4.7 Article

Synergistic use of sodium bicarbonate and aluminum sulfate to enhance the hydration and hardening properties of Portland cement paste

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 299, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.124248

关键词

In situ calcium carbonate; Portland cement; Aluminum sulfate; Sodium bicarbonate; Microstructure

资金

  1. National Natural Science Foundation of China [51678220]
  2. Program for Innovation Scientists and Technicians Troop Construction Projects of Henan Province in China [CXTD2017088]
  3. Program for Innovative Research Team (in Science and Technology) in Henan Polytechnic University [19IRTSTHN027]

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A novel composite admixture containing sodium bicarbonate and aluminum sulfate was developed to generate calcium carbonate nano-reinforced particles in situ in Portland cement paste. The admixture accelerated the hydration process, reduced setting time, promoted the formation of more hydration products, and improved the compressive strength of the cement paste. In situ CaCO3 with a fine grain size was generated, reacting with aluminum phase to form mono-carbonate, resulting in a dense microstructure of the hardened cement paste.
A novel composite admixture (N-A admixture) including sodium bicarbonate (NaHCO3) and aluminum sulfate (Al-2(SO4)(3)) was developed for the in situ generations of calcium carbonate (CaCO3) nano-reinforced particles in Portland cement paste. The effect of N-A admixture dosage (0%, 1%, 2%, 3%, 4%, 5%) on the hydration and hardening properties of Portland cement paste such as setting time and compressive strength was systematically investigated. The enhancement mechanism of the N-A admixture was also revealed by using XRD, TGA, SEM, MIP, and ICC. The results indicated that the N-A admixture can effectively accelerate the hydration reaction process of Portland cement paste and shorten its setting time. When the N-A admixture was added at 3%, the compressive strength at 1 day was 86.9% higher than that of the control Portland cement paste, and there was no inversion of strength at 90 days. N-A admixture promoted the formation of more hydration products. At the early stage of hydration, in situ CaCO3 with a grain size ranging from 25.53 to 42.98 nm was generated, the amount of which increased with the addition of N-A admixture. Moreover, the in situ CaCO3 also reacted with the aluminum phase to form mono-carbonate (Mc) in the late stage, which effectively reduced the proportion of large pores, resulting in a dense microstructure of the hardened Portland cement paste. The results of this work provide a novel and facile method for the generation of in situ CaCO3, which can be used to greatly improve the performance of cement concrete.

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