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Mechanical properties and durability characteristics of polymer- and cement-based repair materials

机译:聚合物和水泥基修补材料的机械性能和耐用性

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摘要

This study was conducted to evaluate the mechanical properties and durability characteristics of nine polymer- and cement-based repair mortars. Mechanical properties, such as compressive, tensile and flexural strength, elastic modulus, shrinkage and thermal expansion were studied. The durability characteristics of the repair materials were evaluated by measuring: (i) chloride permeability, (ii) electrical resistivity and (iii) carbonation depth. The mechanical properties of the selected repair mortars did not vary very significantly from each other. The elastic modulus of the polymer-based repair mortars was less than that of the cement-based repair mortars. This will lead to a reduced drying shrinkage cracking in the former repair mortars compared to the latter. The electrical resistivity of polymer-based repair mortars was more than that of cement-based repair mortars. Such a trend was not noted in the chloride permeability data. The chloride permeability in all the repair materials was very low according to ASTM C 1202 criteria. Enhanced carbonation was noted in some of the polymer-based repair mortars.
机译:进行这项研究是为了评估九种聚合物和水泥基修补砂浆的机械性能和耐久性能。研究了机械性能,例如抗压强度,抗张强度和挠曲强度,弹性模量,收缩率和热膨胀率。通过测量:(i)氯化物渗透率,(ii)电阻率和(iii)碳化深度来评估修复材料的耐久性。所选修补砂浆的机械性能彼此之间没有很大差异。聚合物基修补砂浆的弹性模量小于水泥基修补砂浆的弹性模量。与后者相比,这将导致前者修补砂浆的干燥收缩裂缝减少。聚合物基修补砂浆的电阻率高于水泥基修补砂浆的电阻率。在氯化物渗透性数据中没有注意到这种趋势。根据ASTM C 1202标准,所有修补材料中的氯离子渗透率都非常低。在某些基于聚合物的修补砂浆中发现碳化作用增强。

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