首页|矿粉-再生微粉-水玻璃旧砂超细粉磨协同制备地聚合物试验研究

矿粉-再生微粉-水玻璃旧砂超细粉磨协同制备地聚合物试验研究

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为研究矿粉-再生微粉-水玻璃旧砂超细粉磨协同制备地聚合物的可行性,开展了粉磨参数、不同再生微粉掺量、不同粉磨细度,不同赤泥掺量下的地聚合物力学性能、耐久性能、重金属浸出试验研究.结果表明:最佳粉磨参数为振动磨填充率40%,料球比1∶12;最佳粉磨细度700 m2/kg;在此基础上,地聚合物基材最佳配比为矿粉70%,再生微粉20%,水玻璃旧砂微粉10%,其中激发剂的最佳配比(占基材总质量)为P·O52.5水泥15%,赤泥2.5%,脱硫石膏2.5%.铜、铅、镍、锌、镉重金属的浸出率都在0.2%以内.
Experimental study on synergistic preparation of geopolymers by ultrafine grinding of mineral powder-regenerated micropowder-sodium silicate used sand
In order to study the feasibility of synergic preparation of geopolymers by ultrafine grinding of mineral powders-re-generated micro-powders-sodium silicate used sand,experiments were carried out on the mechanical properties,durability and heavy metal leaching of geopolymers under different grinding parameters,different amounts of regenerated micro-powders-different grinding fineness and different amounts of red mud.The results show that the best grinding parameters are the filling rate of vibration mill 40%and the ratio of feed to ball 1∶12.The best grinding fineness is 700 m2/kg.On this basis,the optimal ratio of geopolymer substrate is 70%mineral powder,20%reclaimed micropowder,10%sodium silicate used sand micropowder.The optimal ratio of activator(accounting for substrate percentage)is 15%P·O52.5 cement,2.5%red mud,2.5%desulfurized gypsum.The leaching percentage of copper,lead,nickel,zinc and cadmium were all within 0.2%.

regenerated micropowderwater glass used sandgeopolymersultrafine grindingstrength

李蕾蕾、康智明、冯泽平、辛江辉

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中国电建集团西北勘测设计研究院有限公司,陕西西安 710000

再生微粉 水玻璃旧砂 地聚合物 超细粉磨 强度

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(2)
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