CN116046889A - Novel intelligent concrete aggregate based on ultrasonic matching layer design principle - Google Patents
Novel intelligent concrete aggregate based on ultrasonic matching layer design principle Download PDFInfo
- Publication number
- CN116046889A CN116046889A CN202310013980.8A CN202310013980A CN116046889A CN 116046889 A CN116046889 A CN 116046889A CN 202310013980 A CN202310013980 A CN 202310013980A CN 116046889 A CN116046889 A CN 116046889A
- Authority
- CN
- China
- Prior art keywords
- matching layer
- layer
- concrete
- shielding
- piezoelectric element
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 77
- 238000013461 design Methods 0.000 title claims abstract description 20
- 239000000463 material Substances 0.000 claims abstract description 61
- 239000003822 epoxy resin Substances 0.000 claims abstract description 19
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 19
- 239000000843 powder Substances 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 claims abstract description 12
- 229910052751 metal Inorganic materials 0.000 claims abstract description 12
- 238000004519 manufacturing process Methods 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 14
- 239000007788 liquid Substances 0.000 claims description 9
- 239000003292 glue Substances 0.000 claims description 8
- 239000011159 matrix material Substances 0.000 claims description 8
- 239000002131 composite material Substances 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 4
- 239000012258 stirred mixture Substances 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 238000005303 weighing Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 description 91
- 238000012544 monitoring process Methods 0.000 description 12
- 239000000919 ceramic Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 9
- 230000005540 biological transmission Effects 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 238000004458 analytical method Methods 0.000 description 4
- 230000005284 excitation Effects 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000035945 sensitivity Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 229910010293 ceramic material Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000011374 ultra-high-performance concrete Substances 0.000 description 1
- 238000002604 ultrasonography Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/02—Agglomerated materials, e.g. artificial aggregates
- C04B18/022—Agglomerated materials, e.g. artificial aggregates agglomerated by an organic binder
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/22—Details, e.g. general constructional or apparatus details
- G01N29/24—Probes
- G01N29/2437—Piezoelectric probes
- G01N29/245—Ceramic probes, e.g. lead zirconate titanate [PZT] probes
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Ceramic Engineering (AREA)
- Immunology (AREA)
- Pathology (AREA)
- General Health & Medical Sciences (AREA)
- Civil Engineering (AREA)
- General Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- Materials Engineering (AREA)
- Acoustics & Sound (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
The application discloses novel intelligent aggregate of concrete based on supersound matching layer design principle, include: a matching layer, a piezoelectric element, a shielding layer, and an insulating layer; the piezoelectric element is connected with the insulating layer; the shielding layer is connected with the piezoelectric element and the insulating layer; the shielding layer is connected with the matching layer. The application uses the epoxy resin base, the metal powder and the concrete grouting material as the matching layer, solves the problem of acoustic impedance matching of the interface between the piezoelectric element and the concrete medium, and simultaneously gives consideration to the strength compatibility of the intelligent aggregate and the concrete material.
Description
Technical Field
The application belongs to the technical field of intelligent monitoring of reinforced concrete structures, and particularly relates to a novel intelligent concrete aggregate based on an ultrasonic matching layer design principle.
Background
Reinforced concrete structures are widely used worldwide for the construction of large public water conservancy, traffic infrastructures and building structures, and are subject to environmental load and sudden load effects during service, resulting in structural failure. In recent years, intelligent monitoring technology has been studied and applied in the field of intelligent transportation and service safety of reinforced concrete structures. The intelligent monitoring technology mainly relies on sensing and analyzing the damage of the component by an intelligent sensor to realize damage identification and early warning. The piezoelectric intelligent material has the advantages of good embeddability, low cost, wide frequency response, sensitivity to tiny damage and the like, and is widely applied to the field of intelligent monitoring of reinforced concrete structures.
Because the piezoelectric ceramic material is easy to corrode by the environment, researchers propose a piezoelectric intelligent aggregate sensor, and a sensor which can be pre-buried in concrete is formed by wrapping a piezoelectric ceramic sensing element in a material with certain strength. The wrapping material undergoes three stages of development, wherein cement mortar is adopted in the first stage, marble is adopted in the second stage, and ultra-high-performance concrete is adopted in the third stage. The design principle of the wrapping material in the three stages only considers the compatibility with the strength of the concrete member to be tested, but does not consider the acoustic impedance compatibility among the three different materials of the piezoelectric ceramic sensing element, the wrapping material and the concrete, so that the signal excited by the piezoelectric ceramic element is subjected to excessive refraction attenuation among interfaces, the detected stress wave signal entering the concrete member to be tested is weak, and the propagation distance is limited, thereby limiting the application of the monitoring technology based on the piezoelectric intelligent aggregate in the actual engineering of large-scale concrete.
Disclosure of Invention
The application provides a novel intelligent concrete aggregate based on an ultrasonic matching layer design principle. The epoxy resin base, the metal powder and the concrete grouting material are used as the matching layer, so that the problem of acoustic impedance matching of the interface between the piezoelectric element and the concrete medium is solved, and meanwhile, the strength compatibility of the intelligent aggregate and the concrete material is considered.
To achieve the above object, the present application provides the following solutions:
novel intelligent aggregate of concrete based on supersound matching layer design principle includes: a matching layer, a piezoelectric element, a shielding layer, and an insulating layer;
the piezoelectric element is connected with the insulating layer; the shielding layer is connected with the piezoelectric element and the insulating layer; the shielding layer is connected with the matching layer.
Preferably, the piezoelectric element is a core sensing element and is provided with an anode and a cathode, and an insulating layer is sprayed on the surface of the anode.
Preferably, the shielding layer is sprayed with a liquid shielding material.
Preferably, the matching layer is made of a composite material, and the acoustic impedance of the composite material reaches a designed acoustic impedance value by adding a high-impedance material into a low-impedance matrix material.
Preferably, the low-impedance base material is epoxy resin, and the high-impedance material is metal powder.
Preferably, the thickness of the matching layer is one quarter wavelength, and the acoustic impedance is expressed as follows:
wherein Z is 1 、Z 2 、Z 3 Acoustic impedances of the piezoelectric element, the matching layer and the concrete medium are respectively, and ρ and ν are the density and the wave velocity of the matching layer.
The application also provides a manufacturing method of the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer, which comprises the following steps:
preparing a material;
based on the materials, manufacturing a shielding layer and an insulating layer;
based on the material, a matching layer is made.
Preferably, the material comprises: piezoelectric element, shielding wire, sensor die, insulating paint, liquid shielding material, epoxy resin glue and high-strength grouting material.
Preferably, the method for manufacturing the shielding layer and the insulating layer comprises the following steps: the shielding lead is connected with the anode and the cathode of the piezoelectric element, the anode is insulated, shielding thin layers are sprayed on two sides of the piezoelectric element, and the piezoelectric element is fixed in the die after the shielding thin layers are solidified.
Preferably, the method for manufacturing the matching layer comprises the following steps: weighing epoxy resin glue and curing agent according to a certain proportion to prepare a matrix, adding concrete grouting material and metal powder, uniformly stirring, and vacuumizing the stirred mixture until bubbles are completely eliminated; and finally, introducing the prepared matching layer mixture into a mold to be cured for a certain time, and performing demolding treatment to obtain the high-sensitivity novel concrete intelligent aggregate sensor.
The beneficial effects of this application are:
the application provides a novel concrete piezoelectric intelligent aggregate based on ultrasonic matching layer design principle, which has the following advantages: firstly, epoxy resin base, metal powder and concrete grouting material are used as matching layers, so that the problem of acoustic impedance matching of the interface between the piezoelectric element and the concrete medium is solved, and meanwhile, the strength compatibility of intelligent aggregate and the concrete material is considered; secondly, the interface of the embedded material and the raw material can bear force together, and the embedded material and the raw material cannot be stripped and failed in the stress process, and meanwhile, the problem that intelligent aggregate implanted into a concrete structure is difficult to repair is solved; and thirdly, the liquid shielding material is used as an electromagnetic shielding layer of the sensor, the ultra-thin shielding layer is manufactured in a spraying mode to replace the traditional metal copper sheet shielding, the environmental electromagnetic noise interference is reduced, the signal-to-noise ratio of an output signal is improved, and meanwhile, the influence of the shielding layer on ultrasonic transmission is reduced.
Drawings
For a clearer description of the technical solutions of the present application, the drawings that are required to be used in the embodiments are briefly described below, it being evident that the drawings in the following description are only some embodiments of the present application, and that other drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural diagram of a novel concrete intelligent aggregate sensor according to an embodiment of the present application;
fig. 2 is a schematic diagram of a process flow for manufacturing a novel concrete intelligent aggregate according to a second embodiment of the present application;
FIG. 3 is a schematic diagram of an assembly of a novel concrete intelligent aggregate sensor according to an embodiment of the present application;
fig. 4 is a schematic view of a usage scenario of the novel concrete intelligent aggregate according to the first embodiment of the present application, wherein (a) is a schematic view of external application; (b) a pre-buried use schematic diagram; (c) is an implantable usage schematic;
FIG. 5 is a schematic diagram illustrating a sensor performance testing and monitoring system according to a first embodiment of the present disclosure;
FIG. 6 is a schematic view of the acoustic wave propagation of the interface between the intelligent aggregate sensor and the concrete according to the first embodiment of the present application;
reference numerals illustrate:
1-a matching layer; 2-a piezoelectric element; 3-a shielding layer; 4-an insulating layer; 11-an external wire; 12-an anode lead; 13-a negative electrode lead; 14-novel intelligent aggregate; 23-a novel concrete intelligent aggregate sensor; 24-a concrete member to be tested; 25-an epoxy resin adhesive layer; 26-an external wire; 27-drilling.
Detailed Description
The following description of the embodiments of the present application will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all, of the embodiments of the present application. All other embodiments, which can be made by one of ordinary skill in the art without undue burden from the present disclosure, are within the scope of the present disclosure.
In order that the above-recited objects, features and advantages of the present application will become more readily apparent, a more particular description of the invention briefly described above will be rendered by reference to specific embodiments that are illustrated in the appended drawings.
Fig. 1 is a schematic structural diagram of a novel concrete intelligent aggregate sensor according to an embodiment of the present application; comprising the following steps: a matching layer 1, a piezoelectric element 2, a shielding layer 3, and an insulating layer 4; the piezoelectric element 2 is connected with the insulating layer 4; the shielding layer 3 is connected with the piezoelectric element 2 and the insulating layer 4; the shielding layer 3 is connected to the matching layer 1. The novel concrete piezoelectric intelligent aggregate consists of two matching layers 1, two shielding layers 3, an insulating layer 4 and piezoelectric elements 2.
The piezoelectric element 2 is a core sensing element of the intelligent aggregate, and is provided with an anode and a cathode, and an insulating layer is sprayed on the surface of the anode to prevent the anode and the cathode from being communicated to cause short circuit. In order to reduce the interference of external electromagnetic noise and improve the signal to noise ratio of the sensor, the surface of the negative electrode of the piezoelectric element 2 and the surface of the insulating layer 4 are sprayed with a liquid shielding material to form a shielding layer 3, and the thickness of the shielding layer 3 is negligible. The matching layer 1 is arranged outside the shielding layer 3.
The matching layer 1 is typically a composite material with the acoustic impedance of the composite material reaching a designed acoustic impedance value by incorporating a high impedance material into a low impedance matrix material. In this embodiment, the matrix material of the matching layer 1 is epoxy resin (acoustic impedance is 3.49 MRayls) with low impedance, and the high-impedance material is metal powder (acoustic impedance is more than 40 MRayls). Besides acoustic impedance matching, the novel intelligent aggregate provided by the application has the advantages that the strength compatibility is considered, namely the strength of the embedded material is consistent with that of the raw material as much as possible, the influence on the stress field distribution of the raw material is small, the high-strength concrete grouting material is used as an additional filling material, and the matching layer is obtained after the epoxy resin, the metal powder (taking stainless steel powder as an example) and the concrete grouting material are fully mixed and hardened according to a certain mixing proportion. The material parameters of the matching layer are shown in table 1.
TABLE 1
| Material | Density (g/cm) 3 ) | Sound velocity (m/s) | Acoustic impedance (MRayls) |
| PZT | 7.5 | 4000 | 30 |
| Concrete | 2.3 | 3475 | 8.0 |
| Epoxy resin | 1.2 | 2910 | 3.49 |
| Stainless steel powder | 7.85 | 5000 | 39.2 |
The transmission and reflection rules of the sound wave excited by the piezoelectric ceramic element at the continuous interface formed by the piezoelectric ceramic, the ultrasonic matching layer and the concrete are shown in fig. 6. The acoustic impedance of the piezoelectric ceramic, the ultrasonic matching layer and the concrete medium is Z 1 、Z 2 、Z 3 When the sound wave I t1 When perpendicularly incident on the interface between the piezoelectric ceramic element and the matching layer, reflection and transmission occur, and a part of the light is reflected into the piezoelectric ceramic medium and is marked as P r1 A part of the resin penetrates into the ultrasonic matching layer and is marked as P t2 The method comprises the steps of carrying out a first treatment on the surface of the Similarly, when the sound wave P t2 When incident on the interface between the matching layer and the concrete, a part of the light is reflected into the ultrasonic matching layer and is marked as P r2 A part of the ultrasound-transmitting matching layer is marked as I t3 . The ultrasonic sound intensity transmission coefficient transmitted from the piezoelectric ceramic element to the concrete medium can be obtained by the sound intensity reflection and transmission rule that sound waves vertically enter a single interface
Wherein l 2 For the ultrasound matching layer thickness,
the wave number of the ultrasonic matching layer is lambda is the ultrasonic wavelength.
Solving the above, when the matching layer is thick
n=1, 2,3., and +.>
Transmission coefficient T at the time 13 =1. I.e. when the matching layer thickness satisfies an odd multiple of a quarter wavelength and the matching layer acoustic impedance +.>
When the ultrasonic wave is applied, the energy of the ultrasonic wave can be completely transmitted at the interface, and the ultrasonic wave is most efficiently transmitted at the interface between the piezoelectric ceramic element and the concrete.
The matching layer has a thickness of one quarter wavelength and an acoustic impedance formula is:
wherein Z is 1 、Z 2 、Z 3 Acoustic impedances of the piezoelectric element, the matching layer and the concrete medium are respectively, and ρ and ν are the density and the wave velocity of the matching layer.
The acoustic impedance of the intelligent aggregate can be changed by adjusting the density, poisson ratio, elastic modulus and other material properties of the matching layer, so that different acoustic transmissivity and refractive indexes between interfaces are realized, and the acoustic matching effect of the novel intelligent aggregate and the concrete member to be tested is adjusted.
Fig. 2 is a schematic diagram of a manufacturing process flow of the novel concrete intelligent aggregate according to the embodiment of the application; the method comprises the following steps:
the piezoelectric element 2, the shielded wire, the sensor die, the insulating paint, the liquid shielding material, the epoxy resin glue, the high-strength grouting material and the like are prepared.
Manufacturing a shielding layer and an insulating layer based on materials; the shielding lead is connected with the anode and the cathode of the piezoelectric element, the anode is subjected to insulation treatment, then shielding thin layers are sprayed on two sides of the piezoelectric element, and the piezoelectric element is fixed in the die after the shielding layers are solidified.
Based on the material, a matching layer is fabricated. And (3) weighing epoxy resin and a curing agent according to a certain proportion to prepare a matrix, adding concrete grouting material and metal powder, uniformly stirring, and vacuumizing the stirred mixture until bubbles are completely eliminated. Finally, the prepared matching layer mixture is led into a mold to be solidified for a certain time, and then demolding treatment is carried out to obtain the high-sensitivity novel concrete intelligent aggregate sensor 23.
As shown in fig. 3, a schematic diagram of a finished product manufactured by the novel concrete intelligent aggregate sensor manufacturing process mainly comprises: external lead 11, positive lead 12, negative lead 13, novel intelligent aggregate 14. The novel intelligent aggregate core element, namely the positive electrode and the negative electrode of the piezoelectric element are respectively connected with the shielding wires and are converged into the external wire 11, and are connected with other equipment through the external wire 11.
Fig. 4 is a schematic view of a usage scenario of the novel concrete intelligent aggregate sensor, and mainly includes three usage modes: (a) external application; (b) pre-buried use; (c) implantable use. In the three use scenarios, the intelligent aggregate sensor mainly comprises two novel concrete intelligent aggregate sensors 23 and a concrete member 24 to be tested.
For external application, the novel intelligent aggregate 14 is directly adhered to the surface of the built concrete member 24 to be tested through the epoxy resin adhesive layer 25;
for pre-buried use, at the concrete member pouring stage, fixing the novel intelligent aggregate 14 at a preset position through a thin wire, then pouring, embedding the novel intelligent aggregate 14 inside the concrete member 24 to be tested after pouring is completed, and connecting the novel intelligent aggregate 14 with test equipment through an external lead 26;
for implantable use, the surface of the built concrete member 24 to be tested is drilled through the drilling 27 equipment, the size of the hole is slightly larger than that of the novel intelligent aggregate, the novel intelligent aggregate is placed in the hole, and the gap of the hole is filled with the liquid matching layer material.
FIG. 5 is a diagram of a novel intelligent aggregate performance testing and monitoring system under three different usage scenarios, mainly comprising: computer, multifunctional piezoelectric analysis and monitoring equipment (SC-HY-PZT 2.0, jiangsu Sanchuan Intelligent technologies Co., ltd.), broadband high-voltage power amplifier (YH-TR 1K-1, guangzhou cloud technologies Co., ltd.), to-be-tested concrete member 24, two novel concrete intelligent aggregate sensors 23 (one as a driver and one as a receiver). In the performance test and monitoring process, the multifunctional piezoelectric analysis and monitoring equipment is controlled by the software matched with the multifunctional piezoelectric analysis and monitoring equipment loaded on the computer to excite an initial signal, the initial signal is amplified by the power amplifier and then connected with the novel intelligent aggregate driver through a wire, a detected stress wave is excited in the concrete member 24 to be tested, a stress wave sensing signal is received by the novel intelligent aggregate receiver, and the sensing signal is acquired and stored by the multifunctional piezoelectric analysis and monitoring equipment.
Table 2 is the results of performance testing of the novel intelligent aggregate sensor and the conventional intelligent aggregate sensor according to the performance testing system shown in fig. 5. In the test, a pair of novel intelligent aggregate and traditional intelligent aggregate are sequentially adhered to a specific position on the surface of a concrete member to be tested through epoxy resin glue. The length, width and height of the concrete member to be measured are 550mm,150mm and 150mm respectively, and the material strength of the concrete is C30. The distance between intelligent aggregates is 550mm. The original signal is a sine wave modulated by a Hanning window, 21 groups of excitation center frequencies are set, the range is 50kHz to 150kHz, the output voltage of the original signal is 4V, and the voltage of the excitation signal is 1000V after the excitation signal passes through a power amplifier. The voltage amplitude values of the head wave signals of the receiver of the traditional intelligent aggregate set and the receiver of the novel intelligent aggregate set are shown in the 4 th column and the 5 th column of the table 2. From table 2, under the same detection stress wave distance, excitation signal amplitude and center frequency, the head wave signal amplitude of the novel intelligent aggregate receiver can be improved by more than 20 times compared with the traditional intelligent aggregate, and the novel intelligent aggregate has high sensitivity and excellent performance.
TABLE 2
Example two
As shown in fig. 2, the method for manufacturing the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer comprises the following steps:
preparing a material; the material comprises: piezoelectric element, shielding wire, sensor die, insulating paint, liquid shielding material, epoxy resin glue and high-strength grouting material.
Manufacturing a shielding layer and an insulating layer based on materials; the method for manufacturing the shielding layer and the insulating layer comprises the following steps: the shielding lead is connected with the anode and the cathode of the piezoelectric element, the anode is insulated, shielding thin layers are sprayed on two sides of the piezoelectric element, and the piezoelectric element is fixed in the die after the shielding thin layers are solidified.
Based on the material, a matching layer is fabricated. The method for manufacturing the matching layer comprises the following steps: weighing epoxy resin glue and curing agent according to a certain proportion to prepare a matrix, adding concrete grouting material and metal powder, uniformly stirring, and vacuumizing the stirred mixture until bubbles are completely eliminated; and finally, introducing the prepared matching layer mixture into a mold to be cured for a certain time, and performing demolding treatment to obtain the high-sensitivity novel concrete intelligent aggregate sensor.
The foregoing embodiments are merely illustrative of the preferred embodiments of the present application and are not intended to limit the scope of the present application, and various modifications and improvements made by those skilled in the art to the technical solutions of the present application should fall within the protection scope defined by the claims of the present application.
Claims (10)
1. Novel intelligent aggregate of concrete based on supersound matching layer design principle, its characterized in that includes: a matching layer, a piezoelectric element, a shielding layer, and an insulating layer;
the piezoelectric element is connected with the insulating layer; the shielding layer is connected with the piezoelectric element and the insulating layer; the shielding layer is connected with the matching layer.
2. The novel intelligent concrete aggregate based on the design principle of an ultrasonic matching layer, which is disclosed in claim 1, is characterized in that the piezoelectric element is a core sensing element and is provided with an anode and a cathode, and an insulating layer is sprayed on the surface of the anode.
3. The novel intelligent aggregate for concrete based on the design principle of an ultrasonic matching layer according to claim 1, wherein the shielding layer is sprayed with a liquid shielding material.
4. The novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer, as set forth in claim 1, is characterized in that the matching layer is made of a composite material, and the acoustic impedance of the composite material is enabled to reach a designed acoustic impedance value by adding a high-impedance material into a low-impedance matrix material.
5. The novel intelligent aggregate for concrete based on the design principle of an ultrasonic matching layer according to claim 4, wherein the low-impedance base material is epoxy resin, and the high-impedance material is metal powder.
6. The novel intelligent concrete aggregate based on the design principle of an ultrasonic matching layer according to claim 5, wherein the thickness of the matching layer is one quarter wavelength, and the acoustic impedance is expressed as:
Z 2 ＝ρν＝Z 1 Z 3
wherein Z is 1 、Z 2 、Z 3 Acoustic impedances of the piezoelectric element, the matching layer and the concrete medium are respectively, and ρ and ν are the density and the wave velocity of the matching layer.
7. The manufacturing method of the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer is characterized by comprising the following steps of:
preparing a material;
based on the materials, manufacturing a shielding layer and an insulating layer;
based on the material, a matching layer is made.
8. The method for manufacturing the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer, as set forth in claim 7, is characterized in that the material comprises: piezoelectric element, shielding wire, sensor die, insulating paint, liquid shielding material, epoxy resin glue and high-strength grouting material.
9. The method for manufacturing the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer, which is disclosed in claim 7, is characterized in that the method for manufacturing the shielding layer and the insulating layer comprises the following steps: the shielding lead is connected with the anode and the cathode of the piezoelectric element, the anode is insulated, shielding thin layers are sprayed on two sides of the piezoelectric element, and the piezoelectric element is fixed in the die after the shielding thin layers are solidified.
10. The method for manufacturing the novel intelligent concrete aggregate based on the design principle of the ultrasonic matching layer, which is disclosed in claim 7, is characterized in that the method for manufacturing the matching layer comprises the following steps: weighing epoxy resin glue and curing agent according to a certain proportion to prepare a matrix, adding concrete grouting material and metal powder, uniformly stirring, and vacuumizing the stirred mixture until bubbles are completely eliminated; and finally, introducing the prepared matching layer mixture into a mold to be cured for a certain time, and performing demolding treatment to obtain the high-sensitivity novel concrete intelligent aggregate sensor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310013980.8A CN116046889A (en) | 2023-01-05 | 2023-01-05 | Novel intelligent concrete aggregate based on ultrasonic matching layer design principle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310013980.8A CN116046889A (en) | 2023-01-05 | 2023-01-05 | Novel intelligent concrete aggregate based on ultrasonic matching layer design principle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116046889A true CN116046889A (en) | 2023-05-02 |
Family
ID=86132677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310013980.8A Pending CN116046889A (en) | 2023-01-05 | 2023-01-05 | Novel intelligent concrete aggregate based on ultrasonic matching layer design principle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116046889A (en) |
-
2023
- 2023-01-05 CN CN202310013980.8A patent/CN116046889A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103157594B (en) | A kind of flexible ultrasonic phased array array energy transducer and preparation method | |
| CN103115967B (en) | Acoustic emission sensor as well as preparation method and application thereof | |
| CN103388378B (en) | Based on the intelligent reinforcing bar and preparation method thereof of piezoceramics crystal | |
| CN105424802A (en) | Ultrasonic guided-wave detecting system for defect of composite insulator and detecting method of ultrasonic guided-wave detecting system | |
| Jiang et al. | Monitoring of corrosion-induced degradation in prestressed concrete structure using embedded piezoceramic-based transducers | |
| CN210037714U (en) | Sleeve grouting compactness detection device based on stress wave method | |
| CN103852521B (en) | A kind of method of ultrasound examination multilayered medium coupling mass | |
| CN111595938A (en) | Nondestructive testing device for residual stress gradient of component | |
| CN103575805A (en) | Ultrasonic monitoring sensor for corrosion of steel bar in concrete and application method of sensor | |
| CN112668082A (en) | Method for monitoring and evaluating concrete crack repairing effect in real time | |
| CN105181808A (en) | Front-emitting integrated sound emitting sensor and preparation method thereof | |
| CN219512164U (en) | Novel intelligent concrete aggregate based on ultrasonic matching layer design principle | |
| CN202710517U (en) | Ultrasound monitoring sensor for corrosion of reinforcement in concrete | |
| CN106769711A (en) | The focusing distribution of sediment on-line measurement instrument of frequency sweep type ultrasonic | |
| CN116046889A (en) | Novel intelligent concrete aggregate based on ultrasonic matching layer design principle | |
| Li et al. | Influence of backing layer on the non-metallic encapsulated acoustic emission sensor for concrete monitoring | |
| CN103895139B (en) | Ultrasonic transducer for concrete structure detection/monitoring | |
| Cao et al. | Preparation and response characteristics of acoustic emission sensors with different matching layers | |
| Qin et al. | The application of 1–3 cement-based piezoelectric transducers in active and passive health monitoring for concrete structures | |
| Li et al. | A damage detection method based on flexible macro-fiber composite | |
| CN113552220B (en) | Reinforced concrete structure health monitoring system | |
| CN114609248B (en) | Method and device for measuring compressive strength of non-free-face cement plug | |
| Ahn et al. | Assessment of crack repairing in concrete using air-coupled surface-wave technique: Experimental and numerical investigations | |
| CN206387693U (en) | A kind of focusing distribution of sediment on-line measurement instrument of frequency sweep type ultrasonic | |
| Huang et al. | Research on embedded sensors for concrete health monitoring based on ultrasonic testing |
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 |