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基于各类纳米改性剂的高科技自密实混凝土混合物的研发

Development of High-Tech Self-Compacting Concrete Mixtures Based on Nano-Modifiers of Various Types.

作者信息

Stel'makh Sergey A, Shcherban' Evgenii M, Beskopylny Alexey, Mailyan Levon R, Meskhi Besarion, Beskopylny Nikita, Zherebtsov Yuriy

机构信息

Department of Engineering Geology, Bases, and Foundations, Don State Technical University, 344003 Rostov-on-Don, Russia.

Department of Transport Systems, Faculty of Roads and Transport Systems, Don State Technical University, 344003 Rostov-on-Don, Russia.

出版信息

Materials (Basel). 2022 Apr 8;15(8):2739. doi: 10.3390/ma15082739.

Abstract

Promising areas of concrete material science are maximum greening, reducing the carbon footprint, and, at the same time, solving the problems of increasing the cost of raw materials using industrial waste as modifiers for self-compacting concrete mixtures. This study aimed to review, investigate and test from the point of view of theory and practice the possibility of using various industrial types as a nano-modifier in self-compacting concrete with improved performance. The possibility of nano-modification of self-compacting concrete with a complex modifier based on industrial waste has been proved and substantiated theoretically and experimentally. The possibility of improving the technological properties of concrete mixtures using such nanomodifiers was confirmed. The recipe and technological parameters of the process were revealed and their influence on the characteristics of concrete mixes and concretes were expressed and determined. Experimental technological and mathematical dependencies between the characteristics of the technological process and raw materials and the characteristics of concrete mixtures and concretes were determined. The optimization of these parameters was carried out, a theoretical substantiation of the obtained results was proposed, and a quantitative picture was presented, expressed in the increment of the properties of self-compacting concrete mixtures using nano-modifiers from industrial waste concretes based on them. The mobility of the concrete mixture increased by 12%, and the fluidity of the mixture increased by 83%. In relation to the control composition, the concrete strength increased by 19%, and the water resistance of concrete increased by 22%. The ultimate strains decreased by 14%, and elastic modulus increased by 11%.

摘要

混凝土材料科学的前景领域包括最大限度地实现绿色化、减少碳足迹,同时利用工业废料作为自密实混凝土混合物的改性剂来解决原材料成本增加的问题。本研究旨在从理论和实践的角度回顾、研究和测试使用各种工业类型作为纳米改性剂来改善自密实混凝土性能的可能性。基于工业废料的复合改性剂对自密实混凝土进行纳米改性的可能性已在理论和实验上得到证明和证实。使用这种纳米改性剂改善混凝土混合物技术性能的可能性得到了确认。揭示了该工艺的配方和技术参数,并确定了它们对混凝土混合物和混凝土特性的影响。确定了工艺过程和原材料特性与混凝土混合物和混凝土特性之间的实验技术和数学相关性。对这些参数进行了优化,对所得结果提出了理论依据,并给出了一个定量描述,即使用基于工业废料混凝土的纳米改性剂后自密实混凝土混合物性能的增量。混凝土混合物的流动性提高了12%,混合物的流动性提高了83%。与对照组合物相比,混凝土强度提高了19%,混凝土的耐水性提高了22%。极限应变降低了14%,弹性模量提高了11%。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1fb1/9025274/eabedbf66ad1/materials-15-02739-g001.jpg

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