High-silicon iron tailing multi-element solid waste activated concrete and preparation method thereof
A technology for iron tailings and concrete, which is applied in the field of solid waste recycling, can solve problems such as ecological damage and environmental pollution, and achieve the effect of saving costs and reducing cement consumption.
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Embodiment 1
[0054] High-silicon type iron tailings multi-component solid waste activated concrete, its raw materials include P·O42.5 ordinary portland cement 380 kg / m 3 , F class I class fly ash 40 kg / m 3 , Modified high-silicon type ultra-fine iron tailings 30 kg / m 3 , 5 ~ 20mm continuously graded tailings waste rock 945kg / m 3 , tailings fine sand 875 kg / m 3 , water 165 kg / m 3 , Admixtures (including polycarboxylate high-performance water reducer, cellulose ether and dextrin; of which: polycarboxylate high-performance water reducer 5 kg / m 3 , cellulose ether accounts for 1.5‰ of the mass of the superplasticizer, and dextrin accounts for 1.5% of the mass of the superplasticizer). The 7-day compressive strength of the target product high-silicon type iron tailings multi-component solid waste activated concrete is 36.1MPa, and the 28-day compressive strength is 41.7MPa. The 56-day chloride ion diffusion coefficient is 2.3×10 -12 m 2 / s, 56-day chloride ion flux 1840C, cylindrical spl...
Embodiment 2
[0064] Mixing ratio: cement 360 kg / m 3 ; fly ash 30 kg / m 3 ;Modified high-silicon type ultra-fine iron tailings 30 kg / m 3 ;5-20mm continuously graded tailings waste rock 930 kg / m 3 ; tailings fine sand 930 kg / m 3 ;Water 160kg / m 3 ;Admixture (of which polycarboxylate superplasticizer 7.5 kg / m 3 ). The 7-day compressive strength is 35.4MPa, and the 28-day compressive strength is 38.6MPa. The 56-day chloride ion diffusion coefficient is 2.7×10 -12 m 2 / s, 56-day chloride ion flux of 1890C, cylindrical splitting tensile strength of 2.9 MPa, porosity of 21%, elastic modulus of 24, water absorption of 6%, freeze-thaw resistance of 19%, and air content of 5%.
[0065] The preparation method is the same as in Example 1.
Embodiment 3
[0067] Mixing ratio: cement 380 kg / m 3 ; Fly ash 40 kg / m 3 ;Modified high-silicon type ultra-fine iron tailings 30 kg / m 3;5-20mm continuously graded tailings waste rock 930 kg / m 3 ; tailings fine sand 890 kg / m 3 ; Water 165kg / m 3 ;Admixture (including polycarboxylate high-performance water reducer 4.6 kg / m 3 ; Cellulose ether accounts for 1.5‰ of the water reducing agent; dextrin accounts for 1.5% of the water reducing agent). The 7-day compressive strength is 34.2MPa, and the 28-day compressive strength is 37.9MPa. The 56-day chloride ion diffusion coefficient is 2.9×10 -12 m 2 / s, 56-day chloride ion flux of 1930C, cylindrical splitting tensile strength of 2.8 MPa, porosity of 22%, elastic modulus of 23, water absorption of 7%, freeze-thaw resistance of 18%, and air content of 6%.
[0068] The preparation method is the same as in Example 1.
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