Geo-polymer recycled concrete and preparation method thereof
A technology of geopolymer and recycled concrete, applied in the field of construction, to achieve the effect of reducing production energy consumption and resource consumption, reducing mining and protecting the environment
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Embodiment 1
[0048] Embodiment 1: Geopolymer recycled concrete is prepared by the following weight ratio: recycled coarse aggregate 100, recycled fine aggregate 40, fly ash 10, slag powder 10, water 10, sodium silicate 0.8, sodium hydroxide 2.8 , naphthalenesulfonate formaldehyde condensate 0.06, calcium sucrose 0.01. The prepared geopolymer recycled concrete has a slump of 13cm, an initial setting time of 6h25min, a final setting time of 7h40min, a 3d compressive strength of 22.5MPa after hardening, a 28d compressive strength of 31.2MPa, and an impermeability grade of P12. After soaking in 5% HCl for 3 months, the strength loss rate is 12%, and the thermal conductivity is 2.3W / m·K.
Embodiment 2
[0049]Embodiment 2: Geopolymer recycled concrete is prepared according to the following weight ratio: recycled coarse aggregate 100, recycled fine aggregate 80, fly ash 35, slag powder 40, water 18, sodium silicate 2.5, sodium hydroxide 2.8 , naphthalenesulfonate formaldehyde condensate 0.15, calcium sucrose 0.04. The prepared geopolymer recycled concrete has a slump of 24cm, an initial setting time of 8h05min, a final setting time of 11h10min, a 3d compressive strength of 53.5MPa after hardening, a 28d compressive strength of 68.6MPa, and an impermeability grade of P18. After soaking in 5% HCl for 3 months, the strength loss rate is 0.2%, and the thermal conductivity is 2.4W / m·K.
Embodiment 3
[0050] Embodiment 3: Geopolymer recycled concrete is prepared according to the following weight ratio: recycled coarse aggregate 100, recycled fine aggregate 70, fly ash 25, slag powder 20, water 16, sodium silicate 1.7, sodium hydroxide 0.8 , naphthalenesulfonate formaldehyde condensate 0.09, calcium sucrose 0.02. The prepared geopolymer recycled concrete has a slump of 19cm, an initial setting time of 7h25min, a final setting time of 9h35min, a 3d compressive strength of 47.2MPa after hardening, a 28d compressive strength of 56.0MPa, and an impermeability grade of P17. After soaking in 5% HCl for 3 months, the strength loss rate is 2.3%, and the thermal conductivity is 2.3W / m·K.
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