Method for improving quality of fly ash concrete blending material
A technology for fly ash and admixtures, applied in sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the problem of not improving the quality and product grade of fly ash, not mentioning the water demand ratio, burning Loss of volume and other problems, to achieve the effect of improving the use value, good economic benefits, and improving performance
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Embodiment 1
[0011] The original fly ash has the main performance indicators shown in Table 1.
[0012] The original state fly ash main performance index in the embodiment 1 of table 1
[0013] level
wait
Fineness (0.045mm square hole sieve) (%)
73
Water demand ratio (%)
135
Loss on ignition (%)
7
Moisture content (%)
0.8
[0014] sulphur trioxide(%)
2.5
28-day compressive strength ratio (%)
58
[0015] By weight percentage, 64.5% of the above-mentioned extra-grade fly ash is mixed with 20% blast furnace water quenching slag and 15% magnetite quartzite iron ore tailings and 0.5% melamine formaldehyde resin sodium sulfonate to 0.045mm square The remaining 6% of the hole sieve is used to obtain the improved fly ash concrete admixture, and its main performance indicators are shown in Table 2.
[0016] Main indicators of the improved fly ash concrete admixture in Table 2 Example 1
[...
Embodiment 2
[0022] The original fly ash has the main performance indicators shown in Table 4.
[0023] Main performance index of original state fly ash in table 4 embodiment 2
[0024] level
[0025] By weight percentage, 50.4% of the above-mentioned extra-grade fly ash is mixed with 30% blast furnace water quenching slag and 19% magnetite quartzite iron ore tailings and 0.6% melamine formaldehyde resin sodium sulfonate to 0.045mm square If the remaining 11% is sieved by the hole sieve, the improved fly ash concrete admixture is obtained, and its main performance indicators are shown in Table 5.
[0026] Main indicators of the improved fly ash concrete admixture in Table 5 Example 2
[0027] level
[0028] Table 6 shows the performance comparison results of the concrete prepared with the improved fly ash and original fly ash in the above-mentioned Example 2 and the reference concrete without fly ash.
[0029] Table 6 uses the improved fly ash in embodiment 2 and the ...
Embodiment 3
[0033] The original fly ash has the main performance indicators shown in Table 7.
[0034] Main performance index of original state fly ash in table 7 embodiment 3
[0035] level
wait
Fineness (0.045mm square hole sieve) (%)
53
Water demand ratio (%)
125
Loss on ignition (%)
5
Moisture content (%)
0.8
sulphur trioxide(%)
2.8
28-day compressive strength ratio (%)
55
[0036] 84.6% of the above-mentioned extra-grade fly ash is mixed with the tailings of 10% blast furnace water-quenched slag and 5% quartzite and 0.4% melamine formaldehyde resin sodium sulfonate to 0.045mm square hole sieve by weight percentage. %, the improved fly ash concrete admixture is obtained, and its main performance indicators are shown in Table 8.
[0037] Main indicators of the improved fly ash concrete admixture in Table 8 Example 3
[0038] level
Class I
Fineness (0.045mm square hol...
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