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三组分激发剂对高掺量粉煤灰的早期激发及其激发机理。

Early activation of high volume fly ash by ternary activator and its activation mechanism.

机构信息

School of Materials Science and Engineering, Shijiazhuang TieDao University, Shijiazhuang, 050043, China; State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, ShijiaZhuang Tiedao University, Shijiazhuang, 050043, China.

School of Materials Science and Engineering, Shijiazhuang TieDao University, Shijiazhuang, 050043, China.

出版信息

J Environ Manage. 2020 Aug 1;267:110638. doi: 10.1016/j.jenvman.2020.110638. Epub 2020 May 6.

Abstract

To solve the problems of low early strength and severe plastic cracking caused by high volume fly ash used in cement-based materials. Triethanolamine (TEA), calcium hydroxide (Ca(OH)), and sodium silicate (NaSiO) or sodium sulfate (NaSO) were selected to conduct a ternary doping test. The compressive strength of samples was measured to determine the best ratio, content, and time effect of the activator, and its action mechanism was studied by various micro test. The quantitative calculation model of main hydration products was established in the fly ash-cement system. Based on the simulation of molecular dynamics, the structure of NASH gel was studied under alkali activation. The results show that the optimal mixing mass ratio of TEA:Ca(OH):NaSiO is 2:75:25 and the optimal dosage is 1.02% of the cementitious material. There are a large number of needle-like ettringite, petaloid hydrated calcium aluminate and clusters of hydrated calcium silicate gel in the system, whereas the amount of plate-like CH decreased significantly at hydration for 14 days. The Si/Al is three and aluminium coordination is predominantly tetrahedral, and the order of bonds stability and atoms mobility are Si-O > Al-O > Na-O and Na > O > Al> in the NASH gel, respectively. Under the Na and alkali environment, the Si(OH) and Al(OH) formed polycondensation reaction to reform polymers Si-O-Si and Al-O-Si, forming a large amount of NASH gel.

摘要

为解决大掺量粉煤灰水泥基材料早期强度低和塑性开裂严重的问题,选用三乙醇胺(TEA)、氢氧化钙(Ca(OH)₂)、硅酸钠(Na₂SiO₃)或硫酸钠(Na₂SO₄)进行三元复合激发剂试验,通过测试样品的抗压强度来确定激发剂的最佳比例、掺量和作用时间,并通过多种微观试验研究其作用机理。建立了粉煤灰-水泥体系中主要水化产物的定量计算模型。基于分子动力学模拟,研究了碱激发条件下 NASH 凝胶的结构。结果表明,TEA:Ca(OH)₂:Na₂SiO₃的最佳混合质量比为 2:75:25,最佳掺量为胶凝材料的 1.02%。在体系中存在大量针状钙矾石、花瓣状水化铝酸钙和水化硅酸钙凝胶簇,而在 14 天水化龄期时板状 CH 的数量明显减少。Si/Al 为 3,铝的配位主要为四面体型,NASH 凝胶中键的稳定性和原子迁移性的顺序分别为 Si-O > Al-O > Na-O 和 Na > O > Al。在 Na 和碱性环境下,Si(OH)和 Al(OH)发生缩聚反应,重新形成聚合物 Si-O-Si 和 Al-O-Si,生成大量 NASH 凝胶。

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