CN111504879B - Concrete impermeability test method for hydraulic engineering quality detection - Google Patents
Concrete impermeability test method for hydraulic engineering quality detection Download PDFInfo
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- 238000010998 test method Methods 0.000 title claims abstract description 15
- 238000001514 detection method Methods 0.000 title claims abstract description 10
- 238000012360 testing method Methods 0.000 claims abstract description 78
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 31
- 239000000758 substrate Substances 0.000 claims abstract description 17
- 238000004519 manufacturing process Methods 0.000 claims abstract description 5
- 238000005507 spraying Methods 0.000 claims description 43
- 239000007921 spray Substances 0.000 claims description 18
- 238000004458 analytical method Methods 0.000 claims description 16
- 230000010354 integration Effects 0.000 claims description 16
- 238000002103 osmometry Methods 0.000 claims description 13
- 238000003860 storage Methods 0.000 claims description 9
- 230000000007 visual effect Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 6
- 238000012216 screening Methods 0.000 claims description 6
- 230000003487 anti-permeability effect Effects 0.000 claims description 5
- 230000035515 penetration Effects 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 230000003204 osmotic effect Effects 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000003825 pressing Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000013100 final test Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/082—Investigating permeability by forcing a fluid through a sample
- G01N15/0826—Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/0806—Details, e.g. sample holders, mounting samples for testing
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Abstract
The invention discloses a concrete impermeability test method for hydraulic engineering quality detection, which comprises the following steps of firstly, manufacturing a piece to be tested according to standard regulation; the piece to be tested is square; then placing the to-be-tested piece in the testing assembly, and completing the concrete impermeability test by means of the driving control of a testing system of the testing assembly; finally, displaying the test result; the testing assembly comprises a testing substrate, and two first corner columns and two second corner columns are fixedly arranged on the testing substrate; according to the invention, the to-be-tested piece is placed at the upper end of the water seepage plate, and then the first embedded column is matched with the clamping groove of the first corner column, and after the to-be-tested piece is clamped in, the square frame is simultaneously clamped into the square embedded groove of the to-be-tested piece.
Description
Technical Field
The invention belongs to the field of impermeability tests, relates to a concrete impermeability test technology, and particularly relates to a concrete impermeability test method for hydraulic engineering quality detection.
Background
The patent with publication number CN101806702A discloses a concrete impermeability test method, which adopts a pressing plate type concrete impermeability test device for testing, and comprises the following steps: manufacturing a test piece according to standard specifications; placing a test piece meeting the requirements in a lower metal cavity of a pressure plate type concrete impermeability test device, wherein a water outlet of the pressure plate type concrete impermeability test device is aligned to the center position of the test piece; an upper metal pressing plate of the pressing plate type concrete impermeability test device is arranged on the fixing rod and is tightly fixed on the upper surface of the test piece, so that water flow is ensured not to flow out of the bottom of the lower metal cavity during the test; opening a control switch and a water pressure control valve of the pressing plate type concrete impermeability test device, carrying out a test, and recording data; and processing and judging the data obtained by the test. The invention has simple and convenient operation and accurate and reliable test result.
However, an effective anti-permeability member is lacked aiming at the anti-permeability performance of concrete at present, an effective and reasonable test assembly is provided, the anti-permeability performance of the concrete can be tested, the test assembly is controlled by combining a corresponding test system, meanwhile, the tested data can be automatically analyzed, and a reasonable display is given according to the result obtained by analysis; in order to achieve this technical idea, a solution is now provided.
Disclosure of Invention
The invention aims to provide a concrete impermeability test method for hydraulic engineering quality detection.
The purpose of the invention can be realized by the following technical scheme:
a concrete impermeability test method for hydraulic engineering quality detection comprises the following steps:
the method comprises the following steps: manufacturing a piece to be tested according to standard regulations; the piece to be tested is square;
step two: placing a to-be-tested piece in the testing assembly, and completing a concrete impermeability test by means of driving control of a testing system of the testing assembly;
step three: displaying the test result;
the testing assembly comprises a testing substrate, wherein two first corner columns and two second corner columns are fixedly mounted on the testing substrate, the first corner columns and the second corner columns are located at four vertex angles on one surface of the testing substrate, the two first corner columns are arranged in a diagonal manner, and the two second corner columns are arranged in a diagonal manner;
the upper end of the first corner post is provided with a clamping groove, one side wall of the clamping groove is provided with a connecting groove penetrating through the surface of the first corner post, the middle part of the connecting groove is provided with a buffer groove, the buffer groove is a circular groove, and the buffer groove is communicated with the clamping groove through the connecting groove;
the upper ends of the two second corner columns are also provided with second clamping grooves;
a pulling and clamping column is movably arranged in the connecting groove, a limiting plate is arranged in the middle of the pulling and clamping column, a holding block is fixedly connected to one end of the pulling and clamping column, the limiting plate is fixedly connected with the buffer groove through a spring, and the spring is arranged between the limiting plate and the holding block; the limiting plate is matched with the buffer groove, and the pulling and clamping column is matched with the connecting groove;
the upper end cover plates are movably arranged on the first corner post and the second corner post, the middle part of the upper end cover plate is provided with a hollow groove, a square frame is fixed on the periphery of the hollow groove, two first embedded posts and two second embedded posts are fixedly connected at the bottom of the upper end cover plate,
the middle part of the test substrate is also provided with a test empty slot, a water seepage plate is fixedly connected in the test empty slot, a plurality of holes are formed in the water seepage plate, five humidity sensors are also arranged on the water seepage plate, and the humidity sensors are arranged at the four vertex angles and the middle position of the water seepage plate;
the top of the upper end cover plate is also fixedly connected with two groups of symmetrically arranged spray heads;
furthermore, the first embedded column is matched with the clamping groove of the first corner column and embedded into the clamping groove; the second embedded column is matched with the second clamping groove of the second corner column and embedded into the second clamping groove; one side of each embedded column is also provided with a locking groove; the pulling and clamping column is matched with the locking groove.
Further, a to-be-tested part is further arranged between the testing substrate and the upper end cover plate, a square embedded groove is further formed in the upper end of the to-be-tested part, the size of the square embedded groove is consistent with that of the square frame, and the square frame is used for being clamped into the square embedded groove.
Further, the test system comprises a humidity sensor, a data integration unit, a spraying control unit, a processor, a storage unit, a result analysis library, a management unit and a display unit;
the humidity sensor group comprises five humidity sensors arranged on the water seepage plate, is used for acquiring a humidity information group on the water seepage plate and transmitting the humidity information group to the data integration unit; the spraying control unit is used for controlling the spraying head, the data integration unit is used for combining the processor and the spraying control unit to carry out data acquisition control, and the specific data acquisition control steps are as follows:
s10: acquiring five pieces of humidity information in a humidity information group;
s20: calculating the average value of the five humidity information, and marking the average value as an initial humidity visual value Dc;
s30: after the initial humidity visual value Dc is obtained, a spraying signal is generated;
s40: when a spraying signal is generated, the processor transmits the spraying signal to the spraying control unit, and the spraying control unit automatically opens the spraying head to spray;
s50: after the T1 time is automatically counted down, the T1 is a preset value;
s60: acquiring a mean value of five pieces of humidity information once every T2 time interval, and marking the mean value as a humidity visual value Di, i =1.. N;
s70: calculating a rise potential value Zi, zi = (Di-Dc)/(i × T2), i =1.. N by using a formula;
s80: after n times of measurement are finished, controlling the spray header to stop spraying through the spray control unit, and counting down the time T3, wherein T3 is a user preset value; after the time T3 is finished, controlling the spray header to start spraying through the spray control unit again, repeating the steps S60-S70, and obtaining n groups of expansion potential values Z2i again, wherein i =1.. N; stopping spraying after finishing;
s90: obtaining a growth value Zsi, zsi = (Zi + Z2 i)/2; screening the growth value Zsi, wherein the specific screening process is as follows:
s91: obtaining the average value of the growth value Zsi, and marking the average value as P;
s92: filtering all the increase values Zsi which meet the condition that | Zsi-P |, is more than or equal to X1, and obtaining the mean value of the residual increase values to obtain the osmometry value St; x1 is a preset value.
Further, the data integration unit is configured to transmit the osmolarity value St to the processor, the processor is configured to transmit the osmolarity value St to the result analysis unit, and the result analysis unit is configured to perform decision analysis on the osmolarity value St, where the specific decision analysis step is:
and (4) SS1: obtaining a penetration vision value St;
and (4) SS2: when St < X2, a signal with good performance is generated;
when X2 is less than or equal to St and less than or equal to X3, generating a performance general signal;
when St > X2, a performance difference signal is generated; x2 and X3 are preset values;
further, the processor is used for driving the display unit to display that the current osmoscope value is St and the anti-osmosis performance is good when the processor generates a signal with good performance;
the processor is used for driving the display unit to display that the current osmotic vision value is St and the impermeability is general when generating general performance signals;
the processor is used for driving the display unit to display that the current osmotic vision value is St and the impermeability performance is poor when the performance difference signal is generated.
Further, the management unit is configured to enter all preset values X1, X2, X3, T1, T2, and T3;
the processor is used for stamping the osmometry value St and transmitting the osmometry value St to the storage unit for real-time storage.
The invention has the beneficial effects that:
according to the invention, the to-be-tested piece is placed at the upper end of the water seepage plate, then the first embedded column is matched with the clamping groove of the first corner column, and after the to-be-tested piece is clamped in, the square frame is simultaneously clamped into the square embedded groove of the to-be-tested piece, so that the operation is to avoid that water sprayed by the spray header passes through a gap between the to-be-tested piece and the upper end cover plate and is sprayed onto the test substrate at the lower end, so that water flow is directly connected to the humidity sensor on the water seepage plate, and the final test result is influenced;
the to-be-tested piece can be subjected to drive control through the to-be-tested system, data acquisition is carried out by means of the humidity sensor, the acquired data are transmitted to the data integration unit for data integration, and meanwhile accurate data are obtained through two iterative analyses of the spray header; after the final data are analyzed, a final osmometry value St can be obtained, and the final result is evaluated and analyzed according to the osmometry value St; the invention is simple, effective and easy to use.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
FIG. 1 is a schematic view of a test assembly according to the present invention;
FIG. 2 is a schematic diagram of the exploded structure of FIG. 1;
FIG. 3 is a schematic view of the inverted structure of FIG. 2;
FIG. 4 is a schematic view of a first corner post according to the present invention;
FIG. 5 is a cross-sectional view of the internal structure of the first corner post according to the present invention;
FIG. 6 is a schematic diagram of a test system according to the present invention.
Detailed Description
As shown in fig. 1 to 6, a concrete impermeability test method for hydraulic engineering quality inspection, which comprises the following steps:
the method comprises the following steps: manufacturing a piece to be tested according to standard regulations; the length and the width of a piece to be tested are appropriately adjusted according to actual requirements;
step two: placing a to-be-tested piece in the testing assembly, and completing a concrete impermeability test by means of driving control of a testing system of the testing assembly;
step three: and (5) displaying the test result.
The testing assembly comprises a testing substrate 1, wherein two first corner columns 2 and two second corner columns 3 are fixedly mounted on the testing substrate 1, the first corner columns 2 and the second corner columns 3 are positioned at four vertex angles on one surface of the testing substrate 1, the two first corner columns 2 are arranged in a diagonal manner, and the two second corner columns 3 are arranged in a diagonal manner;
the upper end of the first corner post 2 is provided with a clamping groove 201, one side wall of the clamping groove 201 is provided with a connecting groove 202 penetrating through the surface of the first corner post 2, the middle part of the connecting groove 202 is provided with a buffer groove 203, the buffer groove 203 is a circular groove, and the buffer groove 203 is communicated with the clamping groove 201 through the connecting groove 202;
the upper ends of the two second corner posts 3 are also provided with second clamping grooves 301;
a pulling clamp column 5 is movably arranged in the connecting groove 202, a limiting plate 501 is arranged in the middle of the pulling clamp column 5, one end of the pulling clamp column 5 is also fixedly connected with a holding block 502, the limiting plate 501 is fixedly connected with the buffer groove 203 through a spring 503, and the spring 503 is arranged between the limiting plate 501 and the holding block 502; the limiting plate 501 is matched with the buffer groove 203, and the pulling and clamping column 5 is matched with the connecting groove 202;
an upper end cover plate 4 is movably arranged on the first corner post 2 and the second corner post 3, a hollow groove 401 is arranged in the middle of the upper end cover plate 4, a square frame 402 is fixed on the periphery of the hollow groove 401, two first embedded posts 403 and two second embedded posts 404 are fixedly connected at the bottom of the upper end cover plate 4,
the first embedded column 403 is matched with the clamping groove 201 of the first corner column 2 and is embedded into the clamping groove 201; the second embedded column 404 is matched with the second clamping groove 301 of the second corner column 3 and is embedded into the second clamping groove 301; a lock groove 4031 is formed in each of the first embedded columns 403; the pulling clamp column 5 is matched with the lock groove 4031;
a to-be-tested piece 6 is further arranged between the test substrate 1 and the upper end cover plate 4, a square embedded groove 601 is further formed in the upper end of the to-be-tested piece 6, the square embedded groove 601 is the same as the square frame 402 in size, and the square frame 402 is clamped into the square embedded groove 601;
the middle part of the test substrate 1 is also provided with a test empty slot, a water seepage plate 7 is fixedly connected in the test empty slot, a plurality of holes are formed in the water seepage plate 7, five humidity sensors 701 are also arranged on the water seepage plate 7, and the humidity sensors are arranged at the four vertex angles and the middle position of the water seepage plate 7;
the top of the upper end cover plate 4 is also fixedly connected with two groups of symmetrically arranged spray headers 8;
the test system comprises a humidity sensor, a data integration unit, a spraying control unit, a processor, a storage unit, a result analysis library, a management unit and a display unit;
the humidity sensor group comprises five humidity sensors 701 arranged on the water seepage plate 7, and is used for acquiring a humidity information group on the water seepage plate 7 and transmitting the humidity information group to the data integration unit; the spraying control unit is used for controlling the spraying head 8, the data integration unit is used for combining the processor and the spraying control unit to carry out data acquisition control, and the specific data acquisition control steps are as follows:
s10: acquiring five pieces of humidity information in a humidity information group;
s20: calculating the average value of the five pieces of humidity information, and marking the average value as an initial humidity visual value Dc;
s30: after the initial humidity visual value Dc is obtained, a spraying signal is generated;
s40: when a spraying signal is generated, the processor transmits the spraying signal to the spraying control unit, and the spraying control unit automatically opens the spraying head 8 to spray;
s50: after the T1 time is automatically counted down, the T1 is a preset value;
s60: acquiring a mean value of five pieces of humidity information once every T2 time interval, and marking the mean value as a humidity visual value Di, i =1.. N;
s70: calculating a rise potential value Zi, zi = (Di-Dc)/(i × T2), i =1.. N by using a formula; when the system is used specifically, n can be 10, and can be flexibly adjusted according to the specific use of a manager;
s80: after n times of measurement are finished, the spraying control unit controls the spraying head 8 to stop spraying, and the time T3 is counted down, wherein T3 is a user preset value; after the time T3 is finished, controlling the spray header 8 to start spraying through the spray control unit again, repeating the steps S60-S70, and obtaining n groups of expansion potential values Z2i again, wherein i =1.. N; stopping spraying after finishing;
s90: obtaining an increase value Zsi, zsi = (Zi + Z2 i)/2; screening the growth value Zsi, wherein the specific screening process is as follows:
s91: obtaining the average value of the growth value Zsi, and marking the average value as P;
s92: filtering all increase values Zsi which meet the condition that | Zsi-P | > X1, and obtaining the mean value of the rest increase values to obtain a Permeasia value St; x1 is a preset value;
the data integration unit is used for transmitting the osmometry value St to the processor, the processor is used for transmitting the osmometry value St to the result analysis unit, the result analysis unit is used for judging and analyzing the osmometry value St, and the specific judging and analyzing steps are as follows:
and (4) SS1: obtaining a penetration vision value St;
and (4) SS2: when St < X2, a signal with good performance is generated;
when X2 is less than or equal to St and less than or equal to X3, generating a performance general signal;
when St > X2, a performance poor signal is generated; x2 and X3 are preset values;
the processor is used for driving the display unit to display that the current penetration value is St and the anti-penetration performance is good when the processor generates a signal with good performance;
the processor is used for driving the display unit to display that the current osmoscope value is St and the anti-permeability performance is common when the processor generates a performance common signal;
the processor is used for driving the display unit to display that the current penetration value is St and the anti-penetration performance is poor when the processor generates a performance difference signal;
the management unit is used for recording all preset values X1, X2, X3, T1, T2 and T3.
The processor is used for stamping the osmometry value St and transmitting the osmometry value St to the storage unit for real-time storage.
A concrete impermeability test method for hydraulic engineering quality detection, the working principle of this application is, at first through placing the test piece 6 to be tested in the upper end of the water seepage board 7, later through cooperating the first embedded column 403 with the chucking groove 201 of the first corner post 2, after the card goes in, the square frame 402 is snapped into the square embedded groove 601 of the test piece 6 to be tested at the same time, this operation is to avoid the water that the shower head sprays out will pass the gap between test piece 6 to be tested and upper end cover plate 4, drench on the test base plate 1 of the lower extreme, thus lead to rivers to directly insert the humidity transducer on the water seepage board 7, thus cause the influence to the final test result;
then, the to-be-tested piece 6 can be subjected to drive control through the to-be-tested system, data acquisition is carried out by means of the humidity sensor, the acquired data are transmitted to the data integration unit for data integration, and meanwhile, accurate data are obtained through iterative twice analysis of the spray header; after the final data are analyzed, a final osmometry value St can be obtained, and the final result is evaluated and analyzed according to the osmometry value St; the invention is simple, effective and easy to use.
The foregoing is merely illustrative and explanatory of the present invention and various modifications, additions or substitutions may be made to the specific embodiments described by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (6)
1. A concrete impermeability test method for hydraulic engineering quality detection is characterized by comprising the following steps:
the method comprises the following steps: manufacturing a piece to be tested according to standard specifications, wherein the piece to be tested is square;
step two: placing a to-be-tested piece in the testing assembly, and completing a concrete impermeability test by means of driving control of a testing system of the testing assembly;
step three: displaying the test result;
the testing assembly comprises a testing substrate (1), wherein two first corner columns (2) and two second corner columns (3) are fixedly mounted on the testing substrate (1), the first corner columns (2) and the second corner columns (3) are located at four vertex angles on one surface of the testing substrate (1), the two first corner columns (2) are arranged in a diagonal manner, and the two second corner columns (3) are arranged in a diagonal manner;
the upper end of the first corner column (2) is provided with a clamping groove (201), one side wall of the clamping groove (201) is provided with a connecting groove (202) penetrating through the surface of the first corner column (2), the middle part of the connecting groove (202) is provided with a buffer groove (203), the buffer groove (203) is a circular groove, and the buffer groove (203) is communicated with the clamping groove (201) through the connecting groove (202);
the upper ends of the two second corner columns (3) are also provided with second clamping grooves (301);
a pulling and clamping column (5) is movably arranged in the connecting groove (202), a limiting plate (501) is arranged in the middle of the pulling and clamping column (5), a holding block (502) is further fixedly connected to one end of the pulling and clamping column (5), the limiting plate (501) is fixedly connected with the buffer groove (203) through a spring (503), and the spring (503) is arranged between the limiting plate (501) and the holding block (502); the limiting plate (501) is matched with the buffer groove (203), and the pulling and clamping column (5) is matched with the connecting groove (202);
an upper end cover plate (4) is movably mounted on the first corner post (2) and the second corner post (3), a hollow groove (401) is arranged in the middle of the upper end cover plate (4), square frames (402) are fixed on the periphery of the hollow groove (401), two first embedded posts (403) and two second embedded posts (404) are fixedly connected to the bottom of the upper end cover plate (4),
the middle part of the test substrate (1) is also provided with a test empty slot, a water seepage plate (7) is fixedly connected in the test empty slot, a plurality of holes are formed in the water seepage plate (7), five humidity sensors (701) are also arranged on the water seepage plate (7), and the humidity sensors are arranged at the four vertex angles and the middle position of the water seepage plate (7);
the top of the upper end cover plate (4) is also fixedly connected with two groups of symmetrically arranged spray headers (8);
the test system comprises a humidity sensor, a data integration unit, a spraying control unit, a processor, a storage unit, a result analysis library, a management unit and a display unit;
the humidity sensor group comprises five humidity sensors (701) arranged on the water seepage plate (7), and is used for acquiring a humidity information group on the water seepage plate (7) and transmitting the humidity information group to the data integration unit; the spraying control unit is used for controlling the spraying head (8), the data integration unit is used for combining the processor and the spraying control unit to carry out data acquisition control, and the specific data acquisition control steps are as follows:
s10: acquiring five pieces of humidity information in a humidity information group;
s20: calculating the average value of the five pieces of humidity information, and marking the average value as an initial humidity visual value Dc;
s30: after the initial humidity visual value Dc is obtained, a spraying signal is generated;
s40: when the spraying signal is generated, the processor transmits the spraying signal to the spraying control unit, and the spraying control unit automatically opens the spraying head (8) to spray;
s50: after the T1 time is automatically counted down, the T1 is a preset value;
s60: acquiring a mean value of five pieces of humidity information once every T2 time interval, and marking the mean value as a humidity visual value Di, i =1.. N;
s70: calculating a rise potential value Zi, zi = (Di-Dc)/(i × T2), i =1.. N by using a formula;
s80: after n times of measurement are finished, the spraying control unit controls the spraying head (8) to stop spraying, and the time T3 is counted down, wherein T3 is a user preset value; after the time T3 is finished, controlling the spray header (8) to start spraying through the spray control unit again, repeating the steps S60-S70, and obtaining n groups of expansion potential values Z2i again, wherein i =1.. N; stopping spraying after finishing;
s90: obtaining an increase value Zsi, zsi = (Zi + Z2 i)/2; screening the growth value Zsi, wherein the specific screening process is as follows:
s91: obtaining the average value of the growth value Zsi, and marking the average value as P;
s92: filtering all the increase values Zsi which meet the condition that | Zsi-P |, is more than or equal to X1, and obtaining the mean value of the residual increase values to obtain the osmometry value St; x1 is a preset value.
2. The concrete impermeability test method for hydraulic engineering quality inspection according to claim 1, characterized in that, the first embedded column (403) is matched with the clamping groove (201) of the first corner column (2) and embedded into the clamping groove (201); the second embedded column (404) is matched with the second clamping groove (301) of the second corner column (3) and is embedded into the second clamping groove (301); one side of each first embedded column (403) is also provided with a locking groove (4031); the pulling and clamping column (5) is matched with the locking groove (4031).
3. The concrete impermeability test method for water conservancy project quality detection according to claim 1, wherein a test piece (6) to be tested is further disposed between the test base plate (1) and the upper end cover plate (4), a square embedded groove (601) is further formed in the upper end of the test piece (6), the square embedded groove (601) is consistent with the square frame (402) in size, and the square frame (402) is used for being clamped into the square embedded groove (601).
4. The concrete impermeability test method for water conservancy project quality detection according to claim 1, wherein the data integration unit is configured to transmit the osmolarity value St to a processor, the processor is configured to transmit the osmolarity value St to a result analysis unit, the result analysis unit is configured to perform a decision analysis on the osmolarity value St, and the specific decision analysis steps are as follows:
SS1: obtaining a penetration vision value St;
and SS2: when St < X2, a signal with good performance is generated;
when X2 is less than or equal to St and less than or equal to X3, generating a performance general signal; when St > X2, a performance poor signal is generated; x2 and X3 are preset values.
5. The concrete impermeability test method of claim 4, wherein the processor is configured to drive the display unit to display "current permeance value is St, impermeability is good" when the processor generates a good performance signal;
the processor is used for driving the display unit to display that the current osmoscope value is St and the anti-permeability performance is common when the processor generates a performance common signal;
the processor is used for driving the display unit to display that the current osmotic vision value is St and the impermeability performance is poor when the performance difference signal is generated.
6. The concrete impermeability test method for hydraulic engineering quality inspection according to claim 4, wherein the management unit is configured to enter all preset values X1, X2, X3, T1, T2, and T3;
the processor is used for stamping the osmoscope value St and transmitting the osmoscope value St to the storage unit for real-time storage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010382871.XA CN111504879B (en) | 2020-05-08 | 2020-05-08 | Concrete impermeability test method for hydraulic engineering quality detection |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010382871.XA CN111504879B (en) | 2020-05-08 | 2020-05-08 | Concrete impermeability test method for hydraulic engineering quality detection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111504879A CN111504879A (en) | 2020-08-07 |
| CN111504879B true CN111504879B (en) | 2022-11-11 |
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