoring unit, for the shock wave signal decomposition come will to be received into monitoring signals needed for short cycle.
8. a kind of synthesis pit retaining monitoring system based on mems sensor according to claim 6, which is characterized in that described
Frequency-selecting module further includes each frequency band processing unit, for being handled to obtain very wideband for each frequency band monitoring desired signal
Band shock detection result.
9. a kind of synthesis pit retaining monitoring system based on mems sensor according to claim 6, which is characterized in that modulus
Conversion module includes: A/D conversion module at least all the way, for carrying out analog-to-digital conversion to desired signal；Shock wave collection analysis
Applying unit, for realizing different vibration monitoring modes and its selection, and then different monitoring functions.
10. a kind of synthesis pit retaining monitoring system based on mems sensor according to claim 6, which is characterized in that number
It include: reception, storage, processing, analysis, alarm, the visualization exhibition that server completes deformation measurement data online according to processing module
Existing function.
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| CN201811195114.0A CN109183861A (en) | 2018-10-15 | 2018-10-15 | A kind of foundation pit intelligent monitoring method and monitoring system based on mems sensor |
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| CN201811195114.0A CN109183861A (en) | 2018-10-15 | 2018-10-15 | A kind of foundation pit intelligent monitoring method and monitoring system based on mems sensor |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111860842A (en) * | 2020-07-29 | 2020-10-30 | 天津市勘察院 | Prediction method for horizontal displacement of existing subway tunnel adjacent to foundation pit engineering |
| CN111985032A (en) * | 2020-08-20 | 2020-11-24 | 哈尔滨工业大学 | Method for judging earthquake failure mode of pile foundation |
| CN112095459A (en) * | 2020-07-29 | 2020-12-18 | 重庆致诚建筑工程检测有限公司 | Comprehensive detection process for road and bridge |
| CN112523273A (en) * | 2020-11-12 | 2021-03-19 | 广东省建设工程质量安全检测总站有限公司 | Supplement analysis method for horizontal displacement monitoring data of foundation pit crown beam |
| CN113720382A (en) * | 2021-08-20 | 2021-11-30 | 中铁十四局集团大盾构工程有限公司 | Dynamic inverse analysis calculation and fusion algorithm based intelligent monitoring system |
| CN113931238A (en) * | 2021-10-15 | 2022-01-14 | 中交天津港湾工程研究院有限公司 | Method for monitoring position of potential slip surface of foundation pit slope |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10214345A1 (en) * | 2002-03-28 | 2003-10-23 | Harald Gollwitzer Gmbh | Borehole inclination or course measurement device has a measurement unit that is lowered into the borehole using a measurement body that is precisely centered before position measurements are made |
| CN204119273U (en) * | 2014-08-19 | 2015-01-21 | 中国十七冶集团有限公司 | A kind of deep basal pit monitoring device based on Internet of Things wireless sensor network |
| CN104793239A (en) * | 2015-05-15 | 2015-07-22 | 威亚讯通(北京)科技有限公司 | Comprehensive seismological system based on MEMS acceleration sensor |
| CN206223141U (en) * | 2016-11-23 | 2017-06-06 | 广州瀚阳工程咨询有限公司 | A kind of auto monitoring and measurement system for foundation ditch and tunnel deformation |
| CN107747936A (en) * | 2017-11-16 | 2018-03-02 | 建研地基基础工程有限责任公司 | A kind of method for monitoring the independent space earth's surface sedimentation and deformation in underground on-line |
-
2018
- 2018-10-15 CN CN201811195114.0A patent/CN109183861A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10214345A1 (en) * | 2002-03-28 | 2003-10-23 | Harald Gollwitzer Gmbh | Borehole inclination or course measurement device has a measurement unit that is lowered into the borehole using a measurement body that is precisely centered before position measurements are made |
| CN204119273U (en) * | 2014-08-19 | 2015-01-21 | 中国十七冶集团有限公司 | A kind of deep basal pit monitoring device based on Internet of Things wireless sensor network |
| CN104793239A (en) * | 2015-05-15 | 2015-07-22 | 威亚讯通(北京)科技有限公司 | Comprehensive seismological system based on MEMS acceleration sensor |
| CN206223141U (en) * | 2016-11-23 | 2017-06-06 | 广州瀚阳工程咨询有限公司 | A kind of auto monitoring and measurement system for foundation ditch and tunnel deformation |
| CN107747936A (en) * | 2017-11-16 | 2018-03-02 | 建研地基基础工程有限责任公司 | A kind of method for monitoring the independent space earth's surface sedimentation and deformation in underground on-line |
Non-Patent Citations (1)
| Title |
|---|
| 吴伟;: "固定式基坑测斜系统研制", 电子测量技术 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111860842A (en) * | 2020-07-29 | 2020-10-30 | 天津市勘察院 | Prediction method for horizontal displacement of existing subway tunnel adjacent to foundation pit engineering |
| CN112095459A (en) * | 2020-07-29 | 2020-12-18 | 重庆致诚建筑工程检测有限公司 | Comprehensive detection process for road and bridge |
| CN111860842B (en) * | 2020-07-29 | 2024-01-26 | 天津市勘察设计院集团有限公司 | Prediction method for horizontal displacement of existing subway tunnel adjacent to foundation pit engineering |
| CN111985032A (en) * | 2020-08-20 | 2020-11-24 | 哈尔滨工业大学 | Method for judging earthquake failure mode of pile foundation |
| CN111985032B (en) * | 2020-08-20 | 2022-08-26 | 哈尔滨工业大学 | Method for judging earthquake failure mode of pile foundation |
| CN112523273A (en) * | 2020-11-12 | 2021-03-19 | 广东省建设工程质量安全检测总站有限公司 | Supplement analysis method for horizontal displacement monitoring data of foundation pit crown beam |
| CN113720382A (en) * | 2021-08-20 | 2021-11-30 | 中铁十四局集团大盾构工程有限公司 | Dynamic inverse analysis calculation and fusion algorithm based intelligent monitoring system |
| CN113720382B (en) * | 2021-08-20 | 2024-05-03 | 中铁十四局集团大盾构工程有限公司 | Calculation and fusion algorithm based on dynamic inverse analysis and intelligent monitoring system |
| CN113931238A (en) * | 2021-10-15 | 2022-01-14 | 中交天津港湾工程研究院有限公司 | Method for monitoring position of potential slip surface of foundation pit slope |
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