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Effect of of alkali dosage and silicate modulus on carbonation of alkali-activated slag mortars

机译:碱剂量和硅酸盐模量对碱活性炉渣碳酸化的影响

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摘要

The long-term durability and their mechanisms of alkali-activated cement based materials have remained largely elusive. In this paper, carbonation of alkali-activated slag (AAS) mortars activated by NaOH and waterglass with different alkali dosages and silicate moduli has been investigated after exposure to 3 +/- 0.2% (v/v) CO2 at 20 +/- 2 degrees C/65 +/- 5% RH for 56 days. The results show that carbonation resistance of the AAS mortars increases with increase of not only alkali dosage but also silicate modulus. In addition to the higher pore solution alkalinity and slag reaction extent, the relatively higher carbonation resistance of the AAS mortars is attributed to the lower porosity and average pore size. The loss of compressive strength for the waterglass activated slag mortars after carbonation is due to decalcification of C-A-S-H phase, whereas the carbonation of katoite contributes to the increase of compressive strength of the NaOH activated slag mortars.
机译:长期耐久性及其对碱活化水泥基材料的机制仍然很大程度上难以捉摸。 在本文中,在暴露于20 +/- 2的3 +/- 0.2%(v / v)CO2之后,研究了NaOH和水玻璃激活的碱活性炉渣(AAS)砂浆的碳酸化合物,并在20 +/-2 56天,RH值为C / 65 +/- 5%RH。 结果表明,AAS砂浆的碳化抗性随着碱剂量而且硅酸盐模量的增加而增加。 除了孔隙溶液和渣反应程度较高之外,AAS砂浆的相对较高的碳化性归因于较低的孔隙率和平均孔径。 碳化后的水玻璃活性炉渣砂浆的抗压强度丧失是由于C-A-S-H相的脱钙,而定位石的碳酸化有助于NaOH活化炉渣砂浆的抗压强度的增加。

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