Low-shrinkage anti-carbonization steel slag geopolymer concrete
A geopolymer and anti-carbonization technology, applied in the field of materials, can solve the problems of inability to guarantee strength, high energy consumption, complex manufacturing process, etc., and achieve the effects of less micro-cracks, reduced initial setting time, and fewer holes.
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[0025] A kind of preparation method of low-shrinkage, anti-carbonation steel slag geopolymer concrete concrete steps are as follows:
[0026] (1) Add fly ash, mineral powder and kaolin as required and dry mix for 5 minutes;
[0027] (2) Continue to stir for 15 minutes, and gradually add alkaline activator and free water;
[0028] (3) In order to prevent rapid coagulation, steel slag fine aggregate and steel slag coarse aggregate are finally added, stirred for 5 minutes until uniform and flowing well, and poured into the test piece after stirring to make geopolymer concrete;
[0029](4) Seal the geopolymer concrete specimen after pouring for 1 hour, and store it in an oven at 75°C for 18 hours. 50% of the curing in the control room.
Embodiment 1
[0031] Its mixing ratio of described concrete is that fly ash is 271.6kg / m 3 , ore powder is 38.8kg / m 3 , sodium hydroxide solution is 55.3kg / m 3 , sodium silicate solution is 138.7kg / m 3 , steel slag coarse aggregate is 1240kg / m 3 , steel slag fine aggregate is 619.5kg / m 3 , kaolin is 83.7kg / m 3 , free water 13.3kg / m 3 .
Embodiment 2
[0033] Its mixing ratio of described concrete is that fly ash is 271.6kg / m 3 , ore powder is 38.8kg / m 3 , sodium hydroxide solution is 55.3kg / m 3 , sodium silicate solution is 138.7kg / m 3 , steel slag coarse aggregate is 1590kg / m 3 , steel slag fine aggregate is 619.5kg / m 3 , kaolin is 83.7kg / m 3 , free water 13.3kg / m 3 .
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