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E-mail
626106025@qq.com
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Phone
13321998658
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Address
B310, 588 Zhuyuan Road, Minhang District, Shanghai
Shanghai Shuoguan Testing Equipment Co., Ltd
626106025@qq.com
13321998658
B310, 588 Zhuyuan Road, Minhang District, Shanghai
Multi functional non-destructive testing instrument for concreteThis instrument can perform various tests on structures ranging from 10cm concrete specimens to 100m long bridges, dams, etc., including concrete material (elastic modulus, strength), structural dimensions, defects (internal voids, peeling, surface degradation), crack location, depth, etc. At the same time, it has graphic processing capabilities (such as elastic wave radar scanning EWR, computer tomography CT, planar imaging QPG) and automatic processing capabilities.
The main components of this instrument are imported, based on the theory of shock elastic waves, with high testing accuracy.
Multi functional non-destructive testing instrument for concreteTest principle:
Crack depth
1. Phase reversal method
By utilizing the relationship between diffraction angle and crack depth, the crack depth can be easily calculated
Due to the influence of contact between crack surfaces, steel bars, and moisture, it is suitable for testing shallow cracks (<20cm)
(1) Elastic technology
Shock wave technology and ultrasonic technology can also be used as effective non-destructive testing methods for concrete structures.
(2) Technical advantages
·Compared with non-metallic ultrasonic waves in concrete
The attenuation of elastic waves is relatively small when propagating in the test object, and the excitation ability can be adjusted and the excitation frequency can be adjusted. It has a wide range of applications and a large testing range;
CT scanning can be performed on large volume concrete structures to detect defects.
·Can test the quality of pipeline grouting compactness
Using the method of "surface wave method", the crack depth tested has high accuracy, is less affected by steel bars and moisture, and the depth range can reach 2 meters;
Less affected by steel reinforcement and modifiable.
High testing accuracy (using multiple spectrum analysis methods and intelligent mechanisms to automatically search for optimal results).
The testing range is wide (it can not only test concrete panels, but also test foundation burial depths up to several meters, retaining wall thickness, etc.).
Testing can be conducted on the compactness and quality of pipeline grouting.
Defects can be displayed as results through radar scanning.
·Enhance functionality
It can quickly and comprehensively test and evaluate the uniformity and loss of the surface of concrete structures.
Utilize the vibration, frequency response, duration, and other surface defects and materials of concrete to conduct testing.
(1) Non destructive testing items and methods for testing concrete structures
test project |
test method |
|
mechanical properties |
intensity |
Through the law |
Repeated reflection | ||
rayleigh wave | ||
modulus of elasticity |
Penetration method (compared to the penetration method for testing strength) |
|
Concrete defects |
Surface defects |
Vibration method (surface peeling, delamination) |
Sound tapping method (surface peeling, loosening) | ||
Ball playing technique (surface rigidity) | ||
Crack depth |
Surface wave method (energy attenuation) |
|
Spread time difference method | ||
Phase reversal method | ||
internal defect |
Elastic wave tomography (CT) method |
|
Elastic wave radar method | ||
Thickness and size |
Shock echo repeated reflection method (thin-walled) |
|
Direct identification of information, related spectrum analysis (thick walled) | ||
(2) Non destructive testing techniques and methods for high-performance prestressed structures
test project |
test method |
|
High performance prestressed concrete |
Anchor rod tension |
Equivalent mass method |
Anchor rod filling degree |
Energy attenuation method |
|
Equivalent wave velocity method | ||
modulus of elasticity |
Penetration method (compared to the penetration method for testing strength) |
|
(3) Mechanical property testing of concrete structures
Testing the mechanical properties of concrete structures |
intensity |
Through the law |
Repeated reflection | ||
rayleigh wave | ||
modulus of elasticity |
Penetration method (compared to the penetration method for testing internal strength) |
(4) Comparison of Testing Methods for Mechanical Properties of Concrete Structures
test method |
Through the law |
Repetitive reflex method |
rayleigh wave |
test surface |
two |
one |
one |
sensor |
2 of them |
1 piece |
2 of them |
Structure thickness |
Need to clarify the distance between sensors |
Need to clarify the thickness of the measured structure |
No need to measure the thickness of the structure |
Scope of testing |
The large testing range can reach up to 60m |
||
other |
The distance between sensors should be greater than 0.15m |
The shape requirements for the test object are relatively simple |
Not suitable for general structures such as thin plates and beams |
Applicable subjects |
Box beams, columns, etc |
Tunnel lining, dam panels, etc |
Tunnel lining, dam panels, etc |
·Through the law
Measurement is carried out through two sensors: one sensor is used to record vibration, and the other sensor is used to receive signals. Therefore, by measuring the distance between two sensors and combining it with the propagation time between the two sensors, the propagation speed of elastic waves (mainly P-waves) in the test object can be calculated, and the internal strength of the test object can be converted based on the P-wave strength curve.
Testing the strength of concrete through testing
Testing concrete strength through oblique measurement method
Test waveform diagram
Repetitive reflex method
The repeated reflection method uses a sensor for measurement, and its testing principle is that for test objects with a relatively small structural thickness, the signal will reflect at the boundary between different media of the test object, causing the sensor to receive multiple reflected signals. By using spectral analysis algorithms (FFT, MEM) to analyze the reflection frequency of the test signal at the interface of the structure, and combining it with the wall thickness of the test object, the propagation speed of the elastic wave in the P-wave inside the test object can be calculated, and then the internal strength of the test object can be converted.
Repeated reflection method for testing concrete strength
Test waveform diagram
spectrum analysis
·Rayleigh wave method
Rayleigh waves, also known as surface waves, are tested on one side using the surface wave method. Calculate the R-wave velocity by testing the time difference between the excitation signal reaching two sensors.
Rayleigh wave (R-wave) method for testing concrete strength
Test points:
1) Due to the characteristics of Rayleigh waves, it is required that the distance between the excitation point and the triggering sensor be greater than twice the excitation wavelength, in order to fully generate Rayleigh waves,
2) The effective depth for testing the strength of concrete using Rayleigh waves is generally 0.5 times the excitation wavelength,
3) The excitation wavelength cannot be greater than the wall thickness of the test object (if the wavelength is greater than the wall thickness, it will reduce the phase wave velocity)
Test result chart
List of Test Results
(5) Defect testing of concrete structures
Concrete defects |
Surface defects |
Vibration method (surface peeling, delamination) |
Sound tapping method (surface peeling, loosening) | ||
Ball playing technique (surface rigidity) | ||
Crack depth |
Surface wave method (energy attenuation) |
|
Spread time difference method | ||
Phase reversal method | ||
internal defect |
Elastic wave tomography (CT) method |
|
Elastic wave radar method |
Table 1 Configuration List
Preface |
Product Name |
Specification Type |
quantity |
1、 Instrument body | |||
1 |
main unit of the instrument |
456mm×372mm×185mm |
1 unit |
2 |
preamplifier |
372mm×266.5mm×134.5mm |
2 sets |
3 |
laptop |
1 unit |
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2、 Tools | |||
1 |
sensor |
||
1.1 |
Accelerometer |
LC0408T |
1 piece |
1.2 |
Accelerometer |
S31SC |
2 pieces |
1.4 |
oscilloscope |
DSO-5200A |
1 piece |
2 |
cable |
||
2.1 |
Charge cable |
3m |
2 pieces |
2.2 |
Voltage cable |
30m |
2 pieces |
3 |
Excitation system |
||
3.1 |
Various types |
1 set |
|
4 |
tool |
1 set |
|
3、 Software system | |||
1 |
data acquisition system |
Cpc_PccSts、Sce_PccSts |
1 set |
2 |
data analysis system |
Cra_sants、Con_sants、Tra_sants |
1 set |
4、 Attachment: Installation CD, User Manual, Warranty Card, Product Qualification Certificate | |||
Table 2 Main Technical Indicators
ambient temperature |
-10℃~50℃ |
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relative humidity |
30%RH~85%RH |
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number of channels |
2 |
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Dual-mode acquisition |
High collection frequency |
100MHz |
high resolution |
16Bit |
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Large collection points |
20000 pieces |
|
Noise processing |
Smooth LPF、BPF、HPF、 Integral, correlation, accumulation, credit extraction, synthesis amplification, etc |
|
spectrum analysis |
FFT/MEM/correlation analysis |
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image processing |
Radar CT、 contour line |
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Penetration test object thickness |
Up to 60 meters |
|
Test crack depth |
Up to 2 meters |
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test accuracy |
surface defect |
Testing accuracy using the ball hitting method: statistically speaking, the testing error is less than 10%; The testing depth is 5cm below the surface layer; using vibration and sound methods can detect peeling with an area of about 3cm × 3cm (for connectivity peeling within the testing depth range, the detection probability is greater than 95%), and the testing depth is 10cm below the surface layer |
|
internal defect |
Using radar method, within the thickness testing range, defects with a width of 50mm or more and a width to depth ratio greater than 0.5 have a detection probability of over 85%; Using CT method to test accuracy (statistical probability) greater than 95% |
|
Crack depth |
Within 2%~20% of the actual crack depth |
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Thickness of the structure |
Accuracy within ± 5% |
|
Test wave speed (strength) |
Within ± 3% |
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