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钙废料作为低钙粉煤灰地质聚合物的添加剂。

Calcium wastes as an additive for a low calcium fly ash geopolymer.

作者信息

Chindaprasirt Prinya, Rattanasak Ubolluk

机构信息

Department of Civil Engineering, Faculty of Engineering, Sustainable Infrastructure Research and Development Center, Khon Kaen University, Khon Kaen, 40002, Thailand.

Academy of Science, Royal Society of Thailand, Dusit, Bangkok, 10300, Thailand.

出版信息

Sci Rep. 2023 Sep 28;13(1):16351. doi: 10.1038/s41598-023-43586-w.

Abstract

A geopolymer is a low-carbon cement based on the utilization of waste ash in alkali-activated conditions. Coal fly ash is widely used as a source material for geopolymer synthesis since it contains a sufficient amount of reactive alumina and silica for geopolymerization. Geopolymer products are known to have beneficial fire resistance and mechanical properties. Class F or low-calcium fly ash (LCFA) is generally used as a primary aluminosilicate source; however, heat curing is required to complete the reaction and hardening process and achieve a strong composite. Furthermore, calcium additives are often required to improve the strength of LCFA geopolymers. This paper presents the potential of reusing calcium waste for this purpose. Three calcium wastes, namely calcium carbide residue (CCR), limestone waste, and waste cement (WC) slurry in powder form were used as additives and compared with the use of ordinary Portland cement (OPC). LCFA was replaced with the calcium additives at 20%. However, 20% CCR resulted in flash setting, hence 5% CCR was used instead. A durability test using 3% HCl solution was also performed. The results showed that the reactivity of calcium additives played an important role in strength development. In the calcium-aluminosilicate-alkali system, calcium silicate hydrate (CSH) and calcium aluminosilicate hydrate (CASH) were formed. The maximum strength of 21.9 MPa was obtained from the OPC/LCFA geopolymer, and 3% HCl solution had a deleterious effect on the strength. OPC and CCR were favorable reactive sources of calcium compounds to blend with LCFA. From the thermogravimetric results, lower thermal weight changes with higher strength gains were achieved. Low CaCO decomposition at 750 °C according to the TGA curves indicated the more formation of thermally stable CSH and high compressive strength of Ca/LCFA geopolymers.

摘要

地质聚合物是一种基于在碱激活条件下利用废灰的低碳水泥。粉煤灰被广泛用作地质聚合物合成的原料,因为它含有足够量的活性氧化铝和二氧化硅用于地质聚合反应。已知地质聚合物产品具有良好的耐火性和机械性能。F类或低钙粉煤灰(LCFA)通常用作主要的铝硅酸盐来源;然而,需要热养护来完成反应和硬化过程并获得高强度的复合材料。此外,通常需要添加钙添加剂来提高LCFA地质聚合物的强度。本文介绍了为此目的再利用钙废料的潜力。三种钙废料,即电石渣(CCR)、石灰石废料和粉末形式的废水泥(WC)浆被用作添加剂,并与普通硅酸盐水泥(OPC)的使用进行比较。用钙添加剂以20%的比例替代LCFA。然而,20%的CCR导致速凝,因此改用5%的CCR。还进行了使用3%盐酸溶液的耐久性试验。结果表明,钙添加剂的反应性在强度发展中起重要作用。在钙-铝硅酸盐-碱体系中,形成了水化硅酸钙(CSH)和水化铝硅酸钙(CASH)。OPC/LCFA地质聚合物获得的最大强度为21.9MPa,3%的盐酸溶液对强度有有害影响。OPC和CCR是与LCFA混合的有利的钙化合物反应源。从热重分析结果来看,实现了较低的热重量变化和较高的强度增益。根据热重曲线,在750°C时较低的碳酸钙分解表明Ca/LCFA地质聚合物中形成了更多热稳定的CSH和较高的抗压强度。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/0860/10539504/8bf74f721af7/41598_2023_43586_Fig1_HTML.jpg

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