A modified arsenic sandstone unburned brick
A technology of arsenic sandstone and non-burning bricks, which is applied in the field of modified arsenic sandstone non-burning bricks, which can solve the problems of low diagenetic degree of arsenic sandstone, difficulty in maintaining integrity, and aggravated water collapsibility, so as to achieve low price and promote a virtuous circle , Good frost resistance
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Embodiment 1
[0024] The raw materials were prepared according to the following mass percentages: 70% of arsenic sandstone, 15% of diagenetic admixture (mineral powder) with pozzolanic activity or potential hydraulicity, 5% of general-purpose Portland cement with grade 32.5, diagenetic agent (hydrogen Sodium oxide) 2%, water 8%, firstly mix the arsenic sandstone, mineral powder and general-purpose portland cement with a mixer for 5 minutes in advance, after the water and sodium hydroxide are completely dissolved, add them to the solid, stir slowly for 3 minutes, quickly Stir for 2 minutes. After pressure molding, demould, natural curing, test its water resistance coefficient and compressive flexural strength. Experimental results: the water resistance coefficient is 0.72, the compressive strength is 15MPa, and the flexural strength is 1.5MPa.
Embodiment 2
[0026] The raw materials were prepared according to the following mass percentages: 70% of arsenic sandstone, 15% of diagenetic admixture (silica fume) with pozzolanic activity or potential hydraulicity, 5% of general Portland cement with grade 32.5, diagenetic agent (hydrogen Sodium oxide) 2%, water 8%, firstly mix the arsenic sandstone, mineral powder and general-purpose portland cement with a mixer for 5 minutes in advance, after the water and sodium hydroxide are completely dissolved, add them to the solid, stir slowly for 3 minutes, quickly Stir for 2 minutes. After pressure molding, demould, after curing for 28 days at a relative humidity of 95% and a temperature of 20 degrees, measure its water resistance coefficient and compressive and flexural strength. Experimental results: the water resistance coefficient is 0.71, the compressive strength is 16MPa, and the flexural strength is 2MPa.
Embodiment 3
[0028] The raw materials were prepared according to the following mass percentage ratios: 45% of arsenic sandstone, 26% of diagenetic admixture (mineral powder) with pozzolanic activity or potential hydraulicity, 15% of general-purpose Portland cement with grade 42.5, diagenetic agent (hydrogen Sodium oxide 3%, water glass 3%), water 8%, first mix the sandstone, mineral powder and general-purpose Portland cement with a mixer for 5 minutes in advance, and add the water and sodium hydroxide to the solid after completely dissolving, slowly Stir for 3 minutes, fast for 2 minutes. After pressure molding, demould, after curing for 28 days at a relative humidity of 95% and a temperature of 20 degrees, measure its water resistance coefficient and compressive and flexural strength. Experimental results: the water resistance coefficient is 0.92, the compressive strength is 28MPa, and the flexural strength is 5.5MPa.
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