纳米黏土对大掺量粉煤灰砂浆性能的影响

王艳; 同月苹; 张少辉; 敬垚; 胡游

doi:10.13204/j.gyjz202002018

纳米黏土对大掺量粉煤灰砂浆性能的影响

doi: 10.13204/j.gyjz202002018

王艳¹,
同月苹^1, ,,
张少辉¹,
敬垚¹,
胡游²

1. 西安建筑科技大学材料科学与工程学院, 西安 710055;
2. 中国建筑设计研究院有限公司, 北京 100044

基金项目:

国家自然科学基金项目（51878549）。

详细信息

作者简介:
王艳,女,1982年出生,博士,副教授。

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- 被引次数: 0
出版历程
- 收稿日期: 2019-11-10

EFFECTS OF NANO-CLAY ON THE PROPERTIES OF MORTAR WITH HIGH-VOLUME FLY ASH

1. College of Materials Science and Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China;
2. China Architecture Design & Research Group, Beijing 100044, China

摘要

摘要: 针对大掺量粉煤灰胶凝体系早期强度较低的缺点，研究了纳米黏土掺量（0.6%~1.0%）、水胶比（0.4、0.45和0.5）及粉煤灰掺量（50%~70%）对大掺量粉煤灰胶凝体系的流动度、抗压强度及抗折强度的影响规律。结果表明：粉煤灰胶凝体系的粉煤灰量越多，体系的流动性越高，抗压强度和抗折强度越低；纳米黏土的掺入导致大掺量粉煤灰胶凝体系的流动度降低，且掺量越大，流动度越低，下降幅度在13.0%~29.6%；纳米黏土的掺入可以明显提高大掺量粉煤灰胶凝体系的28 d抗压强度，提升幅度在37.5%~49.5%，且对于60%粉煤灰掺量的体系来说，最佳纳米黏土掺量为0.6%；纳米黏土也提高了大掺量粉煤灰胶凝体系的抗折强度，提升幅度在15%~20%。
- 大掺量粉煤灰 /
- 纳米黏土 /
- 流动度 /
- 力学性能
Abstract: In the paper, nano-clay (NC) was used to modify the properties of cementitious system with high-volume fly ash (FA) to overcome the disadvantage of low strength. The effects of NC content (0.6%~1.0%), water-binder ratio (0.4, 0.45, 0.5), and fly ash (FA) content (50%~70%) on the fluidity, compressive strength and flexural strength of the cementitious system with high-volume fly ash were studied. The results showed that the more content of FA, the higher fluidity of the system, and the lower compressive strength and flexural strength. The incorporation of NC resulted in a decrease in the fluidity of the FA cementitious system, and the more content of NC, the lower the fluidity with the decreasing range between 13.0% and 29.6%. NC could significantly improve the compressive strength of high-volume FA cementitious system within 28 days, which was between 37.5% and 49.5%. For the high-volume FA cementitious system with 60% FA, the highest compressive strength was obtained with 0.6% NC. Meanwhile, the NC increased the flexural strength of the FA cementitious system by between 15% and 20%.
- high-volume fly ash /
- nano-clay /
- fluidity /
- mechanical properties

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参考文献(15)

魏风艳, 许仲梓. 粉煤灰抑制ASR的机制[J]. 材料科学与工程学报, 2005, 23(5):537-541.

王智, 钱觉时. 可持续发展与粉煤灰的建材资源化[J]. 粉煤灰综合利用, 1999(2):41-45.

BILODEAU A, MALHOTRA V M. High-Volume Fly Ash System:Concrete Solution for Sustainable Development[J]. Materials Journal, 2000, 97(1):41-48.

陶新明, 周翔, 廖飞宇, 等. 化学激活剂对大掺量粉煤灰泡沫混凝土抗压强度和抗折强度的影响[J]. 福建建设科技, 2018(6):36-38.

PAYA J, BORRACHERO M V E.Mechanical Treatment of Fly Ashes:Part IV. Strength Development of Ground Fly Ash-Cement Mortars Cured at Different Temperatures[J].Cement and Concrete Research, 2000, 30(4):543-551.

GOÑI S, LUXAN M P, MACÍAS A. Activation of the Fly Ash Pozzolanic Reaction by Hydrothermal Conditions[J]. Cement and Concrete Research, 2003, 33(9):1399-1405.

WANG K, SHAH S P, MISHULOVICH A. Effects of Curing Temperature and NaOH Addition on Hydration and Strength Development of Clinker-Free CKD-Fly Ash Binders[J]. Cement and Concrete Research, 2004, 34(2):299-309.

BABAIAN P M, WANG K, MISHULOVICH A, et al. Effect of Mechanochemical Activation on Reactivity of Cement Kiln Dust-Fly Ash Systems[J]. ACI Materials Journal, 2003, 100(1):55-62.

汤青青, 张丽娟, 孙国文, 等. 三乙醇胺-氢氧化钙对大掺量粉煤灰水泥胶凝体系早期活性激发[J]. 硅酸盐通报, 2018, 37(9):2737-2742.

黄煜镔, 陈剑雄. 大掺量粉煤灰掺合料中超细矿渣的作用[J]. 四川建筑科学研究, 2001, 27(4):65-67

,70.

陆银平, 张玉德. 纳米粘土的制备及应用研究进展[J]. 化工新型材料, 2009, 37(10):8-10.

QIAN J, SHI C, WANG Z. Activation of Blended Cements Containing Fly Ash[J]. Cement and Concrete Research, 2001, 31(8):1121-1127.

NORHASRI M S M, HAMIDAH M S, FADZIL A M. Applications of Using Nano Material in Concrete:A Review[J]. Construction and Building, 2017, 133(15):91-97.

NAZARI A, RIAHI S. The Effects of Zinc Dioxide Nanoparticles on Flexural Strength of Self-Compacting Concrete[J]. Composites Part B:Engineering, 2011, 42(2):167-175.

MENG T, YU Y, QIAN X, et. al. Effect of Nano-TiO₂ on the Mechanical Properties of Cement Mortar[J]. Construction and Building Materials, 2012, 29:241-245.

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