滨海土壤环境下混凝土方桩的耐久性研究
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Research on Durability of Concrete Cube Piles under the Coastal Soil Condition
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    摘要:

    对埋置在渗透性依次减弱的4种滨海土壤环境中、且常年浸没于地下水位以下的同一批混凝土预制方桩构件进行检测,发现桩的钢筋锈蚀轻微,混凝土无碳化迹象,氯离子浓度分布曲线对应于4种不同的土壤环境呈现有规律的变化,而混凝土强度比原来的设计值有所提高这一检测结果作了分析和解释,并得到结论:土壤的渗透性与混凝土遭受的侵蚀程度有直接关系,弱渗透性的土层与强渗透性的土层相比,可以显著减少氯离子向构件内的运移,同时也可以减轻硫酸盐对混凝土的侵蚀。由此可见,长期处于弱渗透性土壤环境中且位于地下水位以下的钢筋混凝土,其受到的侵蚀会相对有所缓解。

    Abstract:

    Series of concrete cube piles,which are buried in four different types of coastal soil with the gradient of permeability and also below the groundwater perennially,are tested. It shows that rebase are slightly corroded while no carbonization happens,the distribution of chloride is in an apparent rule according to the different soil conditions and the strength of concrete are reinforced. Those testing results are analyzed and it concluded that the corrosion condition of concrete is related to the permeability of soil, soil with lower permeability is better in resisting chloride and sulfate. Reinforced concrete,which is buried in the soil with low permeability and also below the groundwater perennially,is not easy to be corroded.

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陈新华,金伟良.滨海土壤环境下混凝土方桩的耐久性研究[J].湖南工业大学学报,2007,21(5):18-20.

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  • 收稿日期:2007-08-02
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  • 在线发布日期: 2015-09-02
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