尾矿砖配合比.docx
1尾矿砖配合比表1尾矿砖配合比（g）含水率15%编号11b尾矿湿重11h尾矿干重m（矿渣）HlF（粉煤灰）11）Si（硅粉）mx(Na2SO4)11nh(NaOH)IDc（水泥）11h水胶比70%17.40%1%11.60%WN-70-6:4-l24152100522303487000.48370%16.20%3%10.80%WN-70-6:4-324152100486903247000.48370%20.30%1%8.70%WN-70-7:3-l24152100609302617000.48370%18.90%3%8.10%WN-70-7:3-324152100567902437000.48370%17.40%1.00%11.60%WrNH-70-64-l24152100522303487000.48370%16.80%2.00%11.20%WNH-70-6:4-224152100504603367000.48370%8.70%8.70%1%11.60%WN-70-3:3:4-l-Si24152100261261303487000.48370%8.70%8.70%1%11.60%WN-70-3:3:4-l-F24152100261261303487000.48317.40%70%1%11.60%FN-70-6:4-l5222415303487000.4832强度测试结果表2尾矿强度测试结果编号抗折强度（MPa）抗压强度（MPa）按1.6折算3d抗折平均7d抗折平均28d抗折平均3d抗压平均7d抗压平均28d抗压平均2.9810.580.81.92.7110.76WN-70-6:4-l0.60.72.12.02.761.769.546.242.829.073.2215.840.73.23.6720.09WN-70-6:4-30.90.83.63.43.442.1518.2610.983.4416.092.6117.290.23.42.118.20WN-70-7:3-l0.30.253.03.22.31.4519.4911.452.318.327.618.791.154.86.2818.61WN-70-7:3-30.80.9754.24.55.633.9818.9611.505.9917.278.3211.768.731.13.212.62WNH-70-6:4-l1.42.657.775.098.401.42.17.7415.3514.051.0WNH-70-6:4-21.71.72.42.67.594.3810.536.611.72.87.0310.936.5310.566.8610.292.5711.470.93.62.979.78ttrN-70-334-l-Si0.90.93.03.33.962.0718.218.413.7814.351.27.620.151.21.156.8WN-70-3:3:4T-F0.150.151.41.31.250.568.024.791.08.2116.816.971.352.517.6419.06FN-70-6:4-l1.351.353.02.7518.6611.2618.9011.6718.9620.58对比WN-70-64-l与WN-70-6:4-3及WN-70-7:3-1与WN-70-7:33的3天抗压、抗折强度，可知NazSCh的量增加，抗压、抗折强度增加。对比WNH-70-6:4-1WNH-70-6:4-2的3天抗压、抗折强度，可知Nac)H的量增加，抗压、抗折强度降低。保持矿渣：水泥二6:4,胶凝材料(K+C+Na2SO4)占30%,WN-70-6:4-1的强度VWN-70-6:4-3,说明增大Na2SO4,可增加强度，可进一步提高Na2SO41减少水泥用量C同理，WN-70-7:3-l的强度VWN-70-7:33,也可得到类似规律。WN-70-643(2.15)的抗压、抗折强度VWN-70-733(3.98MPa),说明增大矿渣的量，减少水泥的量,在相同量NazSd的激发下能更好的激发活性，并提高强度。可继续延伸试验。采用粉煤灰，硅灰替代K的30%,(抗压强度WN-70-334l-Si>WN-70-6:4-l>WN-70-3:3:4-lF)强度增加不明显。对比前2次试验，尾矿掺量70%,WN-70-7:3-398MPa)3天强度最大，为最优组Q可在其基础上延伸C关于地质聚合物试验，FN-70-64-l配合比的3天强度11.26MPa,下次试验可考虑(通过咨询，文献参考，老师的计算方法等)：K:(F+激发剂)=7:3,加入钢纤维VOIl骑，2%,3%,可达到IOoMPa以上。20180727赵宣
