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硅灰比和养护温度对碱激发火山灰与石灰石粉砂浆强度的影响

Influence of Silica Modulus and Curing Temperature on the Strength of Alkali-Activated Volcanic Ash and Limestone Powder Mortar.

作者信息

Adewumi Adeshina Adewale, Mohd Ariffin Mohd Azreen, Maslehuddin Mohammed, Yusuf Moruf Olalekan, Ismail Mohammad, Al-Sodani Khaled A Alawi

机构信息

Department of Civil Engineering, University of Hafr Al Batin, Hafar Al-Batin 31991, Saudi Arabia.

School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru 81310, Malaysia.

出版信息

Materials (Basel). 2021 Sep 10;14(18):5204. doi: 10.3390/ma14185204.

DOI:10.3390/ma14185204
PMID:34576445
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8467520/
Abstract

This present study evaluates the effect of silica modulus (M) and curing temperature on strengths and the microstructures of binary blended alkali-activated volcanic ash and limestone powder mortar. Mortar samples were prepared using mass ratio of combined NaSiO/10 M NaOH of 0.5 to 1.5 at an interval of 0.25, corresponding to M of 0.52, 0.72, 0.89, 1.05 and 1.18, respectively, and sole 10 M NaOH. Samples were then subjected to ambient room temperature, and the oven-cured temperature was maintained from 45 to 90 °C at an interval of 15 °C for 24 h. The maximum achievable 28-day strength was 27 MPa at M value of 0.89 cured at 75 °C. Samples synthesised with the sole 10 M NaOH activator resulted in a binder with a low 28-day compressive strength (15 MPa) compared to combined usage of NaSiO/10 M NaOH activators. Results further revealed that curing at low temperatures (25 °C to 45 °C) does not favour strength development, whereas higher curing temperature positively enhanced strength development. More than 70% of the 28-day compressive strength could be achieved within 12 h of curing with the usage of combined NaSiO/10 M NaOH. XRD, FTIR and SEM + EDX characterisations revealed that activation with combined NaSiO/10 M NaOH leads to the formation of anorthite (CaAlSiO), gehlenite (CaO.AlO.SiO) and albite (NaAlSiO) that improve the amorphosity, homogeneity and microstructural density of the binder compared to that of samples synthesised with sole 10 M NaOH.

摘要

本研究评估了硅酸钠模数(M)和养护温度对二元混合碱激发火山灰和石灰石粉砂浆强度及微观结构的影响。砂浆样品制备时,将硅酸钠/10M氢氧化钠的质量比设定为0.5至1.5,间隔为0.25,分别对应M值为0.52、0.72、0.89、1.05和1.18,以及单独使用10M氢氧化钠的情况。样品随后在室温环境下放置,在烘箱中养护时温度保持在45至90°C,间隔为15°C,养护24小时。在75°C养护的M值为0.89时,28天可达到的最大强度为27MPa。与硅酸钠/10M氢氧化钠活化剂联合使用相比,单独使用10M氢氧化钠活化剂合成的样品得到的粘结剂28天抗压强度较低(15MPa)。结果还表明,在低温(25°C至45°C)下养护不利于强度发展,而较高的养护温度则能积极促进强度发展。使用硅酸钠/10M氢氧化钠联合活化剂时,在养护12小时内可实现超过70%的28天抗压强度。X射线衍射(XRD)、傅里叶变换红外光谱(FTIR)以及扫描电子显微镜+能谱分析(SEM+EDX)表征显示,与单独使用10M氢氧化钠合成的样品相比,硅酸钠/10M氢氧化钠联合活化导致钙长石(CaAlSiO)、钙黄长石(CaO.AlO.SiO)和钠长石(NaAlSiO)的形成,从而改善了粘结剂的非晶性、均匀性和微观结构密度。

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