Aluminate cement resistant to corrosion of sulfate and preparation method thereof
A technology of aluminate cement and sulfate resistance, applied in the field of cement, can solve problems such as cracking of reinforced concrete extension bars, reduction of engineering structure strength, chloride ion penetration, etc., to improve material compactness, reduce firing energy consumption, and reduce The effect of firing temperature
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Embodiment 1
[0025] Example 1: A sulfate-resistant aluminate cement prepared from the following raw materials in parts by weight: 53.82 parts of bauxite fine powder with a particle size of ≤0.75 mm, and 37.18 parts of limestone fine powder with a particle size of ≤0.75 mm , 3.5 parts of α-Al2O3 fine powder with particle size ≤0.05mm, 5 parts of calcium oxide fine powder, and 0.5 part of calcium sulfate fine powder.
[0026] Wherein, the main composition of bauxite and limestone raw material is as follows:
[0027]
[0028] The sulfate-resistant aluminate cement is prepared according to the following steps:
[0029] (1) take the raw material by the parts by weight listed above;
[0030] (2) α-Al 2 o 3 Fine powder and bauxite fine powder, limestone fine powder, calcium sulfate, and calcium oxide fine powder are premixed in a ball mill at a speed of 1000 to 1200 rpm for 30 minutes in a ball mill according to the ratio of corundum balls to materials of 1:1; then Mix the two mixed...
Embodiment 2
[0036] Example 2: A sulfate-resistant aluminate cement prepared from the following raw materials in parts by weight: 53.22 parts of bauxite fine powder with a particle size of ≤0.75 mm, and 36.48 parts of limestone fine powder with a particle size of ≤0.75 mm , 5 parts of α-Al2O3 fine powder with particle size ≤0.05mm, 5 parts of calcium oxide fine powder, and 0.3 part of calcium sulfate fine powder.
[0037] Wherein, the main components of bauxite and limestone raw materials are the same as in Example 1; the preparation method is the same as that in Example 1.
[0038] The main phase composition of the prepared cement clinker is as follows (%):
[0039] CA
[0040] The performance indexes of the obtained product are: the flexural strength of 13.18MPa, the compressive strength of 100.82MPa, and the apparent porosity of the plastic sand is 13.78% after curing in water at 20°C for 28 days. Cured in sodium sulfate at 20°C for 28 days, the flexural strength is 14.65MPa,...
Embodiment 3
[0041] Example 3: A common CA50 aluminate cement was prepared, and compared with the aluminate cements resistant to sulfate attack in Example 1 and Example 2.
[0042] Using 55.82 parts of bauxite fine powder with particle size≤0.75mm and 44.18 parts of limestone fine powder with particle size≤0.75mm as raw materials to prepare aluminate cement, wherein the main components of bauxite and limestone are the same as those in Example 1; The preparation method is the same as that in Example 1.
[0043] The main phase composition of the prepared cement clinker is as follows (%):
[0044] CA
[0045] The performance index of the obtained product is: the flexural strength is 11.49MPa, the compressive strength is 83.60MPa, and the apparent porosity of the plastic sand is 15.33% after curing in water at 20°C for 28 days. Cured in sodium sulfate at 20°C for 28 days, the flexural strength is 11.71MPa, the compressive strength is 91.4MPa, and the apparent porosity of the mortar ...
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