欢迎登录材料期刊网

材料期刊网

高级检索

为了配制高抗盐冻的高性能道路混凝土,自行配制有机硅涂料,并参照CDF混凝土抗盐冻试验方法,研究涂刷有机硅涂料的高性能道路混凝土的抗盐冻性能.结果表明,涂刷该有机硅涂料后,3种水灰比(0.40、0.36和0.32)的高性能混凝土经56次盐冻后剥蚀量均降低了99%以上,相对动弹性模量损失率降低了32%~42%,混凝土表面无明显剥蚀痕迹,显著地提高了高性能道路混凝土的抗盐冻性能,配制出了高抗盐冻的高性能道路混凝土.

参考文献

[1] Pigeon M;Azzabi M;Pleau R .[J].Cement and Concrete Research,1996,26(08):1163-1170.
[2] Cantin R;Pigeon M .[J].Cement and Concrete Research,1996,26(11):1639-1648.
[3] Pigeon M;Pleau R;Azzabi M et al.[J].Cement and Concrete Research,1996,26(04):601-609.
[4] Pigeon M;Talbot C;Marchand J et al.[J].Cement and Concrete Research,1996,26(10):1555-1566.
[5] Pigeon M;Marchand J;Pleau R .[J].Construction and Building Materials,1996,10(05):339-348.
[6] 杨全兵.氯化钠对混凝土内部饱水度的影响[J].硅酸盐学报,2005(11):1422-1425.
[7] Leng Faguang;Feng Naiqqian;LU Xinying .[J].Cement and Concrete Research,2000,30(06):989-992.
[8] Powers T C;Brownyard T L .Studies of the Physieal Properties of Hardened Portland Cement Paste[R].Chicago:Research Laboratories of the Portland Cement Association,1948.
[9] Powers T C .[J].Journal of the American Concrete Institute,1945,16(04):245-272.
[10] Powers T C .[J].Highway Research Board Proceedings,1949,29(05):184-211.
[11] Powers T C .[J].ACI Journal Proceedings,1954,50(09):741-760.
[12] 朱桂红,田砾,赵铁军,徐继霞.氯离子侵蚀混凝土有机硅防水处理有效性研究[J].建筑科学,2007(08):79-82.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%