纳米材料
水合硅酸钙
硅酸盐水泥
材料科学
化学工程
成核
粒径
硅酸钙
水合物
水泥
形态学(生物学)
硅
粒子(生态学)
溶剂
抗压强度
复合材料
矿物学
化学
纳米技术
冶金
有机化学
海洋学
生物
地质学
工程类
遗传学
作者
Haiyan Li,Yongxu Chen,Muhammad Moeen,Kuo Yang,Jianping Zhu,Xiaohong Guan
出处
期刊:Journal of Materials in Civil Engineering
[American Society of Civil Engineers]
日期:2023-02-01
卷期号:35 (2)
被引量:2
标识
DOI:10.1061/(asce)mt.1943-5533.0004584
摘要
Synthesized nanocalcium-silicate-hydrate (C─ S─ H) was successfully employed as an accelerator in portland cement. C─ S─ H nanomaterials were produced in this study utilizing a process that used separate nucleation and growth steps with varied solvent compositions. The effects of the water/alcohol volume ratio (W/A) in the combined solvent on the calcium silicon ratio, particle size, morphology of C─ S─ H nanomaterials, and compressive strength of portland cement were studied. The results reveal that when the W/A ratio decreased, the calcium to silicon (Ca/Si) molar ratio reduced, and the morphology of the C─ S─ H nanomaterials turned from micalike to mixed lamellar and granular, then to granular with a wrinkled surface, and finally to foillike. When the W/A was 3∶1, the small particles (100 nm) of C─ S─ H nanomaterials had the highest W/A, whereas the large particles (>200 nm) had the highest W/A. C─ S─ H nanomaterials offered calcium silicate hydrate nucleation sites, altered C─ S─ H gel development modes, and enhanced the number of hydration products. The composition, particle size, and shape of C─ S─ H nanomaterials all influenced the compressive strength of the cement paste.
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