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包含多组分前驱体的防护性地质聚合物涂层:制备与基本性能表征

Protective Geopolymer Coatings Containing Multi-Componential Precursors: Preparation and Basic Properties Characterization.

作者信息

Jiang Chenhui, Wang Aiying, Bao Xufan, Chen Zefeng, Ni Tongyuan, Wang Zhangfu

机构信息

Key Laboratory of Marine Materials and Related Technologies, Zhejiang Key Laboratory of Marine Materials and Protective Technologies, Ningbo Institute of Materials Technology and Engineering, Chinese Academy of Sciences, Ningbo 315201, China.

Hongrun Construction Group Co., Ltd., Shanghai 200235, China.

出版信息

Materials (Basel). 2020 Aug 5;13(16):3448. doi: 10.3390/ma13163448.

DOI:10.3390/ma13163448
PMID:32764321
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC7476036/
Abstract

This paper presents an experimental investigation on geopolymer coatings (GPC) in terms of surface protection of civil structures. The GPC mixtures were prepared with a quadruple precursor simultaneously containing fly ash (FA), ground granulated blast-furnace slag (GBFS), metakaolin (MK), and Portland cement (OPC). Setting time, compressive along with adhesive strength and permeability, were tested and interpreted from a perspective of potential applications. The preferred GPC with favorable setting time (not shorter than 120 min) and desirable compressive strength (not lower than 35 MPa) was selected from 85 mixture formulations. The results indicate that balancing strength and setting behavior is viable with the aid of the multi-componential precursor and the mixture design based on total molar ratios of key oxides or chemical elements. Adhesive strength of the optimized GPC mixtures was ranged from 1.5 to 3.4 MPa. The induced charge passed based on a rapid test of coated concrete specimens with the preferred GPC was 30% lower than that of the uncoated ones. Setting time of GPC was positively correlated with [Si/(Na+Al)]. An abrupt increase of setting time occurred when the molar ratio was greater than 1.1. Compressive strength of GPC was positively affected by mass contents of ground granulated blast furnace slag, metakaolin and ordinary Portland cement, and was negatively affected by mass content of fly ash, respectively. Sustained seawater immersion impaired the strength of GPC to a negligible extent. Overall, GPC potentially serves a double purpose of satisfying the usage requirements and achieving a cleaner future.

摘要

本文针对地质聚合物涂层(GPC)在土木结构表面防护方面展开了实验研究。GPC混合物由同时包含粉煤灰(FA)、磨细粒化高炉矿渣(GBFS)、偏高岭土(MK)和波特兰水泥(OPC)的四重前驱体制备而成。从潜在应用的角度对凝结时间、抗压强度以及粘结强度和渗透性进行了测试与解读。从85种混合料配方中选出了具有良好凝结时间(不短于120分钟)和理想抗压强度(不低于35MPa)的优选GPC。结果表明,借助多组分前驱体以及基于关键氧化物或化学元素总摩尔比的混合料设计,平衡强度和凝结性能是可行的。优化后的GPC混合物的粘结强度在1.5至3.4MPa范围内。基于对涂覆有优选GPC的混凝土试件的快速测试,其感应电荷比未涂覆试件的低30%。GPC的凝结时间与[Si/(Na+Al)]呈正相关。当摩尔比大于1.1时,凝结时间会突然增加。GPC的抗压强度分别受到磨细粒化高炉矿渣、偏高岭土和普通波特兰水泥质量含量的正向影响,以及粉煤灰质量含量的负向影响。持续海水浸泡对GPC强度的损害程度可忽略不计。总体而言,GPC有可能同时满足使用要求并实现更清洁的未来这一双重目标。

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