基于三率值的多源固化剂配置方法研究

    An approach of proportioning multi-source curing agents based on three chemical moduli

    • 摘要: 工业废弃物的有效利用是一个重要研究课题,不少研究将其运用于各行业,以期大幅度减少水泥或者石灰用量。但此类材料的使用以及掺量的配比通常依赖于大量试验与经验,缺乏合理配比方法的指导方法。本文以钢渣、粉煤灰、磷石膏‌‌等常见工业固废为材料,通过石灰基多源固化土无侧限抗压强度试验、扫描电镜试验和神经网络方法分析三率值对固化土强度性状和微观结构的影响规律。研究结果表明:以三率值为依据的固化土试验组具有较高强度,同时发现钙硫比对固化土强度也有重要影响,进而提出了三率值联合钙硫比的多源固化剂配比设计优化方法,揭示了氧化物与棒状AFt凝胶微观结构对固化土强度的影响机理,明确了三率值和钙硫比诱发固化土微观结构变化的发展规律,构建了固化土强度与孔隙总体面积、孔隙数量、孔隙大小的关联性。

       

      Abstract: The effective utilization of industrial surplus is an important issue in many industries for reducing the amount of cement or lime by a large margin. However, the application and the methods determining dosage ratio of such materials usually rely on a large number of experiments and experience, lacking guiding principles for reasonably proportioning methods. This study aims at proposing an approach for designing dosage ratio of multi-source curing agents, taking common industrial solid wastes of steel slag, fly ash, phosphogypsum and lime as an example. The unconfined compressive strength tests were performed on the stabilized samples for identifying the influence of three chemical moduli on strength behavior. The scanning electron microscopy tests and the neural network method were also carried out for understanding the changing law in micro-behavior with different three chemical moduli. The research results show that the solidified samples within the range of three chemical moduli has a higher strength than those out of the scope. It is also found that the calcium sulfur ratio has a significant impact on the strength of the solidified samples. Consequently, the optimization method is proposed for determining the proportions of the multi-source curing agents based on the three chemical moduli combining with the calcium sulfur ratio. The mechanism responsible for the influence of oxide and rod AFt gel microstructure on the strength of the solidified samples is revealed by linking the macro- and micro- behaviour. The changing patterns of microstructure induced by the change in three chemical moduli and the calcium sulfur ratio are understood. The correlations between the strength behavior and the overall area, number and size of pores are established.

       

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