CN109099864A - A kind of impregnating with silane depth detection apparatus and method - Google Patents
A kind of impregnating with silane depth detection apparatus and method Download PDFInfo
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- CN109099864A CN109099864A CN201811080563.0A CN201811080563A CN109099864A CN 109099864 A CN109099864 A CN 109099864A CN 201811080563 A CN201811080563 A CN 201811080563A CN 109099864 A CN109099864 A CN 109099864A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B17/00—Measuring arrangements characterised by the use of infrasonic, sonic or ultrasonic vibrations
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- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
The invention discloses a kind of impregnating with silane depth detection apparatus and methods.The device includes: ultrasonic probe, signal comparator and timer, data transmission device and data processor；Signal comparator is compared for receiving ultrasonic echo electric signal, and by the wave amplitude of ultrasonic echo electric signal and the first preset threshold；It is the first timer time at the time of the wave amplitude that timer is used to record ultrasonic echo electric signal is equal to the first preset threshold for the first time, is also used to record at the time of the wave amplitude of ultrasonic echo electric signal is equal to the first preset threshold for the second time as the second timer time；Data transmission device is used to the first timer time and the second timer time being transmitted to data processor；Data processor, for calculating concrete pipe sheet impregnating with silane depth according to the first timer time and the second timer time.Using the device of the invention and method, can Fast nondestructive evaluation concrete pipe sheet impregnating with silane depth, have the advantages that not destroy concrete component structure.
Description
Technical field
The present invention relates to depth detection technical fields, more particularly to a kind of impregnating with silane depth detection apparatus and method.
Background technique
Impregnating with silane depth detection is after carrying out silane spraying to concrete structural surface, to measure the depth of impregnating with silane
Value.Impregnating with silane depth test method specified in existing specification includes: Ministry of Communications's specification JTC/TB07-01-2006 " highway work
Journey concrete structure aseptic technic specification " regulation, concrete core sample is drilled through at random in trial zone, simultaneously by code requirement drying and processing
After riving, sprays water in splitting surface, measure the size of arid region on splitting surface；Ministry of Communications's specification JTJ275-2000 " harbour engineering
Concrete structure anticorrosion technique specification " regulation, last time spray silane at least 7d, drill through diameter 50mm depth 40 ±
The core sample of 5mm, is sealed with hermetic bag, and when experiment, core sample is dried for 24 hours at 40 DEG C, and then core sample is diametrically rived,
Water base fugitive dye is sprayed when splitting, the region for not absorbing dyestuff shows the impregnating depth of silane.Only to using laboratory's coagulation
Native test block, which rive, measures impregnating with silane depth, can not really reflect the impregnating with silane quality of concrete component.
In newest research, Gong Xuli is mixed described in " the micro-dilapidation testing method of silane surfaces protection impregnating depth "
Solidifying soil component impregnating with silane depth micro-dilapidation testing method is to drill out 3 micropores in concrete component different parts, is then used
Water-base fuel carries out display measurement.This method has biggish destruction to concrete component structure, leads to its structural strength and carrying
Power reduces, these concrete components can be brought great potential safety hazard after being on active service to the long-term operation of place engineering.
Summary of the invention
The object of the present invention is to provide a kind of impregnating with silane depth detection apparatus and methods, have and do not destroy concrete component
Structure can measure the advantages of impregnating with silane depth.
To achieve the above object, the present invention provides following schemes:
A kind of impregnating with silane depth detection apparatus, comprising: ultrasonic detection device, data transmission device and data processing
Device；The ultrasonic detection device specifically includes: ultrasonic probe, signal comparator and timer；
The ultrasonic probe, inside from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet
Emit ultrasonic wave, is also used to receive ultrasonic echo and ultrasonic echo is transformed into ultrasonic echo electric signal；
The signal comparator is electrically connected with the ultrasonic probe, for receiving the ultrasonic echo electric signal, and
The wave amplitude of the ultrasonic echo electric signal and the first preset threshold are compared；
The timer is electrically connected with the signal comparator, for recording the wave amplitude of the ultrasonic echo electric signal
Value is the first timer time at the time of being equal to first preset threshold for the first time, is also used to record the ultrasonic echo telecommunications
Number wave amplitude be the second timer time at the time of be equal to first preset threshold for the second time；
The data transmission device is connect with the timer, when for by first timer time and the second timing
Quarter is transmitted to data processor；
The data processor, for calculating pipe of concrete according to first timer time and second timer time
Piece impregnating with silane depth.
Optionally, the impregnating with silane depth non-destructive testing device, further includes: memory and display；
The memory is electrically connected with the data processor, for storing first timing time and described second
Timing time；
The display is electrically connected with the data processor, for showing calculated concrete pipe sheet impregnating with silane
Depth.
Optionally, the impregnating with silane depth non-destructive testing device, the ultrasonic detection device further include: ultrasonic wave is visited
Head bracket；
The ultrasonic probe support includes multiple first support bars and second support bar；The first support bar horizontal row
Column；The second support bar is horizontally disposed, and the second support bar is vertical with the first support bar, the second support bar and
Each first support bar is fixedly connected；Multiple ultrasonic probes are installed in the first support bar.
Optionally, the impregnating with silane depth non-destructive testing device, the ultrasonic detection device further include: telescopic machine
Tool arm；
The telescopic mechanical arm is held in the second support bar, is mixed for adjusting the ultrasonic probe with described
The distance of solidifying soil section of jurisdiction.
Optionally, the second support bar is fixed on the midpoint of each first support bar.
The present invention also provides a kind of impregnating with silane depth detection methods, are applied to above-mentioned impregnating with silane depth non-destructive testing and fill
It sets, this method comprises:
Ultrasonic probe is ultrasonic from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet internal emission
Wave, while timer starts timing；
Signal comparator obtain in real time ultrasonic echo electric signal and by the wave amplitude of the ultrasonic echo electric signal with
The comparison of first preset threshold；
The wave amplitude of ultrasonic echo electric signal described in timer record be equal to for the first time first preset threshold when
Carving is the first timer time；
The wave amplitude of ultrasonic echo electric signal described in timer record be equal to for the second time first preset threshold when
Carving is the second timer time；
First timer time and second timer time are sent to data processor by data transmission device；
The data processor calculates concrete pipe sheet silicon according to first timer time and second timer time
Alkane impregnating depth.
Also a kind of impregnating with silane depth detection method of the present invention is applied to above-mentioned impregnating with silane depth non-destructive testing device,
This method comprises:
Ultrasonic probe is ultrasonic from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet internal emission
Wave, while timer starts timing；
Signal comparator obtain in real time ultrasonic echo electric signal and by the wave amplitude of the ultrasonic echo electric signal with
The comparison of first preset threshold；
The wave amplitude of ultrasonic echo electric signal described in timer record be equal to for the first time first preset threshold when
Carving is the first timing time；
The wave amplitude of ultrasonic echo electric signal described in timer record be equal to for the second time first preset threshold when
Carving is the second timing time；
First timing time and second timing time are sent to data processor by data transmission device；
Compare the number for recording first timing time and second timing time and the second preset threshold
Size；If the number of the first timing time of the record and the second timing time is less than second preset threshold, by the meter
When device timing time zero, " ultrasonic probe is from the concrete pipe sheet surface after impregnating with silane to described mixed for return step
Solidifying soil section of jurisdiction internal emission ultrasonic wave, while timer starts timing "；Otherwise, the data processor calculates first meter
When the time the average value average value that obtains the first timer time, while calculating second timing time when obtaining the second timing
It carves；
The data processor calculates concrete pipe sheet silicon according to first timer time and second timer time
Alkane impregnating depth.
Optionally, the data processor calculates concrete according to first timer time and second timer time
The specific formula for calculation of section of jurisdiction impregnating with silane depth are as follows:
In formula, v is spread speed of the ultrasonic wave in the concrete pipe sheet impregnating with silane layer；t1For first timing
Moment；t2For second timer time.
Compared with prior art, the beneficial effects of the present invention are:
The present invention provides a kind of impregnating with silane depth detection apparatus and method can using the method for ultrasonic distance measurement
Fast nondestructive evaluation concrete pipe sheet impregnating with silane depth, solve traditional detection method have to concrete component structure it is biggish
It destroys, causes its structural strength and bearing capacity to reduce, and there are problems that biggish security risk.
Further more, every section of jurisdiction mixing uniformity is not due to being detected the mixture that concrete pipe sheet is sandstone and cement
Identical, the degree of ultrasonic attenuation is also different, and leading to the intensity of ultrasound echo signal, there are larger differences, and using this
After the method and apparatus of invention, influence of this species diversity to testing result can be eliminated.
A kind of impregnating with silane depth detection apparatus provided by the invention includes multiple measuring probes, and a multiple spot may be implemented
Measurement.It can be popped one's head according to section of jurisdiction size and the free alignment measurement of shape, each measuring mechanism independence work in measurement process
Make, do not interfere with each other, can individually measure the impregnating depth of the difference part of full wafer.Each measuring probe structure is identical,
With interchangeability, reduce part storage level, and each measuring probe is to work independently, when some measuring mechanism occurs
When failure, can independently it replace.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without any creative labor, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is ultrasonic probe support top view in the embodiment of the present invention one；
Fig. 2 is ultrasonic probe support main view in the embodiment of the present invention one；
Fig. 3 is impregnating with silane depth detection method flow chart in the embodiment of the present invention two；
Fig. 4 is two Timer of the embodiment of the present invention and signal comparator threshold test schematic illustration；
Fig. 5 is impregnating with silane depth detection method flow chart in the embodiment of the present invention three.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
There has been no concrete pipe sheet silane surface impregnating depth non-destructive testing device and method fields in currently available technology
Research, the present invention provides a kind of based on ultrasonic wave impregnating with silane depth lossless detection method, and Ultrasonic Nondestructive technology is
Achieved the purpose that measure object thickness (depth), defect according to Ultrasonic Pulse-Echo principle, supersonic generator probe generates
Ultrasonic pulse enter testee, ultrasonic pulse is reflected back when reaching object backing material interface is connect by probe
It receives, according to the ultrasonic pulse time t used in the layer material communication process and velocity of wave v that measuring device records, can calculate
The thickness S of the layer material.Using ultrasonic reflections principle measurement object thickness when, ultrasonic wave propagated in measured material when
Between are as follows: timer timing since the supersonic generator of probe emits ultrasonic wave is reflected back toward to ultrasonic wave and is sensed by probe
Device stops timing when receiving, this period of timer record is required propagation time t.Currently, whether timer stops counting
When detection there are two types of method:
First method is to set a ultrasonic echo to ultrasonic receiver sensor to trigger the threshold value of its work, is surpassed
Timer starts timing when sonic generator emits ultrasonic wave to test specimen, receives sensing when the Mintrop wave of ultrasonic echo reaches
Device, and ultrasonic echo signal wave amplitude be more than setting threshold value when, timer stop timing, the threshold value be timer judgement
Ultrasonic echo Mintrop wave reaches the mark of receiving sensor, and in the process, the time measured by timer is that ultrasonic wave is trying
The total time propagated in part.Since ultrasonic wavelength with test specimen can couple shape because of supersonic generator circuit, energy converter, probe
Condition, temperature etc. change, and component size and the uniformity of distribution can also cause the variation of wavelength, wave inside test specimen
The point generation that long variation will lead to energy trigger sensor threshold value on ultrasonic echo Mintrop wave deviates forward or backward, i.e. the change of wavelength
Change and will lead to time advance or the delay of ultrasonic echo activation threshold value, will lead to ultrasonic wave that timer obtains at this time in quilt
The propagation time shortens or increases in test block, and especially when measuring relatively thin material, error can be bigger.
Second method is that timer starts timing when supersonic generator emits ultrasonic wave to test specimen, when ultrasound is returned
When the Mintrop wave peak value of wave is received sensor reception, timer stops timing, and in the process, the time measured by timer is
The total time propagated in test specimen for ultrasonic wave.This kind judges that the method for timer stopping timing being avoided that the mistake of first method
Difference, but high speed data acquisition system is needed in the method that wave crest arrival receiving sensor terminates timing to obtain higher sampling frequency
The microprocessor of rate and superior performance, this results in the volume of final instrument and cost to greatly increase.
The object of the present invention is to provide a kind of impregnating with silane depth non-destructive testing device and methods, have and are not destroying coagulation
The advantages of improving detection accuracy on the basis of the i.e. measurable impregnating with silane depth of native element structure.
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
Embodiment one
Impregnating with silane depth detection apparatus provided by the invention, comprising: ultrasonic detection device, data transmission device, number
According to processor, memory and display.The ultrasonic detection device, comprising: ultrasonic probe, signal comparator, timer,
Ultrasonic probe support and telescopic mechanical arm.
The ultrasonic probe, inside from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet
Emit ultrasonic wave, is also used to receive ultrasonic echo and ultrasonic echo is transformed into ultrasonic echo electric signal.
The signal comparator is electrically connected with the ultrasonic probe, for receiving the ultrasonic echo electric signal, and
The wave amplitude of the ultrasonic echo electric signal and the first preset threshold are compared.
The timer is electrically connected with the signal comparator, for recording the wave amplitude of the ultrasonic echo electric signal
Value is the first timer time at the time of being equal to first preset threshold for the first time, is also used to record the ultrasonic echo telecommunications
Number wave amplitude be the second timer time at the time of be equal to first preset threshold for the second time.
The data transmission device is connect with the timer, when for by first timer time and the second timing
Quarter is transmitted to data processor.
The data processor, for calculating pipe of concrete according to first timer time and second timer time
Piece impregnating with silane depth.
The memory is electrically connected with the data processor, for storing first timing time and described second
Timing time.
The display is electrically connected with the data processor, for showing calculated concrete pipe sheet impregnating with silane
Depth.
Fig. 1 is ultrasonic probe support top view；
Fig. 2 is ultrasonic probe support main view.
As shown in Figs. 1-2, ultrasonic probe support is located at 1 top of concrete pipe sheet, and ultrasonic probe support includes multiple
First support bar 3 and second support bar 4；The first support bar 3 is horizontally arranged；The second support bar 4 is horizontally disposed, described
Second support bar 4 is vertical with the first support bar 3, the second support bar 4 and the fixed company of each first support bar 3
It connects；The second support bar 4 is fixed on the midpoint of each first support bar 3；It is equipped in the first support bar 3 more
A ultrasonic probe 2.Telescopic mechanical arm 5 is held in the second support bar 4, for adjust the ultrasonic probe 2 with
The distance of the concrete pipe sheet 1.
Since impregnating with silane depth detection apparatus includes multiple measuring probes, a multimetering may be implemented.It can basis
Section of jurisdiction size and the free alignment measurement probe of shape, each measuring mechanism works independently in measurement process, mutually not dry
It disturbs, can individually measure the impregnating with silane depth of the different measuring points position of full wafer section of jurisdiction.Each measuring probe structure is identical,
With interchangeability, reduce part storage level, and each measuring probe is to work independently, when some measuring mechanism occurs
When failure, can independently it replace.
Embodiment two
Fig. 3 is a kind of impregnating with silane depth detection method flow chart provided by the invention；
Fig. 4 is timer and signal comparator threshold test schematic illustration.
As shown in Figure 3-4, impregnating with silane depth detection method includes:
Step 101: ultrasonic probe from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet inside
Emit ultrasonic wave, while timer starts timing.
Step 102: signal comparator obtains ultrasonic echo electric signal and in real time by the ultrasonic echo electric signal
Wave amplitude and the first preset threshold compare.
Step 103: it is default that the wave amplitude of ultrasonic echo electric signal described in timer record is equal to described first for the first time
It is the first timer time t at the time of threshold value1。
Step 104: it is default that the wave amplitude of ultrasonic echo electric signal described in timer record is equal to described first for the second time
It is the second timer time t at the time of threshold value2。
Step 105: data transmission device is by the first timer time t1With the second timer time t2It is sent to data
Processor.
Step 106: the data processor is according to the first timer time t1With the second timer time t2It calculates mixed
Solidifying soil section of jurisdiction impregnating with silane depth.Calculate the formula of concrete pipe sheet impregnating with silane depth are as follows:
In formula, v is spread speed of the ultrasonic wave in the concrete pipe sheet impregnating with silane layer；t1For first timing
Moment；t2For second timer time.
Embodiment three
Fig. 5 is a kind of impregnating with silane depth detection method flow chart provided by the invention.
As illustrated in figures 4-5, impregnating with silane depth detection method includes:
Step 201: ultrasonic probe from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet inside
Emit ultrasonic wave, while timer starts timing.
Step 202: signal comparator obtains ultrasonic echo electric signal and in real time by the ultrasonic echo electric signal
Wave amplitude and the first preset threshold compare.
Step 203: it is default that the wave amplitude of ultrasonic echo electric signal described in timer record is equal to described first for the first time
It is the first timing time at the time of threshold value.
Step 204: it is default that the wave amplitude of ultrasonic echo electric signal described in timer record is equal to described first for the second time
It is the second timing time at the time of threshold value.
Step 205: first timing time and second timing time are sent at data by data transmission device
Manage device.
Step 206: the number for recording first timing time and second timing time and second is in advance
If the size of threshold value；If the number of the first timing time of the record and the second timing time is less than second preset threshold,
Execute step 207；Otherwise, step 208 is executed.
Step 207: the timing time of the timer being zeroed, " ultrasonic probe is from after impregnating with silane for return step
Concrete pipe sheet surface to the concrete pipe sheet internal emission ultrasonic wave, while timer starts timing ".
Step 208: the average value that the data processor calculates first timing time obtains the first timer time, together
When calculate the average value of second timing time and obtain the second timer time.
Step 209: the data processor calculates coagulation according to first timer time and second timer time
Native section of jurisdiction impregnating with silane depth.Calculate the formula of concrete pipe sheet impregnating with silane depth are as follows:
In formula, v is spread speed of the ultrasonic wave in the concrete pipe sheet impregnating with silane layer；t1For first timing
Moment；t2For second timer time.
It, being capable of Fast nondestructive evaluation concrete using the method for the ultrasonic distance measurement of the embodiment of the present invention two and embodiment three
Section of jurisdiction impregnating with silane depth, solving traditional detection method has biggish destruction to concrete component structure, causes its structure strong
Degree and bearing capacity reduce, and there are problems that biggish security risk.It additionally can solve due to detected pipe of concrete
Piece is the mixture of sandstone and cement, and different sections of jurisdiction are because when mixing uniformity is all different for cooperation, ultrasonic attenuation degree
Different, there is larger difference and impact to testing result in the intensity of caused ultrasound echo signal.
Used herein a specific example illustrates the principle and implementation of the invention, and above embodiments are said
It is bright to be merely used to help understand method and its core concept of the invention；At the same time, for those skilled in the art, foundation
Thought of the invention, there will be changes in the specific implementation manner and application range.In conclusion the content of the present specification is not
It is interpreted as limitation of the present invention.
Claims (8)
1. a kind of impregnating with silane depth detection apparatus characterized by comprising ultrasonic detection device, data transmission device and
Data processor；The ultrasonic detection device specifically includes: ultrasonic probe, signal comparator and timer；
The ultrasonic probe, for from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet internal emission
Ultrasonic wave is also used to receive ultrasonic echo and ultrasonic echo is transformed into ultrasonic echo electric signal；
The signal comparator is electrically connected with the ultrasonic probe, for receiving the ultrasonic echo electric signal, and by institute
The wave amplitude and the first preset threshold for stating ultrasonic echo electric signal compare；
The timer is electrically connected with the signal comparator, for recording the wave amplitude of the ultrasonic echo electric signal
It is the first timer time at the time of being once equal to first preset threshold, is also used to record the ultrasonic echo electric signal
Wave amplitude is the second timer time at the time of being equal to first preset threshold for the second time；
The data transmission device is connect with the timer, for passing first timer time and the second timer time
Transport to data processor；
The data processor, for calculating concrete pipe sheet silicon according to first timer time and second timer time
Alkane impregnating depth.
2. impregnating with silane depth detection apparatus according to claim 1, which is characterized in that the impregnating with silane depth is lossless
Detection device, further includes: memory and display；
The memory is electrically connected with the data processor, for storing first timing time and second timing
Time；
The display is electrically connected with the data processor, for showing calculated concrete pipe sheet impregnating with silane depth.
3. impregnating with silane depth detection apparatus according to claim 1, which is characterized in that the impregnating with silane depth is lossless
Detection device, the ultrasonic detection device further include: ultrasonic probe support；
The ultrasonic probe support includes multiple first support bars and second support bar；The first support bar is horizontally arranged；
The second support bar is horizontally disposed, and the second support bar is vertical with the first support bar, the second support bar with respectively
A first support bar is fixedly connected；Multiple ultrasonic probes are installed in the first support bar.
4. impregnating with silane depth detection apparatus according to claim 3, which is characterized in that the impregnating with silane depth is lossless
Detection device, the ultrasonic detection device further include: telescopic mechanical arm；
The telescopic mechanical arm is held in the second support bar, for adjusting the ultrasonic probe and the concrete
The distance of section of jurisdiction.
5. impregnating with silane depth detection apparatus according to claim 3, which is characterized in that the second support bar is fixed on
The midpoint of each first support bar.
6. a kind of impregnating with silane depth detection method, which is characterized in that applied to silicon described in any one of claim 1-5
Alkane impregnating depth non-destructive testing device, this method comprises:
Ultrasonic probe is from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet internal emission ultrasonic wave, together
When timer start timing；
Signal comparator obtains ultrasonic echo electric signal and in real time by the wave amplitude and first of the ultrasonic echo electric signal
Preset threshold comparison；
The wave amplitude of ultrasonic echo electric signal described in timer record is at the time of being equal to first preset threshold for the first time
First timer time；
The wave amplitude of ultrasonic echo electric signal described in timer record is at the time of being equal to first preset threshold for the second time
Second timer time；
First timer time and second timer time are sent to data processor by data transmission device；
The data processor calculates the leaching of concrete pipe sheet silane according to first timer time and second timer time
Stain depth.
7. a kind of impregnating with silane depth detection method, which is characterized in that applied to silicon described in any one of claim 1-5
Alkane impregnating depth non-destructive testing device, this method comprises:
Ultrasonic probe is from the concrete pipe sheet surface after impregnating with silane to the concrete pipe sheet internal emission ultrasonic wave, together
When timer start timing；
Signal comparator obtains ultrasonic echo electric signal and in real time by the wave amplitude and first of the ultrasonic echo electric signal
Preset threshold comparison；
The wave amplitude of ultrasonic echo electric signal described in timer record is at the time of being equal to first preset threshold for the first time
First timing time；
The wave amplitude of ultrasonic echo electric signal described in timer record is at the time of being equal to first preset threshold for the second time
Second timing time；
First timing time and second timing time are sent to data processor by data transmission device；
Compare the size of the number for recording first timing time and second timing time and the second preset threshold；
If the number of the first timing time of the record and the second timing time is less than second preset threshold, by the timer
Timing time zero, " ultrasonic probe is from the concrete pipe sheet surface after impregnating with silane to the pipe of concrete for return step
Piece internal emission ultrasonic wave, while timer starts timing "；Otherwise, the data processor calculates first timing time
Average value obtain the first timer time, while the average value for calculating second timing time obtains the second timer time；
The data processor calculates the leaching of concrete pipe sheet silane according to first timer time and second timer time
Stain depth.
8. impregnating with silane depth detection method according to claim 6 or 7, which is characterized in that the data processor root
The specific formula for calculation of concrete pipe sheet impregnating with silane depth is calculated according to first timer time and second timer time
Are as follows:
In formula, v is spread speed of the ultrasonic wave in the concrete pipe sheet impregnating with silane layer；t1For first timer time；
t2For second timer time.
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| CN104048628A (en) * | 2014-06-16 | 2014-09-17 | 山东中科普锐检测技术有限公司 | Method for accurately detecting thickness through ultrasonic wave equivalent peak value and device using method |
| CN104088472A (en) * | 2014-07-10 | 2014-10-08 | 汕头市建设工程质量监督检测站 | Method for detecting and restoring reinforced concrete structures of coastal building |
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2018
- 2018-09-17 CN CN201811080563.0A patent/CN109099864A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101614533A (en) * | 2008-06-26 | 2009-12-30 | 中国科学院金属研究所 | A kind of energy accurately measuring thickness of ultrathin workpieces method and instrument |
| US20140109677A1 (en) * | 2012-10-23 | 2014-04-24 | General Electric Company | Ultrasonic measurement apparatus and method |
| CN104048628A (en) * | 2014-06-16 | 2014-09-17 | 山东中科普锐检测技术有限公司 | Method for accurately detecting thickness through ultrasonic wave equivalent peak value and device using method |
| CN104088472A (en) * | 2014-07-10 | 2014-10-08 | 汕头市建设工程质量监督检测站 | Method for detecting and restoring reinforced concrete structures of coastal building |
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