High-doping-amount fly ash concrete road surface material and preparation method thereof
A technology for concrete pavement and fly ash, which is applied in sustainable waste treatment, solid waste management, climate sustainability, etc., can solve the lack of, no formation of high-volume fly ash concrete mix ratio design method, and backward application technology and other problems, to achieve the effect of improving the early and late stages, solving the problem of pavement cracking, and improving durability
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example 1
[0020] If the accumulative times of the standard axle load in the design reference period of a certain expressway is 1 million times, then the concrete surface layer can adopt the novel high-volume fly ash concrete material of the present invention. The design index requirements are: flexural strength 5.0MPa, compressive strength above 35MPa, air content 5±1%, water-binder ratio 0.32~0.4; slump 30~50mm. For this reason, the material ratio scheme of high-volume fly ash concrete is proposed as cement: fly ash: water: medium sand: gravel: composite admixture = 192:192:139:587:1307:6.53 (mass ratio). The design parameters of the mix ratio are respectively, the fly ash content is 50%, the water-binder ratio is 0.36, and the sand rate is 31%. Among them, ordinary Portland 42.5 grade cement, Grade fly ash, Wenshui sand, Wenshui limestone gravel, composite admixture.
example 2
[0022] If the accumulative times of the standard axle load in the design reference period of a certain expressway is 3 million times, then the concrete surface layer can adopt the novel high-volume fly ash concrete material of the present invention. The design index requirements are: flexural strength 5.0MPa, compressive strength above 35MPa, air content 5±1%, water-binder ratio 0.32~0.4; slump 30~50mm. For this reason, the material ratio scheme of high-volume fly ash concrete is proposed as cement: fly ash: water: medium sand: gravel: composite admixture = 192:192:139:587:1307:6.53 (mass ratio). The design parameters of the mix ratio are respectively, the fly ash content is 50%, the water-binder ratio is 0.36, and the sand rate is 31%. Among them, ordinary Portland 42.5 grade cement, Grade fly ash, Wenshui sand, Wenshui limestone gravel, composite admixture.
example 3
[0024] If the accumulative number of standard axle load actions within the design reference period of a certain expressway is 6 million times, then the concrete surface layer can adopt the novel high-volume fly ash concrete material of the present invention. The design index requirements are: flexural strength 5.0MPa, compressive strength above 35MPa, air content 5±1%, water-binder ratio 0.32~0.4; slump 30~50mm. For this reason, the material ratio scheme of high-volume fly ash concrete is proposed as cement: fly ash: water: medium sand: gravel: composite admixture = 192:192:139:587:1307:6.53 (mass ratio). The design parameters of the mix ratio are respectively, the fly ash content is 50%, the water-binder ratio is 0.36, and the sand rate is 31%. Among them, ordinary Portland 42.5 grade cement, Grade fly ash, Wenshui sand, Wenshui limestone gravel, composite admixture.
[0025] In the preparation method of the high-volume fly ash concrete pavement material implemented in Exa...
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