Solid waste asphalt mixture for concrete pavement and preparation method thereof
A technology for waste asphalt mixture and concrete pavement, applied in solid waste management, sustainable waste treatment, climate sustainability, etc., can solve problems such as potential safety hazards, achieve rich edges and corners, meet road performance, and improve adhesion sexual effect
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Embodiment 1
[0022] A solid waste asphalt mixture for concrete pavement, comprising the following raw materials in parts by weight: 4 parts of natural sand, 9 parts of machine-made sand, 27 parts of iron tailings, 52.5 parts of asbestos tailings, 22.5 parts of basalt aggregates, 6 parts of asphalt, 0.4 parts of asphalt modifier, 5 parts of modified desulfurization ash, and 3 parts of iron tailings.
[0023] The asphalt modifier is siliceous acid leaching residue after extracting magnesium oxide, calcium oxide and iron oxide from asbestos tailings.
[0024] The asbestos tailings as a coarse aggregate are composed of particles with the following gradation particle size and the following weight ratio: 2.36-4.7mm: 4.7-9.5mm: 9.5-19mm=10:30:30.
[0025] The natural sand, machine-made sand and iron tailings are used as fine aggregates, and the particle diameters are all less than 2.36mm.
[0026] Said a kind of preparation method of solid waste asphalt mixture for concrete pavement comprises th...
Embodiment 2
[0038] The difference between this example and Example 1 lies in the different content of raw materials for preparing a solid waste asphalt mixture for concrete pavement, and the different content of asbestos tailings in different particle sizes.
[0039] A solid waste asphalt mixture for concrete pavement in this embodiment includes the following raw materials in parts by weight: 9 parts of natural sand, 4 parts of machine-made sand, 12 parts of iron tailings, 38.5 parts of asbestos tailings, 16.5 parts of basalt aggregate, 4 parts of asphalt 0.2 parts of asphalt modifier, 3 parts of modified desulfurization ash, and 2 parts of iron tailings.
[0040] The asbestos tailings described in this embodiment are composed of particles with the following gradation particle sizes in the following weight ratio: 2.36-4.7mm: 4.7-9.5mm: 9.5-19mm = 20:20:20.
[0041] All the other are with embodiment 1.
Embodiment 3
[0043] The difference between this example and Example 1 lies in the different content of raw materials for preparing a solid waste asphalt mixture for concrete pavement, and the different content of asbestos tailings in different particle sizes.
[0044]A solid waste asphalt mixture for concrete pavement in this embodiment includes the following raw materials in parts by weight: 6 parts of natural sand, 6 parts of machine-made sand, 23 parts of iron tailings, 45 parts of asbestos tailings, 19 parts of basalt aggregate, asphalt 5 parts, 0.3 parts of asphalt modifier, 4 parts of modified desulfurization ash, 2 parts of iron tailings.
[0045] The asbestos tailings are composed of particles with the following gradation particle sizes and the following weight ratio: 2.36-4.7mm: 4.7mm-9.5mm: 9.5-19mm = 15:25:25.
[0046] All the other are with embodiment 1.
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