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基于分散聚丙烯纤维增强复合胶凝材料的地聚合物混凝土的物理和力学性能

Geopolymer Concrete Physical and Mechanical Properties on a Combined Binder Reinforced with Dispersed Polypropylene Fiber.

作者信息

Stel'makh Sergei A, Beskopylny Alexey N, Shcherban Evgenii M, Elshaeva Diana, Chernilnik Andrei, Kuimov Denis, Evtushenko Alexandr, Oganesyan Samson

机构信息

Department of Unique Buildings and Constructions Engineering, 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

Polymers (Basel). 2025 Jun 19;17(12):1710. doi: 10.3390/polym17121710.

Abstract

Geopolymer concrete is a promising construction material that acts as an alternative to cement concrete. Unlike traditional cement concrete, geopolymers are environmentally friendly materials, the production of which does not involve significant carbon dioxide emissions. However, the structure formation and properties of geopolymers significantly depend on raw materials and are insufficiently studied. The aim of the study is to select the optimal combination of ground granulated blast furnace slag (GGBS) and fly ash (FA) as a binder and the optimal content of polypropylene fiber to create a sustainable, environmentally friendly and effective geopolymer concrete. To study various compositions of geopolymer binders selected by combining GGBS and FA, experimental geopolymer concrete mixtures and samples from them were manufactured. The density and slump of fresh concrete and the density and compressive strength of hardened composites were studied as mechanical characteristics. The microstructure of the geopolymer matrix was analyzed using optical and scanning electron microscopes. The most rational combination of GGBS 80% and FA 20% was determined, which allows obtaining a composite with the highest compressive strength of up to 31.5 MPa. A dispersion reinforcement study revealed that 0.8% polypropylene fiber (PF) is optimal. This allowed us to increase the compressive strength by 7.3% and the flexural strength by 48.7%. The geopolymer fiber concrete obtained in this study is a sustainable and environmentally friendly alternative composite material and has sufficient performance properties for its use as an alternative to cement concrete.

摘要

地质聚合物混凝土是一种很有前景的建筑材料,可作为水泥混凝土的替代品。与传统水泥混凝土不同,地质聚合物是环保材料,其生产过程不会产生大量二氧化碳排放。然而,地质聚合物的结构形成和性能很大程度上取决于原材料,且尚未得到充分研究。本研究的目的是选择粒化高炉矿渣(GGBS)和粉煤灰(FA)作为胶凝材料的最佳组合以及聚丙烯纤维的最佳含量,以制备一种可持续、环保且高效的地质聚合物混凝土。为研究通过将GGBS和FA组合而选择的各种地质聚合物胶凝材料组成,制备了实验性地质聚合物混凝土混合物及其样品。研究了新拌混凝土的密度和坍落度以及硬化复合材料的密度和抗压强度作为力学特性。使用光学显微镜和扫描电子显微镜分析了地质聚合物基体的微观结构。确定了GGBS 80%和FA 20%的最合理组合,这使得能够获得抗压强度高达31.5 MPa的复合材料。分散增强研究表明,0.8%的聚丙烯纤维(PF)是最佳的。这使我们能够将抗压强度提高7.3%,抗弯强度提高48.7%。本研究中获得的地质聚合物纤维混凝土是一种可持续且环保的替代复合材料,具有足够的性能特性,可作为水泥混凝土的替代品使用。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d75c/12196816/9f22c89dd5f8/polymers-17-01710-g001.jpg

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