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漆玉茂, 黄俊革, 卢思同, 张彧, 刘宇. 盐碱环境下混凝土电性参数差异性[J]. 应用技术学报, 2020, 20(3): 270-275. DOI: 10.3969/j.issn.2096-3424.2020.03.012
引用本文: 漆玉茂, 黄俊革, 卢思同, 张彧, 刘宇. 盐碱环境下混凝土电性参数差异性[J]. 应用技术学报, 2020, 20(3): 270-275. DOI: 10.3969/j.issn.2096-3424.2020.03.012
QI Yumao, HUANG Junge, LU Sitong, ZHANG Yu, LIU Yu. Difference of Electrical Parameters of Concrete in Saline and Alkali Environment[J]. Journal of Technology, 2020, 20(3): 270-275. DOI: 10.3969/j.issn.2096-3424.2020.03.012
Citation: QI Yumao, HUANG Junge, LU Sitong, ZHANG Yu, LIU Yu. Difference of Electrical Parameters of Concrete in Saline and Alkali Environment[J]. Journal of Technology, 2020, 20(3): 270-275. DOI: 10.3969/j.issn.2096-3424.2020.03.012

盐碱环境下混凝土电性参数差异性

Difference of Electrical Parameters of Concrete in Saline and Alkali Environment

  • 摘要: 为了更好地研究盐碱地区混凝土内部介质腐蚀情况,构建了不同离子、不同离子浓度的混凝土及钢筋混凝土模型试验,以清水试块为对照组,用岩石标本测试仪配合岩石标本测试架测量自然养护条件下在养护期内(28 d)试块的电阻率、极化率,对各试块所测值采用SPSS软件进行单因素方差分析,考察各混凝土电性参数差异性。结果表明:在显著性α=0.05时,不论是混凝土试块还是钢筋混凝土试块,清水拌和试块与各溶液拌和试块之间的电阻率差异性不完全显著,但清水拌和试块的极化率与各溶液拌和试块的极化率差异性显著;溶液拌和试块之间的极化率差异性不完全显著,溶液拌和试块的电阻率之间的差异性不完全显著。因此可用极化率参数分辨混凝土试块是否受离子侵蚀,采用极化率参数探测混凝土被盐碱侵蚀情况是可行的。

     

    Abstract: In order to better study the corrosion of concrete internal medium in the saline alkali area, the concrete and reinforced concrete model tests with different ions and different ion concentrations were constructed. Taking the clear water test block as the control group, the resistivity and polarizability of the test block in the maintenance period (28 days) were measured by the rock specimen tester and the rock specimen test frame, the one-way ANOVA for the measured values of each test block was carried out using SPSS software, and the differences in electrical parameters of each concrete were investigated. The results show that at the level of significance (α=0.05), the difference of resistivity between the water mixed test block and the solution mixed test block is not entirely significant, but the difference between the water mixed test block and the solution mixed test block is significant; the difference between the solution mixed test block and the solution mixed test block is not entirely significant, and the difference between the resistivity of liquid mixing test block is not completely significant. Therefore, the polarizability parameter can be used to distinguish whether the concrete test block is eroded by ions, and it is feasible to use the polarizability parameter to detect the erosion of concrete by salt and alkali.

     

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