| 二类环境混凝土保护层厚度的设计 |
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| 引用本文： | 付俊英. 二类环境混凝土保护层厚度的设计[J]. 山西建筑, 2006, 32(13): 138-140 |
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| 作者姓名： | 付俊英 |
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| 作者单位： | 阳泉市规划设计院,山西,阳泉,045000 |
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| 摘 要： | 计算了常用砂浆涂层的表面饰层修正系数及可减小的保护层厚度，从砂浆涂层、锈蚀机理、耐久性要求、施工误差和经济因素等方面对混凝土保护层厚度的影响进行了分析论述，就二类环境保护层厚度的设计提出了建议。
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| 关 键 词： | 二类环境 混凝土 保护层厚度 耐久性 |
| 文章编号： | 1009-6825(2006)13-0138-03 |
| 收稿时间： | 2005-12-27 |
| 修稿时间： | 2005-12-27 |
The design of the thickness of concrete protective cover in secondary environment |
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| FU Jun-ying. The design of the thickness of concrete protective cover in secondary environment[J]. Shanxi Architecture, 2006, 32(13): 138-140 |
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| Authors: | FU Jun-ying |
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| Affiliation: | FU Jun-ying |
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| Abstract: | The correction factor of surface coat of mortar as well as the thickness of protective cover can be reduced is calculated. From mortar coat, corrosion mechanism, requirement on durability, construction error and other aspects the factors influencing the thickness of concrete protective cover are analyzed. According to secondary environment suggestions are proposed for thickness design of protective cover. |
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| Keywords: | secondary environment concrete protective cover durability |
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