Regulation of graphene oxide on microstructure of cement composites and its impact on compressive and flexural strength

被引:0
|
作者
Lü S. [1 ]
Zhang J. [2 ]
Zhu L. [1 ]
Jia C. [3 ]
机构
[1] College of Bioresources Chemical and Materials Engineering, Shaanxi University of Science and Technology, Xi'an, 710021, Shaanxi
[2] College of Environment Science and Engineering, Shaanxi University of Science and Technology, Xi'an, 710021, Shaanxi
[3] College of Chemistry and Chemical Engineering, Shaanxi University of Science and Technology, Xi'an, 710021, Shaanxi
来源
Huagong Xuebao/CIESC Journal | 2017年 / 68卷 / 06期
基金
中国国家自然科学基金;
关键词
Agglomeration; Cement hydration crystals; Composites; Graphene oxide; Microstructure; Nanomaterials;
D O I
10.11949/j.issn.0438-1157.20161575
中图分类号
学科分类号
摘要
Graphene oxide (GO) was prepared by oxidation, and the intercalation composite of GO/P(AA-AM) was prepared by intercalation polymerization of GO with acrylic acid(AA) and acrylamide (AM). The testing results indicated that GO nanosheets in the GO/P(AA-AM) had smaller size and uniform dispersion. Meanwhile, it is found that GO nanosheets can regulate the cement hydration products to form regular needle-like, rod-like, or polyhedron-like crystal, also ordered microstructure and macrostructure. The cracks and harmful pores in the cement composites have obviously decreased. The compressive and flexural strength have significant increase compared with the control samples. The regulation mechanism of GO nanosheets on cement hydration crystals and the microstructure of cement composites were proposed. It thinks that GO nanosheets with active chemical groups have the promoting and template effects on forming regular shapes of cement hydration crystals. The initial regular crystals play a template role for later formed crystals, and finally form large-volume and regular shape crystals and ordered microstructure and macrostructure by crystals growing. © All Right Reserved.
引用
收藏
页码:2585 / 2595
页数:10
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共 35 条
  • [21] Zhang G.Y., Zou Y.P., Research on microstructure of fly ash cement grout material, Coal Technology, 33, 11, pp. 335-337, (2014)
  • [22] Pichler C., Lackner R., Multiscale model for creep of shotcrete-from logarithmic-type viscous behavior of CSH at the um-scale to macroscopic tunnel analysis, Journal of Advanced Concrete Technology, 6, pp. 91-110, (2008)
  • [23] Wang C.H., Sun W., Jiang J.Y., Development on cement-based composite materials with multioscale, Journal of Chinese Ceramic Socity, 39, 4, pp. 726-738, (2011)
  • [24] Eduardo B.P., Gregor F., Joaquim A.O., Effect of hybrid fiber reinforcement on the cracking process in fiber reinforced cementitious composites, Cement & Concrete Composites, 34, pp. 1114-1123, (2012)
  • [25] Al-Tulaian B.S., Al-Shannag M.J., Al-Hozaimy A.R., Recycled plastic waste fibers for reinforcing Portland cement mortar, Construction and Building Materials, 127, pp. 102-110, (2016)
  • [26] Mehran Khan M., Ali M., Use of glass and nylon fibers in concrete for controlling early age micro cracking in bridge decks, Construction and Building Materials, 125, pp. 800-808, (2016)
  • [27] Deyu Kong D., Corr D.J., Hou P., Et al., Influence of colloidal silica sol on fresh properties of cement paste as compared to nano-silica powder with agglomerates in micron-scale, Cement and Concrete Composites, 63, pp. 30-41, (2015)
  • [28] Jiang L.L., Lu X., The research progress of grapheme synthesis methods, Journal of Functional Materials, 43, 23, pp. 3185-3193, (2012)
  • [29] Gao K.E., Meng Y.F., The research and development of the high performance concrete, China Building Materials Science and Technology, 3, pp. 30-32, (2010)
  • [30] Akim J., Cote L.J., Kim F., Et al., Graphene oxide sheets at interfaces, Journal of the American Chemical Society, 132, 23, pp. 8180-8186, (2010)