4.7 Article

Modification of the MCM-41 mesoporous silica and its influence on the hydration and properties of a cement matrix

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 344, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2022.128253

关键词

MCM-41; Mesoporous silica; Cement additives; Heat of hydration; Cement matrix; Microstructure

资金

  1. TEAM-NET programme of the Foundation for Polish Science [POIR.04.04.00-00-14E6/18-00]
  2. European Union under the European Regional Development Fund

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This study analyzes the use of modified mesoporous silica MCM-41 as cement admixture to reduce cement consumption and improve concrete technology parameters. The results show that modifications have a quantitative effect on the composition of MCM-41 and cement matrix. Admixtures affect the rate and total amount of heat released during hydration. Modified MCM-41 enhances compressive strength of the cement matrix and reduces water loss during drying.
Recently, there has been a growing interest in materials that make it possible to reduce cement consumption in the concrete technology while improving the parameters of a final product. In this paper the validity of using, as an admixture to cement, the mesoporous silica of the MCM-41 structure type (MCM-41), modified with funcosil (hydrophobizing agent), triethanolamine, iron nitrate, and gluconic acid, has been analyzed. The effectiveness of the modification was evaluated on the basis of chemical and phase composition analysis, while the effect of admixtures on the cement matrix (CM) properties was additionally evaluated on the basis of selected physico-mechanical parameters and a hydration heat analysis. The results showed the quantitative effect of the modi-fications on the MCM-41 and CM composition. All the admixtures affected the rate and total amount of heat released during the hydration process. The presence of the triethanolamine and gluconid acid significantly delayed the main peak of the hydration process while the presence of the iron nitrate and gluconid acid decreased the total amount of heat released. Regardless of the maturation time, an increase in the CM compressive strength with the modified MCM-41 and a decrease in the percentage water loss during drying were observed. Only the gluconic acid modification caused a deterioration in the strength parameters. In conclusion, the use of the MCM-41 and its modifications in the production process of cement composites can positively affect the properties of the final product.

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