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Properties of Cement Mortar by Use of Hot-Melt Polyamides as Substitute for Fine Aggregate

机译:用热熔聚酰胺替代细骨料的水泥砂浆性能

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摘要

This paper presents an experimental study on use of hot-melt polyamide (HMP) to prepare mortar specimens with improved crack healing and engineering properties. The role of HMP in the crack repairing of cement mortar subjected to several rounds of heat treatment was investigated. Compatibility between HMP and hydraulic cement was investigated through X-ray diffraction (XRD) and Fourier transform infrared spectra (FTIR) technology. Mortar specimens were prepared using standard cement mortar mixes with HMP at 1%, 3% and 5% (by volume) for fine aggregate substitute. After curing for 28 days, HMP specimens were subjected to heating at temperature of 160 °C for one, two, and three days and then natural cooling down to ambient temperature. Mechanical and durability properties of the heated HMP mortars were evaluated and compared with those of the corresponding mortars without heating. The microscopic observation of the interfacial transition zone (ITZ) of HMP mortar was conducted through environmental scanning electron microscopy (ESEM). Results reveal that incorporation of HMP improves the workability of the HMP/cement binder while leading to decrease in compressive strength and durability. The heated HMP mortars after exposure to heating for one, two, and three days exhibit no obvious change in compressive strength while presenting notable increase in flexural strength and durability compared with the corresponding mortars without heating. The XRD, FTIR and ESEM analyses indicate that no obvious chemical reaction occurs between HMP and hydraulic cement, and thus the self-repairing for interfacial micro-crack in HMP/cement composite system is ascribed to the physical adhesion of HMP to cement matrix rather than the chemical bonding between them.
机译:本文介绍了使用热熔聚酰胺(HMP)制备具有改善的裂纹愈合和工程性能的砂浆试样的实验研究。研究了HMP在经历数轮热处理的水泥砂浆裂缝修复中的作用。通过X射线衍射(XRD)和傅立叶变换红外光谱(FTIR)技术研究了HMP与水硬性水泥之间的相容性。使用标准水泥砂浆混合物和1%,3%和5%(按体积计)的HMP(细骨料替代品)制备砂浆样品。固化28天后,将HMP样品在160°C的温度下加热1天,2天和3天,然后自然冷却至环境温度。评估了加热的HMP砂浆的机械性能和耐久性,并与未加热的相应砂浆的机械性能和耐久性进行了比较。通过环境扫描电子显微镜(ESEM)对HMP砂浆的界面过渡区(ITZ)进行了显微镜观察。结果表明,HMP的掺入改善了HMP /水泥粘合剂的可加工性,同时导致抗压强度和耐久性的降低。与未加热的相应砂浆相比,加热后的HMP砂浆在加热一,两和三天后,抗压强度没有明显变化,而抗弯强度和耐久性却有明显提高。 XRD,FTIR和ESEM分析表明,HMP与水硬水泥之间没有明显的化学反应,因此HMP /水泥复合体系界面微裂纹的自我修复归因于HMP对水泥基体的物理粘附,而不是它们之间的化学键。

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