| 高性能路面混凝土抗氯离子渗透性研究 |
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| 引用本文： | 张玫,巴恒静.高性能路面混凝土抗氯离子渗透性研究[J].低温建筑技术,2007(1):14-16. |
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| 作者姓名： | 张玫 巴恒静 |
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| 作者单位： | 哈尔滨工业大学土木工程学院,哈尔滨,150090;佳木斯大学建筑工程学院,佳木斯,154000;哈尔滨工业大学土木工程学院,哈尔滨,150090 |
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| 摘 要： | 以公路路面水泥混凝土的基本配制原理为基础,配制了不同水胶比的高性能混凝土及与其相对应的基准混凝土。在标养条件下,测定其3、7、28、56d龄期的抗压强度和抗弯拉强度;采用ASTMC1202方法测定其28d龄期的Cl~-渗透通过的电量和Cl~-渗透系数。
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| 关 键 词： | 高性能混凝土 力学性能 Cl-渗透性 |
| 文章编号： | 1001-6864（2007）01-0014-03 |
| 修稿时间： | 2006-11-07 |
RESEARCH OF HPC PAVEMENT CONCRETE RESISTANCE TO CHLORIDE ION PERMEABILITY |
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| ZHANG Mei,BA Heng-jing.RESEARCH OF HPC PAVEMENT CONCRETE RESISTANCE TO CHLORIDE ION PERMEABILITY[J].Low Temperature Architecture Technology,2007(1):14-16. |
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| Authors: | ZHANG Mei BA Heng-jing |
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| Affiliation: | 1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150001; 2.School of Building Engineering, Jiamusi University, Jiamusi 154007, China |
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| Abstract: | Based on the fundamental principle of pavement concrete, the High Performance Concrete and the corresponding Ordinary Concrete were made in different water - cement ratio. The compressive and flexural strength of 3,7,28,56d concrete and the passing electric quantity of 28d concrete were measured. |
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| Keywords: | high performance concrete(HPC) mechanical property permeability of chloride ion |
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