曹晓凡, 唐亦川, 邓念东, 尚 慧, 王 毅. 基于重复正交试验的风积砂膏体充填材料配比[J]. 煤矿安全, 2020, 51(9): 65-70.
    引用本文: 曹晓凡, 唐亦川, 邓念东, 尚 慧, 王 毅. 基于重复正交试验的风积砂膏体充填材料配比[J]. 煤矿安全, 2020, 51(9): 65-70.
    CAO Xiaofan, TANG Yichuan, DENG Niandong, SHANG Hui, WANG Yi. Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test[J]. Safety in Coal Mines, 2020, 51(9): 65-70.
    Citation: CAO Xiaofan, TANG Yichuan, DENG Niandong, SHANG Hui, WANG Yi. Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test[J]. Safety in Coal Mines, 2020, 51(9): 65-70.

    基于重复正交试验的风积砂膏体充填材料配比

    Aeolian Sand Paste Filling Material Ratio Based on Repeated Orthogonal Test

    • 摘要: 为找到适合陕北沙沟岔煤矿充填开采需要的高质量、低价格的膏体充填材料,选用风积砂作为充填骨料,以(粉煤灰、水泥、风积砂)掺量及料浆质量浓度4种因素为对象,每个对象取3个水平,采用重复正交试验研究其对充填材料坍落度、泌水率以及7 d和28 d抗压强度的影响。结果表明:料浆质量浓度对坍落度和泌水率影响最为显著,其余因素影响较小,当选取74%和76%的料浆质量浓度时均符合坍落度和泌水率要求;通过极差和方差分析得出,对充填体7 d和28 d抗压强度影响最显著的因素是水泥掺量,其次是粉煤灰的掺量,再次是风积砂掺量,但当风积砂掺量大于45%,不同龄期抗压强度则逐渐降低,最后料浆质量浓度对抗压强度影响最小。综合分析得到最优配比:粉煤灰为440 kg/m3,水泥为220 kg/m3,风积砂为45%,质量浓度为76%。

       

      Abstract: In order to provide a high-quality, low-price paste filling material ratio for filling and mining in Shagoucha Coal Mine in northern Shaanxi Province. In this paper, aeolian sand is used as the filling aggregate, and four factors of different (fly ash, cement, aeolian sand) and slurry mass concentration are used as the objects, three levels were taken from each object, and the effect of these levels on the slump, bleeding rate, and compressive strength of the filling material at 7 days and 28 days was studied by means of a repetitive orthogonal experiment. The results showed that: the slurry concentration had the most significant influence on the slump and the bleeding rate, and the other factors had less influence; when the slurry mass concentration of 74% and 76% was selected, the requirements of slump and bleeding rate were met. Through the analysis of range and variance, it is found that the most obvious and most important factor for the compressive strength of the filling body at 7 days and 28 days is the cement content, followed by the amount of fly ash, and then the amount of aeolian sand, but, when the amount of aeolian sand is more than 45%, the compressive strength at different ages is gradually reduced. Finally, the slurry mass concentration has the least influence on the compressive strength. Through comprehensive analysis, the optimal ratio was obtained: the fly ash was 440 kg/m3, the cement was 220 kg/m3, the eoluvial sand was 45%, and the mass concentration was 76%.

       

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