Study on preparation of high dense and toughened hydraulic concrete and its properties

被引:0
|
作者
Tang X. [1 ,2 ]
He Q. [1 ]
Zhou Y. [2 ]
Zhang C. [2 ]
机构
[1] South China University of Technology, School of Civil Engineering and Transportation, Guangzhou
[2] The State key laboratory of Hydroscience and Engineering of China, Tsinghua University, Beijing
来源
关键词
High dense; Hydraulic concrete; Performance test; Preparation; Toughened;
D O I
10.13243/j.cnki.slxb.20180540
中图分类号
学科分类号
摘要
Aiming to obtain the concrete with satisfactory volume stability and anti-permeability, the micro-performance of cement-based materials were analyzed to design the rheological property of slurry by mixing appropriate chemical admixtures. The effect of the dispersion, air entrainment, coagulation of chemical admixtures and curing system on filling capacity of slurry and rate of setting were investigated to optimize the particle packing and workability of slurry by particle accumulation algorithm. The toughness and shrinkage strain were improved by adding steel fiber. Meanwhile, a series of experimental tests were carried out to estimate the basic mechanical characteristic, durability and volume stability on the high-dense and toughened hydraulic concrete(HDTHC). The results show that the compressive strength and splitting tensile strength of HDTHC reached 109.66MPa and 17.60MPa respectively. Its electric flux of 6h was not exceeding 130C, the carbonation depth of 28d was 2mm, the loss rate of freeze-thaw quality was no more than 0.2%, the strength loss rate was no more than 2%, as well as the dry shrinkage deformation of 42d was no more than 0.17‰. HDTHC showed good mechanical properties, excellent durability and volume stability. © 2018, China Water Power Press. All right reserved.
引用
收藏
页码:1523 / 1531
页数:8
相关论文
共 16 条
  • [1] Richard P., Cheyrezy M., Compoition of reactive powder concretes, Cement & Concrete Research, 25, 7, pp. 1501-1511, (1995)
  • [2] Wang D., Shi C., Wu Z., Et al., A review on ultra high performance concrete: Part II. Hydration, microstructure and properties, Construction & Building Materials, 96, pp. 368-377, (2015)
  • [3] Zhang W., Zhang Y., Apparatus for monitoring the resistivity of the hydration of cement cured at high temperature, Instrumentation Science & Technology, 45, 2, pp. 151-162, (2016)
  • [4] Su Y., Wu C., Li J., Et al., Development of novel ultra-high performance concrete: From material to structure, Construction & Building Materials, 135, pp. 517-528, (2017)
  • [5] Pyo S., Kim H.K., Bang Y.L., Effects of coarser fine aggregate on tensile properties of ultra high performance concrete, Cement & Concrete Composites, 84, pp. 28-35, (2017)
  • [6] Kang S.T., Choi J.I., Koh K.T., Et al., Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete, Composite Structures, 145, pp. 37-42, (2016)
  • [7] Zhang W.H., Zhang Y.S., Research on the static and dynamic compressive properties of high performance ce-mentitious composite(HPCC) containing coarse aggregate, Archives of Civil & Mechanical Engineering, 15, 3, pp. 711-720, (2015)
  • [8] Alkaysi M., El-Tawil S., Liu Z., Et al., Effects of silica powder and cement type on durability of ultra high performance concrete(UHPC), Cement & Concrete Composites, 66, pp. 47-56, (2016)
  • [9] Tafraoui A., Escadeillas G., Vidal T., Durability of the Ultra High Performances Concrete containing metakaolin, Construction & Building Materials, 112, pp. 980-987, (2016)
  • [10] Aaleti S., Petersen B., Sritharan S., Design Guide for Precast UHPC Waffle Deck Panel System, including Connections, (2013)