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用于钢筋防腐的纳米二氧化硅和膨润土基砂浆的研制

Development of Nano-SiO and Bentonite-Based Mortars for Corrosion Protection of Reinforcing Steel.

作者信息

Karunarathne Venura Kiloshana, Paul Suvash Chandra, Šavija Branko

机构信息

Discipline of Civil Engineering, School of Engineering, Monash University Malaysia, Bandar Sunway 47500, Malaysia.

Department of Civil Engineering, International University of Business Agriculture and Technology, Dhaka 1230, Bangladesh.

出版信息

Materials (Basel). 2019 Aug 17;12(16):2622. doi: 10.3390/ma12162622.

Abstract

In this study, the use of nano-silica (nano-SiO) and bentonite as mortar additives for combating reinforcement corrosion is reported. More specifically, these materials were used as additives in ordinary Portland cement (OPC)/fly ash blended mortars in different amounts. The effects of nano-silica and bentonite addition on compressive strength of mortars at different ages was tested. Accelerated corrosion testing was used to assess the corrosion resistance of reinforced mortar specimens containing different amounts of nano-silica and bentonite. It was found that the specimens containing nano-SiO not only had higher compressive strength, but also showed lower steel mass loss due to corrosion compared to reference specimens. However, this was accompanied by a small reduction in workability (for a constant water to binder ratio). Mortar mixtures with 4% of nano-silica were found to have optimal performance in terms of compressive strength and corrosion resistance. Control specimens (OPC/fly ash mortars without any additives) showed low early age strength and low corrosion resistance compared to specimens containing nano-SiO and bentonite. In addition, samples from selected mixtures were analyzed using scanning electron microscopy (SEM) and energy-dispersive X-ray spectroscopy (EDX). Finally, the influence of Ca/Si ratio of the calcium silicate hydrate (C-S-H) in different specimens on the compressive strength is discussed. In general, the study showed that the addition of nano-silica (and to a lesser extent bentonite) can result in higher strength and corrosion resistance compared to control specimens. Furthermore, the addition of nano-SiO can be used to offset the negative effect of fly ash on early age strength development.

摘要

本研究报道了使用纳米二氧化硅(nano-SiO)和膨润土作为砂浆添加剂来防止钢筋腐蚀。更具体地说,这些材料以不同用量用作普通硅酸盐水泥(OPC)/粉煤灰混合砂浆的添加剂。测试了纳米二氧化硅和膨润土的添加对不同龄期砂浆抗压强度的影响。采用加速腐蚀试验来评估含有不同用量纳米二氧化硅和膨润土的钢筋砂浆试件的耐腐蚀性。结果发现,与参考试件相比,含有纳米SiO的试件不仅具有更高的抗压强度,而且由于腐蚀导致的钢材质量损失更低。然而,这伴随着工作性的小幅降低(对于恒定的水胶比)。发现含有4%纳米二氧化硅的砂浆混合物在抗压强度和耐腐蚀性方面具有最佳性能。与含有纳米二氧化硅和膨润土的试件相比,对照试件(不含任何添加剂的OPC/粉煤灰砂浆)早期强度较低且耐腐蚀性较差。此外,使用扫描电子显微镜(SEM)和能量色散X射线光谱仪(EDX)对选定混合物的样品进行了分析。最后,讨论了不同试件中硅酸钙水化物(C-S-H)的Ca/Si比对抗压强度的影响。总体而言,研究表明,与对照试件相比,添加纳米二氧化硅(以及程度较小的膨润土)可提高强度和耐腐蚀性。此外,添加纳米SiO可用于抵消粉煤灰对早期强度发展的负面影响。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e413/6720384/b82541dbe170/materials-12-02622-g001.jpg

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