CN212134698U - Steel slag asphalt mixture volume expansion tester - Google Patents
Steel slag asphalt mixture volume expansion tester Download PDFInfo
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- CN212134698U CN212134698U CN202020341254.0U CN202020341254U CN212134698U CN 212134698 U CN212134698 U CN 212134698U CN 202020341254 U CN202020341254 U CN 202020341254U CN 212134698 U CN212134698 U CN 212134698U
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- volume expansion
- mould
- steel slag
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- 239000002893 slag Substances 0.000 title claims abstract description 58
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 239000010426 asphalt Substances 0.000 title claims abstract description 44
- 239000000203 mixture Substances 0.000 title claims abstract description 42
- 238000012360 testing method Methods 0.000 claims abstract description 47
- 238000009434 installation Methods 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 238000013461 design Methods 0.000 abstract description 7
- 238000011156 evaluation Methods 0.000 abstract description 6
- 238000010998 test method Methods 0.000 abstract description 4
- 238000002474 experimental method Methods 0.000 abstract description 2
- 238000012795 verification Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000002440 industrial waste Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model relates to the technical field of asphalt mixture testing, in particular to a steel slag asphalt mixture volume expansion tester; the tester has placed the test piece including trying the mould in trying the mould, tries mould demountable installation on the base, its characterized in that: a dial indicator is arranged on the outer wall of the test mould, a dial indicator is arranged on the test mould through the dial indicator, a measuring plate is placed on the test mould, and the side plate is connected with the dial indicator through an ejector rod; utilize the utility model discloses a slag bituminous mixture volume expansion tester carries out a large amount of experiments, confirms test method and test condition, proposes the evaluation index Cv that can fully reflect the vertical volume expansion of slag bituminous mixture for guide slag bituminous mixture design and performance verification.
Description
Technical Field
The utility model relates to a bituminous mixture's test technical field, concretely relates to slag bituminous mixture volume expansion tester.
Background
The road surface is one or more layers of road structure layers which are paved on the top surface of a roadbed by using road building materials and are used for vehicles to directly run on the surface of the roadbed, and the road structure layers have the functions of bearing vehicle load, resisting wheel abrasion and keeping the road surface smooth. Therefore, the road surface is required to have sufficient strength, high stability, a certain flatness, and appropriate skid resistance. Therefore, the stability of the material for road surface must be evaluated, and the volume stability of the steel slag should be evaluated when the steel slag is used as a porous industrial waste slag material in the highway industry, so that the current method for evaluating the volume expansibility of the steel slag has the following problems:
(1) too large surface for evaluating volume expansion index
After the construction of the road surface is completed, the road surface is bound on the periphery and the bottom surface is bound by the roadbed in the operation process, and the expansion direction is only upwards expanded, so that the expansion of the asphalt mixture needs to be evaluated by simulating the generation direction of the volume expansion of the road surface in the operation process of the road.
(2) More subjective factors are evaluated
The traditional evaluation method has more subjective factors, and after the Marshall test piece is finished, the influence of the edge angle of the aggregate is possible, so that the vernier caliper is greatly influenced by people during testing. Therefore, it is necessary to find a method for minimizing the evaluation error caused by subjective causes.
In summary, in the research of the volume expansibility of the steel slag asphalt mixture, it is necessary to find an objective and reasonable method for evaluating the volume expansibility of the steel slag asphalt mixture. Thereby changing industrial waste into valuables and having better economic, social and environmental benefits.
SUMMERY OF THE UTILITY MODEL
To the problems existing in the prior art, the utility model aims to provide a slag asphalt mixture volume expansion tester. To the bituminous mixture volume expansibility who mixes the slag, on theoretical analysis and relevant research's basis, utilize the utility model discloses a slag bituminous mixture volume expansibility tester carries out a large amount of experiments, confirms test method and test condition, proposes the evaluation index Cv that can fully reflect the vertical volume expansibility of slag bituminous mixture for guide slag bituminous mixture design and performance verification.
The utility model provides a slag bituminous mixture volume expansion tester, the tester includes tries mould 5, has placed test piece 4 in trying mould 5, tries mould 5 demountable installation on base 9, install table frame 2 on trying mould 5's the outer wall, install percentage table 1 through table frame 2, has placed survey flat board 4 on trying mould 5, is connected through ejector pin 3 between side flat board 4 and the percentage table 1.
The test mould 5 is detachably provided with the watch frame 2 through a first hinged support 7.
The dial indicator 1 is detachably mounted on the meter frame 2 through a second hinged support 8.
The tester is placed in a water bath tank 11, and the temperature in the water bath tank 11 is controlled by a temperature controller 12 on the water bath tank 11.
The water temperature in the water bath tank 11 is kept within the range of 65 +/-0.5 ℃.
All be provided with ear rack 10 on examination mould 5 and the base 9, realize examination mould 5 and the demountable installation of base 9 through ear rack 10 and bolt cooperation.
The utility model has the advantages that: 1. the utility model discloses a direction of development of simulation highway inflation in the operation process, road surface volume expansibility emergence direction promptly evaluates the bituminous mixture expansibility, reaches the purpose of survey slag bituminous mixture expansibility.
2. The utility model is simple in operation, eliminated reading, the human error of slide caliper, etc., the degree of accuracy is high, and data is reliable.
3. The expansion rate index Cv can fully reflect the volume expansion of the steel slag asphalt mixture, has definite physical significance and stable data, has enough parameter sensitivity to the changes of steel slag mixing amount, steel slag type and the like, and can be used for designing and evaluating the performance of the steel slag asphalt mixture.
Drawings
FIG. 1 is a schematic view of the testing state of the present invention;
FIG. 2 is a first schematic diagram of a tester;
FIG. 3 is a schematic diagram of a tester;
FIG. 4 is a comparison of the volume expansion of the AC16 steel slag asphalt mixture with different steel slag particle sizes and different asphalt types;
shown in the figure: the device comprises a dial indicator 1, a meter frame 2, an ejector rod 3, a measuring plate 4, a test mold 5, a test piece 6, a first hinged support 7, a second hinged support 8, a base 9, an ear frame 10, a water bath tank 11 and a temperature controller 12.
Detailed Description
The technical solution of the present invention is further described by the following specific embodiments with reference to the accompanying drawings:
example 1
The utility model aims at providing a slag bituminous mixture volume expansion tester and test method. The tester comprises a dial indicator 1, a meter frame 2, a mandril 3, a measuring plate 4, a test mold 5, a test piece 6, a first hinged support 7, a second hinged support 8, a base 9 and an ear frame 10, and the structural schematic diagrams are shown in fig. 2 and fig. 3.
The specific installation mode is as follows: the test piece 6 is placed to the inside test mould 5 that is used for of drum structure, and the ear frame 10 that all sets up on test mould 5 and the base 9, accessible bolted connection between the corresponding ear frame 10 for demountable installation conveniently places test piece 6 between test mould 5 and the base 9. The watch frame 2 in a right-angle structure is detachably mounted on the outer wall of the test mould 5 through a first hinged support 7. The end of the meter frame 2 is provided with a dial indicator 1 through a second hinged seat 8. A side flat plate 4 is placed on the upper surface of the test piece 6, and an ejector rod 3 is arranged between the side flat plate 4 and the dial indicator 1.
During the test, the whole tester is not placed in the water bath 11, and the temperature of the water in the water bath 11 is adjusted by the temperature controller 12.
The method for testing the volume expansion of the steel slag asphalt mixture comprises the following steps:
step (1), preparation of test pieces, namely mixing 90# asphalt and SBS modified asphalt according to the embodiment of the utility model, wherein the indexes are shown in Table 2; aggregate is broken stone, machine-made sand and steel slag of wine steel produced by the black mountain lake, and the specification is as follows: 15-20mm steel slag, 10-15mm steel slag, 5-10mm steel slag, 3-5mm broken stone and 0-3mm machine-made sand. The indexes are shown in Table 3. The design grading is AC16, the design of steel slag doping with different grain diameters is carried out on AC16, and the influence of asphalt on the expansibility of the steel slag is analyzed by adopting different asphalt types, namely 5-15mm steel slag (90# asphalt), 5-20mm steel slag (90# asphalt) and 5-15mm steel slag (SBS modified asphalt), which are abbreviated as AC16-1, AC16-2 and AC 16-3. The optimum asphalt dosage was determined by Marshall design method with optimum oilstone ratios of 4.5%, 4.6% and 4.5%, respectively. The Marshall cylinder test piece had a standard diameter of 101.6mm and a height of 63.5 mm.
TABLE 190 # base asphalt technical index
TABLE 2 technical indices of SBS modified asphalt
TABLE 3 aggregate specification
TABLE 4 grading design of AC-16 asphalt mixture
Step (2), arranging a test piece: firstly, sealing the formed Marshall test mould and the base by using a sealing material to ensure that water cannot permeate into the Marshall test piece from the base 9 in the test process; then the whole tester is put into a constant temperature 60 ℃ water bath, the water bath is highly soaked through the height of the test mold, and the initial reading L is read1。
And (3) recording the health preservation and expansion of the test piece: and reading and recording the dial indicator every twelve hours, observing whether the data test is normal, timely supplementing water into the water bath box in the whole test process, and preventing percentage disturbance during water supplement. After the test piece is soaked in water for health preserving 72, the final reading L is recorded2。
Step (4), evaluation of expansibility: after the curing is finished, taking out the test piece, cooling to room temperature, observing whether the surface of the test piece has cracks or bulges, and then pressing the formula
Calculating the volume expansion ratio of the test piece, wherein delta v ═ pi R2×(L2-L1) V is the volume of the test piece before soaking and health preserving, and the unit is cm3. The arithmetic mean value of the measured values of the volume expansion rates of 4 test pieces is taken as the test result of the volume expansion rate of the mixture, and the accuracy is up to 0.1 percent
In order to verify the effectiveness of the test method and evaluation parameters, the expansion rates of three different designs of AC 16-graded steel slag asphalt mixtures were tested, as shown in tables 5 and 6, and the expansion properties of different steel slag contents were analyzed by comparison.
TABLE 5 AC16-1 data of volume expansion ratio of steel slag asphalt mixture
TABLE 6 volume expansion ratio of three AC16 steel slag asphalt mixtures
As can be seen from Table 6, the volume expansion rates of the AC 16-grade steel slag asphalt mixtures with three different steel slag particle sizes and different asphalts all meet the specification of specification JTG F40 on the expansion rate of the steel slag asphalt mixtures, namely the volume expansion rate is not more than 1.5%.
The comparison of Table 6 shows that the AC16-2 steel slag asphalt mixture has the largest volume expansibility, namely, the steel slag with the size of 5-20mm and the asphalt with the size of 90# form AC16 gradation, the next time is AC16-1, namely, the steel slag with the size of 5-15mm and the asphalt with the size of 90# form AC16, and the smallest expansion is the steel slag with the size of 5-15mm and the SBS modified asphalt form AC 16. Therefore, it is understood that the larger the particle size and the larger the specific gravity of the steel slag-containing asphalt mixture, the larger the volume expansibility of the steel slag-containing asphalt mixture. Meanwhile, the volume expansion of the steel slag asphalt mixture adopting the modified asphalt is smaller than that of the matrix asphalt, which shows that the modified asphalt has high viscosity and good water stability, and can inhibit the expansibility of steel slag to a certain extent.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. The utility model provides a slag bituminous mixture volume expansion tester, the tester has placed the test piece including trying the mould in trying the mould, tries mould demountable installation on the base, its characterized in that: the outer wall of the test mold is provided with a meter frame, the dial indicator is arranged through the meter frame, the test mold is provided with a measuring plate, and the side plate is connected with the dial indicator through an ejector rod.
2. The steel slag asphalt mixture volume expansion tester as claimed in claim 1, wherein: the test die is detachably provided with a meter stand through a first hinged support.
3. The steel slag asphalt mixture volume expansion tester as claimed in claim 1, wherein: the dial indicator is detachably mounted on the meter frame through the second hinged support.
4. The steel slag asphalt mixture volume expansion tester as claimed in claim 1, wherein: the tester is placed in the water bath box, and the temperature in the water bath box is controlled by the temperature controller on the water bath box.
5. The steel slag asphalt mixture volume expansion tester as claimed in claim 4, wherein: the water temperature in the water bath tank is kept within the range of 65 +/-0.5 ℃.
6. The steel slag asphalt mixture volume expansion tester as claimed in claim 1, wherein: all be provided with the ear frame on examination mould and the base, realize the demountable installation of examination mould and base through ear frame and bolt cooperation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020341254.0U CN212134698U (en) | 2020-03-19 | 2020-03-19 | Steel slag asphalt mixture volume expansion tester |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020341254.0U CN212134698U (en) | 2020-03-19 | 2020-03-19 | Steel slag asphalt mixture volume expansion tester |
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| CN212134698U true CN212134698U (en) | 2020-12-11 |
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| CN202020341254.0U Expired - Fee Related CN212134698U (en) | 2020-03-19 | 2020-03-19 | Steel slag asphalt mixture volume expansion tester |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111443190A (en) * | 2020-03-19 | 2020-07-24 | 甘肃省交通规划勘察设计院股份有限公司 | Steel slag asphalt mixture volume expansion tester and test method |
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2020
- 2020-03-19 CN CN202020341254.0U patent/CN212134698U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111443190A (en) * | 2020-03-19 | 2020-07-24 | 甘肃省交通规划勘察设计院股份有限公司 | Steel slag asphalt mixture volume expansion tester and test method |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201211 |
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| CF01 | Termination of patent right due to non-payment of annual fee |