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Study on Experimental and Mechanism of Basalt Fiber Concrete Erosion in Sulfuric Acid Environment

机译:硫酸环境玄武岩纤维混凝土腐蚀实验性和机制研究

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In order to study the influence of basalt fiber on properties of concrete, the concrete test block (100mm) containing 0%, 0.05%, 0.1%, 0.2%, 0.3% basalt fiber, was respectively put in sulphuric acid solution of PH=3 for immersion corrosion test. The corrosion development of concrete test blocks with different amount of basalt fibers were followed up and observed, and the variation law of porosity and compressive strength of concrete in different corrosion environments were analyzed. The results of the tests indicate: The acid corrosion resistance and compressive strength of the concrete with 0.1% fiber added in this experiment have been greatly improved. And the basalt fiber can only play its role when the appropriate amount of the fiber was added. In addition, the acid corrosion resistance and compressive strength of concrete specimens with 0.3% content of basalt fiber were not greatly improved or even decreased. This paper would provide some technical support for the engineering application of basalt fibers.
机译:为了研究玄武岩纤维对混凝土性质的影响,含有0%,0.05%,0.1%,0.2%,0.3%玄武岩纤维的混凝土试验嵌段(100mm)分别纳入pH = 3的硫酸溶液用于浸没腐蚀测试。采用不同量的玄武岩纤维的混凝土试验块的腐蚀发展进行了采访,观察,分析了不同腐蚀环境中混凝土的孔隙率和抗压强度的变化规律。测试结果表明:在该实验中添加了0.1%纤维的混凝土的酸耐腐蚀性和压缩强度得到了大大提高。并且玄武岩纤维只能在加入适量的纤维时起到其作用。此外,具有0.3%玄武岩纤维含量的混凝土样品的酸耐腐蚀性和抗压强度不会大大提高或甚至降低。本文将为玄武岩纤维的工程应用提供一些技术支持。

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