Preparation of carbon nanotubes solution and its effectson mechanical properties of cement mortar

被引:4
作者
机构
[1] School of Materials Science and Engineering, Southeast University
[2] School of Civil Engineering, Shandong Jianzhu University
[3] Licheng Supervision Station, Jinan Construction Project Quality Supervision Station
来源
Sun, W. (sunwei@seu.edu.cn) | 1600年 / Southeast University卷 / 44期
关键词
Carbon nanotubes; Cement mortar; Mechanical property; Microstructure; Water-borne dispersion;
D O I
10.3969/j.issn.1001-0505.2014.03.037
中图分类号
学科分类号
摘要
In order to study the effects of carbon nanotubes (CNTs) and their dispersion on the performance of cement mortars, the aqueous dispersions of carbon nanotubes are prepared using polyvinylpyrrolidone (PVP) and sodium dodecyl benzene sulfonate (SDBS) as dispersant, respectively, and their influences on the mechanical and microstructural properties of cement mortars are studied. The experimental results show that dispersant can significantly affect the dispersion of carbon nanotubes in water. Compared with SDBS as dispersant, the CNTs solution with PVP as dispersant has more uniform dispersion and higher stability. In addition, highly dispersed carbon nanotubes can densify paste microstructure and improve cement mortar's mechanical properties as well. 0.5% addition of CNTs can improve the flexural and compressive strength of cement mortars at 28 d by 49.4% and 40.8%, respectively.
引用
收藏
页码:662 / 667
页数:5
相关论文
共 17 条
  • [1] Konsta-Gdoutos M.S., Metaxa Z.S., Shah S.P., Multi-scale mechanical and fracture characteristics and early-age strain capacity of high performance carbon nanotube/cement nanocomposites, Cement and Concrete Composites, 32, 2, pp. 110-115, (2010)
  • [2] Makar J.M., Margeson J., Luh J., Carbon nanotube/cement composites-early results and potential applications, Proceedings of 3rd International Conference on Construction Materials: Performance, Innovations and Structural Implications, (2005)
  • [3] Salvetat J.P., Bonard J.M., Thomson N.H., Et al., Mechanical properties of carbon nanotubes, Applied Physics A, 69, 3, pp. 255-260, (1999)
  • [4] Shah S.P., Konsta-Gdoutos M.S., Metaxa Z.S., Et al., Nanoscale modification of cementitious materials, Proceedings of the Third International Symposium on Nanotechnology in Construction, pp. 125-130, (2009)
  • [5] Cwirzen A., Habermehl-Cwirzen K., Penttala V., Surface decoration of carbon nanotubes and mechanical properties of cement/carbon nanotube composites, Advances in Cement Research, 20, 2, pp. 65-73, (2008)
  • [6] Cwirzen A., Habermehl-Cwirzen K., Nasibulina L.I., Et al., CHH cement composite, Proceedings of the Third International Symposium on Nanotechnology in Construction, pp. 181-185, (2009)
  • [7] Li G., Wang P., Microstructure and mechanical properties of caron nanotubes cement matrix composites, Journal of the Chinese Ceramic Society, 33, 1, pp. 105-108, (2005)
  • [8] Xu S., Gao L., Jin W., The mechanical properties of aligned multi-walled carbon nanotubes M140 mortar composites, Science in China Series E: Technological Sciences, 39, 7, pp. 1228-1236, (2009)
  • [9] (2009)
  • [10] Konsta-Gdoutos M.S., Metaxa Z.S., Shah S.P., Highly dispersed carbon nanotube reinforced cement based materials, Cement and Concrete Research, 40, 7, pp. 1052-1059, (2010)