CN109186447A - Distress in concrete detection system and method based on 3D printing and wireless sensing - Google Patents

Distress in concrete detection system and method based on 3D printing and wireless sensing Download PDF

Info

Publication number
CN109186447A
CN109186447A CN201811359289.0A CN201811359289A CN109186447A CN 109186447 A CN109186447 A CN 109186447A CN 201811359289 A CN201811359289 A CN 201811359289A CN 109186447 A CN109186447 A CN 109186447A
Authority
CN
China
Prior art keywords
concrete
bending sensor
flex
distress
printing
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.)
Pending
Application number
CN201811359289.0A
Other languages
Chinese (zh)
Inventor
张帆
张一帆
杨语尧
洪成雨
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.)
Donghua University
National Dong Hwa University
Original Assignee
Donghua University
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 Donghua University filed Critical Donghua University
Priority to CN201811359289.0A priority Critical patent/CN109186447A/en
Publication of CN109186447A publication Critical patent/CN109186447A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B7/00Measuring arrangements characterised by the use of electric or magnetic techniques
    • G01B7/16Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge
    • G01B7/18Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge using change in resistance
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B7/00Measuring arrangements characterised by the use of electric or magnetic techniques
    • G01B7/30Measuring arrangements characterised by the use of electric or magnetic techniques for measuring angles or tapers; for testing the alignment of axes

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Arrangements For Transmission Of Measured Signals (AREA)

Abstract

The distress in concrete detection system based on 3D printing and wireless sensing that the present invention provides a kind of; protection shell including the multiple 3D printings being rotatably coupled by steel hinge; the two halves section of Flex bending sensor is respectively arranged in two adjacent protection shells; two protection shell levels at outermost both ends are set on concrete, and intermediate each protection shell tilts in line to be set on concrete;Each Flex bending sensor passes through connection cable connection GPRS acquisition system, and GPRS acquisition system is wirelessly connected wireless signal collection terminal.The present invention also provides the distress in concrete detection methods based on 3D printing and wireless sensing.The present invention can in real time, accurately, easily detect distress in concrete and cracking degree, realize at a distance to the monitoring of distress in concrete, have the advantages that monitoring result is accurate, monitors year limit for length, is easy to implement, concrete destruction can be effectively controlled.

Description

Distress in concrete detection system and method based on 3D printing and wireless sensing
Technical field
The present invention relates to a kind of distress in concrete detection system and method based on 3D printing Yu wireless Flex sensing technology, It is mainly used in civil engineering the measurement to concrete or other structure member crevices, belongs to crooked sensory technology and is supervised in structural health The application in survey field.
Background technique
Distress in concrete is a problem deserving of attention in engineering, and microcosmic distress in concrete once develops, Ke Nengyin The cracking of works is played, deformation is even destroyed, therefore, is particularly important to the monitoring of distress in concrete.
Currently, the monitoring about distress in concrete mainly has following method: patent CN105403161A provides one The method that kind detects concrete structure crack width using fibre optical sensor, including concrete crack width calculation method, pass through It slots in concrete structure laying optical fiber, using the strain stress relation of crack variation and concrete, proposes the meter of distress in concrete Calculation method, this method computational accuracy is higher, but laying optical fiber sensor of slotting in concrete structure need certain human and material resources, It is complex;Patent CN106839958A provides a kind of easy distress in concrete monitoring and measuring equipment and method, mixed Several pure thin copper wires are arranged in Xtah Crude Clay structure crack developing region, and are tightly attached to piece alloy wire of every pure thin copper wire arranged alongside, A circuit is formed by conducting wire and data collecting instrument, when concrete generates crack, strain changes, then can be supervised It surveys, the inventive structure is simple, and it is easy to make, but measurement data is not accurate enough.
3D printing technique is a kind of new technique by current material printing rapid shaping.By three-dimensional modeling, quickly beat It is printed as type.It is one kind based on mathematical model, by the technology of the layer-by-layer printing shaping of the materials such as metal, plastics, rubber.3D is beaten Print technology is widely used in the fields such as industrial design, package design, jewel design, medical industries, automobile engineering, civil engineering. Currently, 3D printing is suitable for some lesser, high-end productions, 3D printing technique is since it is simple and convenient, printing speed Molding technology is widely used.
Flex bending sensor is a kind of resistance sensor of the surface with one layer of special resistance material.Flex bending passes Sensor is widely used in the fields such as robot, medical treatment, building.Compared with other sensors, it have it is small and exquisite, conveniently, precision High advantage.When Flex bending sensor is occured bending and deformation by stress, sheet resistance value can change, when by Flex Bending sensor according to the result of calibration experiment for that can obtain monitoring the numerical value of physical quantity when monitoring.Flex crooked sensory Affected by environment smaller after device encapsulation, service life is longer.
Bluetooth technology is a kind of wireless technology, it can be achieved that short range data transmission between fixed equipment, mobile device.It is blue Tooth technology is applied to the multiple fields such as electronics, computer, telecommunications.Bluetooth technology has the agreement of client/server, and a main equipment can At most it is connected with 7 from equipment.
GPRS wireless technology is the abbreviation for being grouped wireless service technology, it is a kind of shifting that mobile phone user can be used Dynamic data serviceGPRS is continuously different in the mode of channel transmission with other, is transmitted with package formula, taking when transmitted With being calculated with the unit of its transmission, its entire channel is not used, it is relatively reasonable cheap.The transmission rate of GPRS is also than in the past It is promoted.GPRS wireless technology is the technology between 2G and 3G, also referred to as 2.5G.If by the technology and bluetooth without Line technology is used for together in the monitoring to distress in concrete, can be monitored the acquisition of data to it all the time, whenever and wherever possible. Compared with the traditional way, GPRS technical transmission rate is higher and connection charge is lower.
Therefore, this invention address that the technologies such as 3D printing, Flex bending sensor, bluetooth, GPRS are combined, one is provided The system and method that kind can facilitate, accurately be detected to distress in concrete.
Summary of the invention
The technical problem to be solved in the present invention is to provide one kind can in real time, accurately, easily detect distress in concrete and The system and method for cracking degree.
In order to solve the above-mentioned technical problem, the technical solution of the present invention is to provide a kind of based on 3D printing and wireless sensing Distress in concrete detection system, it is characterised in that: the protection shell including cutting with scissors the multiple 3D printings being rotatably coupled by steel, The two halves section of Flex bending sensor is respectively arranged in two adjacent protection shells, two protection shell water at outermost both ends Flat to be set on concrete, intermediate each protection shell tilts in line to be set on concrete;Each Flex bending sensor is logical Connection cable connection GPRS acquisition system is crossed, GPRS acquisition system is wirelessly connected wireless signal collection terminal.
Preferably, the protection shell is formed by PLA material by 3D printing.
Preferably, the GPRS acquisition system is wirelessly connected wireless signal collection terminal by bluetooth module.
The distress in concrete detection method based on 3D printing and wireless sensing that the present invention also provides a kind of, feature exist In using the above-mentioned distress in concrete detection system based on 3D printing and wireless sensing, step are as follows:
Step 1: n being fixed on concrete by the packaged Flex bending sensor of protection shell, the two of both ends A protection shell is horizontally disposed, and intermediate each protection shell is obliquely installed in line, and n is positive integer;
Step 2: all Flex bending sensors being connected to GPRS acquisition system by connecting cable, check wireless signal Collection terminal communicates intact with GPRS acquisition system;
Step 3: carrying out the calibration experiment of Flex bending sensor, obtain the registration variation and angle of Flex bending sensor The relationship of variation;
Step 4: starting to detect, the registration of Flex bending sensor is sent to wireless signal by GPRS acquisition system and collects Terminal, the relationship of registration variation and angle change that wireless signal collection terminal is obtained according to step 3, the Flex of actual measurement is bent The registration variation of sensor is scaled angle change value, and calculates concrete cracking value, to realize to distress in concrete Detection.
Preferably, the detailed process of the step 3 are as follows: Flex bending sensor is bent into different angle, and records biography Sensor registration draws bending angle variation with sensor registration and changes figure, and the two has linear relationship, so that it is curved to obtain Flex Linear relationship between the registration variation △ C and bending angle variation θ of bent sensor meets: θ=△ C/K, K are slope.
Preferably, in the step 4, the circular of distress in concrete are as follows:
Record the initial registration C of Flex bending sensor1, when concrete splits, Flex bending sensor is by corresponding Bending, records Flex bending sensor registration C at this time2, the variation of Flex bending sensor registration is △ C=C2-C1, then can obtain Bending angle to Flex bending sensor changes θ=△ C/K;
Then concrete cracking value △ S=Ltan θ, L are the length of Flex bending sensor;
It can thus be concluded that concrete adds up cracking value S=Ltan θ1+Ltanθ2+…+Ltanθn, θiIt is passed for i-th of Flex bending The bending angle of sensor changes, and n is the number of Flex bending sensor, 1≤i≤n.
System provided by the invention overcomes the deficiencies in the prior art, can in real time, accurately, easily detect coagulation soil cracking Seam and cracking degree, Flex bending sensor have the characteristics that small in size, high sensitivity;3D printing has rapid shaping, simple Convenient feature encapsulates the protection shell of 3D printing, so that Flex bending sensor is not corroded on Flex bending sensor Equal environment influence, and prolong its service life;The monitoring to distress in concrete at a distance may be implemented in GPRS acquisition system, has prison Survey result is accurate, monitors year limit for length, advantage easy to implement, and concrete destruction can be effectively controlled.
Detailed description of the invention
Fig. 1 is the distress in concrete detecting system schematic diagram provided in this embodiment based on 3D printing and wireless sensing;
Fig. 2 is the single Flex bending sensor schematic diagram when concrete cracking;
Fig. 3 is Flex bending sensor encapsulation schematic diagram;
Fig. 4 is Flex bending sensor schematic diagram;
Description of symbols: 1-concrete sample, 2-micro cracks, the protection materials of 3-3D printings, 4-steel hinge, 5-Flex bending sensors, 6-connection cables, 7-GPRS acquisition systems, 8-wireless signal collection terminals.
Specific embodiment
Present invention will be further explained below with reference to specific examples.
Fig. 1 is the distress in concrete detecting system schematic diagram provided in this embodiment based on 3D printing and wireless sensing, institute The distress in concrete detection system based on 3D printing and wireless sensing stated includes the protection shell 3 of 3D printing, steel hinge 4, Flex Bending sensor 5, connection cable 6, GPRS acquisition system 7 and wireless signal collection terminal 8 etc..
In conjunction with FIG. 1 to FIG. 3,5 half of Flex bending sensor is placed in 3 one end of protection shell, and Flex bending passes The other half is placed in another protection 3 one end of shell sensor 6, and two adjacent protection shells 3 make phase by 4 connection of steel hinge It can be rotated upwardly and downwardly between adjacent two protection shells 3, as shown in Figures 2 and 3.The both ends of i.e. each protection shell 3 are respectively equipped with The half of Flex bending sensor 5.In this way, several Flex bending sensors 5 are encapsulated, two Flex bending at both ends The free end of sensor 5 also is provided with steel hinge 4.
As shown in Figure 1, keeping two protection shells 3 of upper/lower terminal horizontally disposed, intermediate each protection shell 3 is at always Line is obliquely installed.Even if the steel at two protection 3 both ends of shell of upper/lower terminal cuts with scissors 4 levels and is fixed on concrete sample 1, and Adopt the surface that intermediate each protection shell 3 is fixed on to concrete sample 1 in the method for paste.
Each Flex bending sensor 5 is connected into GPRS acquisition system 7 by connection cable 6, GPRS acquisition system 7 passes through Data wireless transmission is entered wireless signal collection terminal 8 by bluetooth module.Wireless signal collection terminal 8 receives data, works as coagulation When local products life crack, resistance variations cause 5 registration of Flex bending sensor to change, and the relationship as obtained by calibration obtains bending angle Degree, and calculate concrete sample cracking degree.
Wherein, protection shell 3 is formed by PLA material by 3D printing.
GPRS acquisition system 7 has lithium battery and bluetooth transceiver therein.
Implementation method of the invention is as follows:
Step 1:
Calibration experiment is carried out to Flex bending sensor 5 first.Flex bending sensor 5 is bent to different angles, And signal is received by wireless signal collection terminal 8, record the variation of 5 registration of Flex bending sensor.Flex bending sensor Registration variation meets linear relationship with bending angle variation, thus obtains Flex bending sensor registration variation △ D and bending angle Linear relationship between degree variation θ, θ=△ D/K, and acquire slope K.
Step 2:
Carry out modelling.PLA material is placed on printing protection shell 3 in 3D printer, and pre- at half It boxes out gap, Flex bending sensor 5 is put into wherein, and plus the other end of steel hinge 4, Flex bending sensor 5 also with printing Good protection shell 3 is packaged, and sequence is by n Flex bending sensor 5, protection shell 3, the N+2 of N+1 3D printing according to this A 4 link of steel hinge constitutes whole.
Step 3:
The steel hinge level of the upper and lower ends of Flex bending sensor model is fixed on concrete sample 1, and using viscous Flex bending sensor model is fixed on the surface of concrete sample 1 by the mode of patch, as shown in Figure 1.N number of Flex is bent and is passed The connection cable 6 of sensor is connected, and accesses GPRS signal acquiring system 7, will by bluetooth module by GPRS signal acquiring system 7 Data wireless transmission enters wireless signal collection terminal 8.
Step 4:
Data are received by wireless signal collection terminal 8, when concrete cracking, sensor registration can be changed over time, Bending angle can be obtained according to calibration experiment acquired results, and calculates Flex bending sensor shift value, thus carries out concrete Crack Monitoring.It is specific to calculate are as follows: the record initial registration D of Flex sensor1, when concrete generates crack, Flex crooked sensory Device bending, records registration D2, the variation of Flex bending sensor registration is △ D=D2-D1, it is bent the bending of sensor accordingly Angle change value θ=△ D/K.In conjunction with Fig. 4, and calculate the shift value △ S=Ltan θ of Flex bending sensor.Thus calculating side Fa Ke get adds up cracking value are as follows: S=Ltan θ1+Ltanθ2+…+Ltanθn, n is the number of Flex bending sensor.
Calculation formula is summarized as follows:
△ D=D2-D1
θ=△ D/K
Tan θ=△ S/L
△ S=Ltan θ
S=Ltan θ1+Ltanθ2+…+Ltanθn
In formula, L is the length for protecting shell 3;△ D is Flex bending sensor registration changing value;θiWhen for crack occurs I-th each Flex bending sensor bending angle variation, 1≤i≤n;△ S is Flex bending sensor shift value, as coagulation Native cracking value;S is Flex bending sensor accumulative displacement numerical value, i.e. concrete adds up cracking value.
The above, only presently preferred embodiments of the present invention, not to the present invention in any form with substantial limitation, It should be pointed out that under the premise of not departing from the method for the present invention, can also be made for those skilled in the art Several improvement and supplement, these are improved and supplement also should be regarded as protection scope of the present invention.All those skilled in the art, Without departing from the spirit and scope of the present invention, when made using disclosed above technology contents it is a little more Dynamic, modification and the equivalent variations developed, are equivalent embodiment of the invention;Meanwhile all substantial technologicals pair according to the present invention The variation, modification and evolution of any equivalent variations made by above-described embodiment, still fall within the range of technical solution of the present invention It is interior.

Claims (6)

1. a kind of distress in concrete detection system based on 3D printing and wireless sensing, it is characterised in that: including cutting with scissors (4) by steel The protection shell (3) for the multiple 3D printings being rotatably coupled, the two halves section of Flex bending sensor (5) are respectively arranged on adjacent In two protection shells (3), two protection shells (3) at outermost both ends are horizontal to be set on concrete, and intermediate each protection is outer Shell (3) tilts in line to be set on concrete;Each Flex bending sensor (5) connects GPRS by connection cable (6) and adopts Collecting system (7), GPRS acquisition system (7) are wirelessly connected wireless signal collection terminal (8).
2. a kind of distress in concrete detection system based on 3D printing and wireless sensing as described in claim 1, feature exist In: the protection shell (3) is formed by PLA material by 3D printing.
3. a kind of distress in concrete detection system based on 3D printing and wireless sensing as described in claim 1, feature exist In: the GPRS acquisition system (7) is wirelessly connected wireless signal collection terminal (8) by bluetooth module.
4. a kind of distress in concrete detection method based on 3D printing and wireless sensing, which is characterized in that using such as claim 1 ~3 described in any item distress in concrete detection systems based on 3D printing and wireless sensing, step are as follows:
Step 1: n are fixed on concrete by the packaged Flex bending sensor (5) of protection shell (3), both ends Two protection shells (3) are horizontally disposed, and intermediate each protection shell (3) is obliquely installed in line, and n is positive integer;
Step 2: all Flex bending sensors (5) being connected to GPRS acquisition system (7) by connecting cable (6), check nothing Line signal collection terminal (8) communicates intact with GPRS acquisition system (7);
Step 3: carrying out the calibration experiment of Flex bending sensor (5), obtain registration variation and the angle of Flex bending sensor (5) Spend the relationship of variation;
Step 4: starting to detect, the registration of Flex bending sensor (5) is sent to wireless signal receipts by GPRS acquisition system (7) Collect terminal (8), the relationship of registration variation and angle change that wireless signal collection terminal (8) is obtained according to step 3, by actual measurement The registration variation of Flex bending sensor (5) is scaled angle change value, and calculates concrete cracking value, to realize to mixed The detection of solidifying soil cracking seam.
5. a kind of distress in concrete detection method based on 3D printing and wireless sensing as claimed in claim 4, feature exist In: the detailed process of the step 3 are as follows: Flex bending sensor (5) is bent into different angle, and records sensor registration, It draws bending angle variation and changes figure with sensor registration, the two has linear relationship, to obtain Flex bending sensor (5) the linear relationship between registration variation △ C and bending angle variation θ meets: θ=△ C/K, K are slope.
6. a kind of distress in concrete detection method based on 3D printing and wireless sensing as claimed in claim 5, feature exist In: in the step 4, the circular of distress in concrete are as follows:
Record the initial registration C of Flex bending sensor1, when concrete splits, Flex bending sensor is bent accordingly, The Flex bending sensor registration C of record at this time2, the variation of Flex bending sensor registration is △ C=C2-C1, then Flex can be obtained The bending angle of bending sensor changes θ=△ C/K;
Then concrete cracking value △ S=Ltan θ, L are the length of Flex bending sensor;
It can thus be concluded that concrete adds up cracking value S=Ltan θ1+Ltanθ2+…+Ltanθn, θiFor i-th of Flex bending sensor Bending angle variation, n be Flex bending sensor number, 1≤i≤n.
CN201811359289.0A 2018-11-15 2018-11-15 Distress in concrete detection system and method based on 3D printing and wireless sensing Pending CN109186447A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811359289.0A CN109186447A (en) 2018-11-15 2018-11-15 Distress in concrete detection system and method based on 3D printing and wireless sensing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811359289.0A CN109186447A (en) 2018-11-15 2018-11-15 Distress in concrete detection system and method based on 3D printing and wireless sensing

Publications (1)

Publication Number Publication Date
CN109186447A true CN109186447A (en) 2019-01-11

Family

ID=64939459

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811359289.0A Pending CN109186447A (en) 2018-11-15 2018-11-15 Distress in concrete detection system and method based on 3D printing and wireless sensing

Country Status (1)

Country Link
CN (1) CN109186447A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111141255A (en) * 2020-01-03 2020-05-12 上海大学 Sedimentation and slope displacement monitoring system and method based on FLEX sensor
CN111456718A (en) * 2020-04-03 2020-07-28 上海大学 Optical fiber wireless inclinometer based on FDM technology
CN112213205A (en) * 2020-10-13 2021-01-12 上海建工建材科技集团股份有限公司 Method for testing bending property and extension property of 3D printing cement-based material

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070245835A1 (en) * 2006-03-17 2007-10-25 Gunter Hauschildt Portable power meter for calculating power applied to a pedal and crank arm based drive mechanism and a method of calculating the power
US20080274819A1 (en) * 2007-05-04 2008-11-06 Caldwell Theodore W Grip Pressure Sensor
CN201359486Y (en) * 2009-01-07 2009-12-09 神华宝日希勒能源有限公司 Slope crack displacement remote automatic monitoring system based on pulling thread displacement sensor and Zigbee wireless network
CN107560534A (en) * 2017-09-04 2018-01-09 东华大学 Wireless movement monitoring system and method based on 3D printing Yu crooked sensory technology
CN107764236A (en) * 2017-09-20 2018-03-06 东华大学 A kind of Geotechnical Engineering sedimentation monitoring system and method based on wireless sensor technology
CN107894515A (en) * 2017-11-02 2018-04-10 东华大学 Flow rate monitoring system and method based on 3D printing Yu Flex sensing technologies
CN108755784A (en) * 2018-05-29 2018-11-06 东华大学 System and method is monitored in conjunction with the pile body shifting that 3D printing and wireless Flex sense

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070245835A1 (en) * 2006-03-17 2007-10-25 Gunter Hauschildt Portable power meter for calculating power applied to a pedal and crank arm based drive mechanism and a method of calculating the power
US20080274819A1 (en) * 2007-05-04 2008-11-06 Caldwell Theodore W Grip Pressure Sensor
CN201359486Y (en) * 2009-01-07 2009-12-09 神华宝日希勒能源有限公司 Slope crack displacement remote automatic monitoring system based on pulling thread displacement sensor and Zigbee wireless network
CN107560534A (en) * 2017-09-04 2018-01-09 东华大学 Wireless movement monitoring system and method based on 3D printing Yu crooked sensory technology
CN107764236A (en) * 2017-09-20 2018-03-06 东华大学 A kind of Geotechnical Engineering sedimentation monitoring system and method based on wireless sensor technology
CN107894515A (en) * 2017-11-02 2018-04-10 东华大学 Flow rate monitoring system and method based on 3D printing Yu Flex sensing technologies
CN108755784A (en) * 2018-05-29 2018-11-06 东华大学 System and method is monitored in conjunction with the pile body shifting that 3D printing and wireless Flex sense

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111141255A (en) * 2020-01-03 2020-05-12 上海大学 Sedimentation and slope displacement monitoring system and method based on FLEX sensor
CN111456718A (en) * 2020-04-03 2020-07-28 上海大学 Optical fiber wireless inclinometer based on FDM technology
CN112213205A (en) * 2020-10-13 2021-01-12 上海建工建材科技集团股份有限公司 Method for testing bending property and extension property of 3D printing cement-based material

Similar Documents

Publication Publication Date Title
CN109186447A (en) Distress in concrete detection system and method based on 3D printing and wireless sensing
CN107764236B (en) Geotechnical engineering settlement monitoring system and method based on wireless sensing technology
CN103017854B (en) Oil mass computing method, device and supervisory system
CN109469824B (en) Natural gas pipeline strain risk monitoring system and early warning method based on cloud processing
CN105783756A (en) Fiber-grating-based power transmission line iron tower deformation on-line monitoring device and method
CN105783863B (en) A kind of settlement of foundation measuring system and method based on optical fiber sensing technology
CN109470204A (en) Soil body sedimentation monitoring system and method based on 3D printing and wireless sensor technology
CN108106595B (en) Monitoring and early warning device for slope deformation
US10641679B2 (en) Leakage detection system and leakage detection method
CN107560534A (en) Wireless movement monitoring system and method based on 3D printing Yu crooked sensory technology
CN102706431B (en) Measurement data detection method and system
CN103018329B (en) Structural damage monitoring system and method based on piezoelectric ultrasonic-smart grids
CN110519125A (en) A kind of deformation visualization real-time monitoring early warning system based on web
CN108520227A (en) A kind of Bridge Structural Damage localization method of the transfer entropy based on dual sensor information
CN110992418B (en) Wire icing thickness monitoring system and method
CN106768061A (en) A kind of shaft tower monitoring system
CN205482909U (en) Serial -type dysarthrasis monitoring devices
CN117147974B (en) Underground water collecting and quality analyzing device with integrated temperature, water level and conductivity
CN106525301A (en) Force and displacement measurement method and sensor based on distributed optical fiber sensing
CN109269467A (en) A kind of fiber grating settlement monitoring device for bridge pre-pressing bracket settlement monitoring
CN211147739U (en) Horizontal tank measuring device and horizontal tank
CN108755784A (en) System and method is monitored in conjunction with the pile body shifting that 3D printing and wireless Flex sense
CN109916487A (en) Driving weight intelligent monitor system and method
CN207850503U (en) A kind of driving weight intelligent monitor system
CN108062848A (en) Landslide based on laser ranging monitors and urgent prior-warning device and method for early warning automatically

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20190111

WD01 Invention patent application deemed withdrawn after publication