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Utilization of Electrolytic Manganese Dioxide (EMD) waste in concrete exposed to salt crystallization

机译:电解二氧化锰(EMD)废物在盐结晶中的混凝土的利用

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摘要

In the present study, the physico-mechanical properties and corrosion resistance of reinforced concrete containing Electrolytic Manganese Dioxide (E.M.D.) waste were investigated. Concrete samples prepared in the lab with and without the use of EMD waste were exposed to sulfate and chloride salt solutions. In particular, the test samples were placed in 5% w/w Na2SO4 solution, while chloride penetration resistance was studied in 3.5% w/w NaCI solution. The concrete mixtures were prepared with 0%, 5% and 10% w/w replacement of Ordinary Portland Cement (OPC) with the aforementioned waste additive. For testing, specimens of varying shapes and dimensions were cast; cylindrical reinforced cement mortar specimens were also prepared. Tests for estimating the physico-mechanical properties (compressive strength, modulus of elasticity, porosity and sorptivity), mass loss of steel and thermal response of concrete (DTA/TG) were performed; the carbonation depth of mortars exposed to atmospheric conditions was also estimated. The experimental results generally suggest that the EMD waste additive does not affect negatively the properties of concrete partially immersed in chloride salt solution; in addition, the anticorrosive effect of EMD waste on steel rebars embedded in cement mortars was also observed. On the other hand, the composite concretes immersed in sulfate salt solution exhibited inferior values for all measured properties. (C) 2017 Elsevier Ltd. All rights reserved.
机译:在本研究中,研究了含电解二氧化锰(E.M.D.)废料的钢筋混凝土的物理机械性能和耐腐蚀性。在实验室中准备使用或不使用EMD废料的混凝土样品都暴露于硫酸盐和氯化物盐溶液中。特别地,将测试样品放置在5%w / w的Na2SO4溶液中,而在3.5%w / w的NaCl溶液中研究耐氯化物渗透性。用上述废料替代0%,5%和10%w / w的普通波特兰水泥(OPC)来制备混凝土混合物。为了进行测试,铸造了各种形状和尺寸的样品。还准备了圆柱形钢筋水泥砂浆标本。进行了测试以评估其物理机械性能(抗压强度,弹性模量,孔隙率和吸水性),钢的质量损失和混凝土的热响应(DTA / TG)。还估算了暴露在大气条件下的砂浆的碳化深度。实验结果通常表明,EMD废料添加剂不会对浸入氯化盐溶液中的混凝土的性能产生负面影响。此外,还观察到EMD废料对埋在水泥砂浆中的钢筋的防腐作用。另一方面,浸泡在硫酸盐溶液中的复合混凝土的所有测量性能均显示出较差的值。 (C)2017 Elsevier Ltd.保留所有权利。

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