CN219870900U - Concrete anti chloride ion permeation test auxiliary device - Google Patents
Concrete anti chloride ion permeation test auxiliary device Download PDFInfo
- Publication number
- CN219870900U CN219870900U CN202320678481.6U CN202320678481U CN219870900U CN 219870900 U CN219870900 U CN 219870900U CN 202320678481 U CN202320678481 U CN 202320678481U CN 219870900 U CN219870900 U CN 219870900U
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- CN
- China
- Prior art keywords
- chloride ion
- auxiliary device
- concrete anti
- vertical plate
- test
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Links
- 238000012360 testing method Methods 0.000 title claims abstract description 66
- VEXZGXHMUGYJMC-UHFFFAOYSA-M Chloride anion Chemical compound [Cl-] VEXZGXHMUGYJMC-UHFFFAOYSA-M 0.000 title claims description 12
- 230000035515 penetration Effects 0.000 claims abstract description 20
- 239000012780 transparent material Substances 0.000 claims description 4
- 238000011161 development Methods 0.000 abstract description 6
- 238000001514 detection method Methods 0.000 abstract description 3
- 101710134784 Agnoprotein Proteins 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000013508 migration Methods 0.000 description 4
- 230000005012 migration Effects 0.000 description 4
- 230000008859 change Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005507 spraying Methods 0.000 description 2
- 239000008399 tap water Substances 0.000 description 2
- 235000020679 tap water Nutrition 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000007716 flux method Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Classifications
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
The utility model provides an auxiliary device for a concrete anti-chloride ion penetration test, which is characterized in that 9 bisectors extending vertically are arranged on a vertical plate, and the 9 bisectors are used for bisecting an area in the vertical plate corresponding to the diameter section of a cylinder test piece, so that the diameter section of the cylinder test piece is rapidly and equally divided by 10, and a penetration contour line is conveniently and rapidly drawn by a waterproof pen; in addition, the distance between the color development dividing line and the bottom surface of the test piece is rapidly measured through the length scale arranged on the dividing line, so that the color development indicator penetration height of the concrete anti-chloride ion penetration test is accurately and rapidly divided into equal parts and measured, the test speed is greatly improved, and the accuracy of the test detection result is ensured; in addition, set up the handle on the horizontal plate, conveniently carry the operation, improve experimental efficiency.
Description
Technical Field
The utility model belongs to the technical field of concrete detection, and particularly relates to an auxiliary device for a concrete anti-chloride ion penetration test.
Background
According to the standard of the test method for the long-term performance and the durability of common concrete (GB/T50082-2009), the concrete anti-chloride ion permeation test can be measured by adopting a rapid chloride ion migration coefficient method (or RCM method) or an electric flux method. The rapid chloride ion migration coefficient method (or RCM method) is used for determining the migration coefficient of the unsteady migration of chloride ions in concrete to determine the chloride ion permeation resistance of the concrete, and a cylindrical test piece with the diameter of 100+/-1 mm and the height of 50+/-2 mm is used as the test piece.
When the electromigration test is finished, the power supply is turned off in time, the test piece is taken out of the rubber sleeve, the surface of the test piece is immediately washed clean by tap water, and then the superfluous water on the surface of the test piece is wiped off. Splitting a test piece into two semi-cylinders along the axial direction on a pressure testing machine, and immediately spraying AgNO with the concentration of 0.1mol/L on the section of the split test piece 3 A solution color indicator. After the indicator was sprayed for about 15 minutes, the test piece was divided into 10 equal parts along its diametric section and a penetration profile was drawn using a water-resistant pen. Then, according to the observed obvious color change, the distance between the color development boundary and the bottom surface of the test piece is measured to be accurate to 0.1mm.
When a certain measuring point is blocked by the aggregate, the position of the measuring point can be moved to a position which is not blocked by the aggregate recently for measurement, and when the data of the certain measuring point cannot be obtained, the measuring point can be ignored as long as the total number of the measuring points is more than 5. When a certain measuring point has a significant defect, the measuring point is far larger than the average value of each measuring point, the measuring point data can be ignored, but the situation is noted in test records and reports.
At present, the concrete anti-chloride ion penetration test is used for measuring AgNO 3 When the penetration height of the solution color indicator is measured, the equal part and the height of the solution color indicator are measured by adopting a manual ruler, so that the time required is long, the working efficiency is low, the equal part and the height are not accurately measured, and the accuracy of the test result is further affected.
Disclosure of Invention
The utility model aims to provide an auxiliary device for a concrete anti-chloride ion permeation test, which can accurately and quickly test AgNO for the concrete anti-chloride ion permeation test 3 The penetration height of the solution color indicator was measured in equal aliquots and height.
For this purpose, the above object of the present utility model is achieved by the following technical solutions:
an auxiliary device for a concrete chloride ion permeation resistance test comprises a horizontal plate and a vertical plate perpendicular to the horizontal plate;
the vertical plates are made of transparent materials;
the vertical plate is provided with 9 bisectors extending vertically, and each bisector is provided with a length scale;
the 9 bisectors bisect the vertical inboard region corresponding to the diameter section of the cylindrical test piece.
The utility model can also adopt or combine the following technical proposal when adopting the technical proposal:
as a preferred technical scheme of the utility model: the horizontal plate is a semicircular horizontal plate, and the straight edge of the semicircular horizontal plate is connected with the vertical plate.
As a preferred technical scheme of the utility model: the horizontal plate is provided with a handle.
As a preferred technical scheme of the utility model: the vertical plate is rectangular, and the vertical side length of the rectangular vertical plate is consistent with the height of the cylinder test piece.
As a preferred technical scheme of the utility model: the length of the bisector is slightly smaller than the vertical side length of the vertical plate.
As a preferred technical scheme of the utility model: the length scale is set to be 0 scale at the non-connecting end of the vertical plate.
As a preferred technical scheme of the utility model: the horizontal plate is made of transparent materials.
The utility model provides an auxiliary device for a concrete anti-chloride ion penetration test, which is characterized in that 9 bisectors extending vertically are arranged on a vertical plate, and the 9 bisectors are used for bisecting an area in the vertical plate corresponding to the diameter section of a cylinder test piece, so that the diameter section of the cylinder test piece is rapidly and equally divided by 10, and a penetration contour line is conveniently and rapidly drawn by a waterproof pen; in addition, the distance between the color development dividing line and the bottom surface of the test piece is rapidly measured through the length scale arranged on the dividing line, so that the color development indicator penetration height of the concrete anti-chloride ion penetration test is accurately and rapidly divided into equal parts and measured, the test speed is greatly improved, and the accuracy of the test detection result is ensured; in addition, set up the handle on the horizontal plate, conveniently carry the operation, improve experimental efficiency.
Drawings
FIG. 1 is a schematic representation of an auxiliary device for a concrete anti-chloride ion penetration test provided by the utility model.
Detailed Description
The utility model will be described in further detail with reference to the drawings and specific embodiments.
As shown in figure 1, the auxiliary device for the concrete chloride ion permeation resistance test comprises a horizontal plate 1, a vertical plate 2, a bisector 3, a length scale 4 and a handle 5;
wherein the horizontal plate 1 is semicircular, and the diameter of the horizontal plate is equal to that of a test piece; the horizontal plate 1 has a diameter of 100mm and a thickness of 2mm.
The vertical plate 2 is rectangular, the length of the vertical plate is consistent with the diameter of the horizontal plate 1, and the width of the vertical plate is consistent with the height of a test piece; the vertical plate 2 has a length of 100mm, a width of 50mm and a thickness of 2mm.
The straight edge of the horizontal plate 1 is vertically connected with the long edge of the vertical plate 2.
The vertical plate 2 is provided with equal parts of bisectors 3 perpendicular to the long sides, the length of each bisector 3 is slightly smaller than the height of the vertical plate 2, nine bisectors 3 are provided, and the gap width of each bisector is 1mm. The length scale 4 is arranged beside the bisector 3, the length of the length scale 4 is consistent with the length of the bisector 3, and the other end scale of the length scale 4 connected with the horizontal plate 1 at the vertical plate 2 is 0.
The handle 5 is arranged in the middle of the horizontal plate 1.
The horizontal plate 1 and the vertical plate 2 are made of transparent organic glass or plastic.
The dimensions of the horizontal plate 1 and the vertical plate 2 are matched with those of the test piece.
Specifically, the auxiliary device for the concrete chloride ion permeation resistance test is implemented in the following manner:
when the electromigration test is finished, the power supply is turned off in time, the test piece is taken out of the rubber sleeve, the surface of the test piece is immediately washed clean by tap water, and then the superfluous water on the surface of the test piece is wiped off. Splitting a test piece into two semi-cylinders along the axial direction on a pressure testing machine, and immediately spraying AgNO with the concentration of 0.1mol/L on the section of the split test piece 3 A solution color indicator. After the indicator is sprayed for about 15min, the split half of the split surface of the test piece is vertically placed on a workbench towards a detector, a handle 1 is lifted, a horizontal plate 1 is sleeved on the straight surface of the test piece, a vertical plate 2 is abutted against the split surface of the test piece, an observed obvious color change point is drawn on a bisector 3 by a waterproof pen, and the distance from the color development demarcation point to the bottom surface of the test piece is measured and read from a length scale 4 to be accurate to 0.1mm. Lifting the handle 5 to remove the auxiliary device for the concrete chloride ion permeation resistance test, and drawing a permeation contour line according to the color change points marked by the bisector 3.
The above detailed description is intended to illustrate the present utility model by way of example only and not to limit the utility model to the particular embodiments disclosed, but to limit the utility model to the precise embodiments disclosed, and any modifications, equivalents, improvements, etc. that fall within the spirit and scope of the utility model as defined by the appended claims.
Claims (7)
1. The utility model provides a concrete anti chloride ion permeation test auxiliary device which characterized in that: the auxiliary device for the concrete chloride ion permeation resistance test comprises a horizontal plate and a vertical plate perpendicular to the horizontal plate;
the vertical plates are made of transparent materials;
the vertical plate is provided with 9 bisectors extending vertically, and each bisector is provided with a length scale;
the 9 bisectors bisect the vertical inboard region corresponding to the diameter section of the cylindrical test piece.
2. The concrete anti-chloride ion penetration test auxiliary device according to claim 1, wherein: the horizontal plate is a semicircular horizontal plate, and the straight edge of the semicircular horizontal plate is connected with the vertical plate.
3. The concrete anti-chloride ion penetration test auxiliary device according to claim 1 or 2, wherein: the horizontal plate is provided with a handle.
4. The concrete anti-chloride ion penetration test auxiliary device according to claim 1, wherein: the vertical plate is rectangular, and the vertical side length of the rectangular vertical plate is consistent with the height of the cylindrical test piece.
5. The concrete anti-chloride ion penetration test auxiliary device according to claim 1, wherein: the length of the bisector is slightly smaller than the vertical side length of the vertical plate.
6. The concrete anti-chloride ion penetration test auxiliary device according to claim 1, wherein: the length scale is set to be 0 scale at the non-connecting end of the vertical plate.
7. The concrete anti-chloride ion penetration test auxiliary device according to claim 1, wherein: the horizontal plate is made of transparent materials.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320678481.6U CN219870900U (en) | 2023-03-31 | 2023-03-31 | Concrete anti chloride ion permeation test auxiliary device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320678481.6U CN219870900U (en) | 2023-03-31 | 2023-03-31 | Concrete anti chloride ion permeation test auxiliary device |
Publications (1)
Publication Number | Publication Date |
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CN219870900U true CN219870900U (en) | 2023-10-20 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202320678481.6U Active CN219870900U (en) | 2023-03-31 | 2023-03-31 | Concrete anti chloride ion permeation test auxiliary device |
Country Status (1)
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CN (1) | CN219870900U (en) |
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2023
- 2023-03-31 CN CN202320678481.6U patent/CN219870900U/en active Active
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