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Epoxy Resin/Recycled Sand Mortars' Resistance to Chloride Ions Diffusion

机译:环氧树脂/再生砂浆对氯离子扩散的抵抗力

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This work aims to study the possibility of using recycled sand to prepare an epoxy resin mortar mechanically resistant and resistant against chloride ions diffusion. Comparative studies were performed on standardized hydraulic mortar and epoxy / standardized sand. The effect of the incorporation of a thinner, methyl octanoate, on the workability, mechanical properties and durability of the epoxy resin mortar is analyzed. It appears from this study that investigated mortars have a workability which is improved with the increase in the percentage of resin and with the addition of thinner. The total substitution of standardized sand by recycled sand alters this property. The resin mortar have a lower porosity than the hydraulic mortar, better mechanical properties and better resistance to chloride ions diffusion regardless of sand nature. The total substitution of standardized sand by recycled sand does not significantly affect the mechanical properties of resin mortars having the same binder percentages (20%). However, it causes a slight decrease in the resistance to chloride ions diffusion attributed to a higher total porosity accessible to water for recycled sand mortar. Similarly, the migration of these ions into mortar decreases with increasing the resin percentage, decrease attributed to the lowering of total porosity. Thinner addition affects the apparent diffusion coefficient.
机译:这项工作旨在研究使用再生砂制备具有机械抗性和抗氯离子扩散性的环氧树脂砂浆的可能性。对标准液压砂浆和环氧/标准砂进行了比较研究。分析了掺入更稀的辛酸甲酯对环氧树脂砂浆的可加工性,机械性能和耐久性的影响。从这项研究看来,研究的砂浆的可加工性随树脂百分比的增加和稀释剂的添加而提高。用再生砂完全替代标准砂会改变此属性。与砂浆相比,树脂砂浆的孔隙率比水硬砂浆低,机械性能更好,并且对氯离子的扩散具有更好的抵抗力。用再生砂完全替代标准砂不会显着影响具有相同粘结剂百分比(20%)的树脂砂浆的机械性能。但是,由于再生砂浆的水可接触的总孔隙率较高,因此氯离子扩散阻力略有下降。类似地,这些离子向砂浆中的迁移随着树脂百分比的增加而减少,这归因于总孔隙率的降低。稀释剂的添加会影响表观扩散系数。

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