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Shanghai Shuoguan Testing Equipment Co., Ltd

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    626106025@qq.com

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    13321998658

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    B310, 588 Zhuyuan Road, Minhang District, Shanghai

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Which is a good multifunctional non-destructive testing instrument for concrete

NegotiableUpdate on 01/18
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Overview

The multifunctional non-destructive testing instrument for concrete can perform various tests on structures ranging from 10cm concrete specimens to 100m long bridges, dams, etc., such as 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, fast planar imaging QPG) and automatic processing capabilities.

Product Details

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
(Test wave speed)

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
(Not dense)

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
(Test wave speed)

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
(Not dense)

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

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℃

relative humidity

30%RH~85%RH

number of channels

2

Dual-mode acquisition

High collection frequency

100MHz

high resolution

16Bit

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

image processing

Radar CT、 contour line

Penetration test object thickness

Up to 60 meters

Test crack depth

Up to 2 meters

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

Thickness of the structure

Accuracy within ± 5%

Test wave speed (strength)

Within ± 3%