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提高矿粉活性方法的研究 被引量:3

Study on improving the activity method of mineral powder
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摘要 通过物理球磨,化学激发剂两种活化方式共同来改善新疆当地的一种矿粉活性。使用正交试验,研究了球磨时间和激发剂用量对该矿粉活性影响,以及活化后矿粉掺量对胶砂试块强度的影响。试验结果表明:Na_2SO_4对该矿粉的激发效果更好,当激发剂掺量为3%,球磨时间在90~100 min时,可以有效地提高矿粉活性,且增加活性后的矿粉掺量范围扩大40%~50%,仍可以增加胶砂试块标准及后期强度,很大程度的提高了该矿粉的使用率。微观测试表明,激活后的矿粉提高了胶砂密实度,改善了胶材对砂的包裹性能,有利于钙矾石晶体的生长,促进了水泥水化。 Mechanical activation and chemical activation were chosen for two kinds of activation methods to improve the activity of mineral powder from Xinjiang.Through orthogonal test,it was ensured in milling time and excitation agent dosage,after that the influence of the strength of mortar test block adding the activation of different dosage of mineral powder was studied.Test results show edsodium sulfate excitation effect was better than sodium hydroxide,when exciting agent content was 3% and ball grinding time was 90~100 min,the activity of mineral powder dosage range could be expanded to 40%~50% but strength could also be increased in standard age and later age.It was greatly improved the utilization of mineral powder.The microtest results proved that the post-activated minerall powder increased mortar compactness and improved the coating properties of the glue to the sand.It was led directly beneficial to the growth of calcium alum crystals and promoted cement hydration.
作者 刘军 孟书灵 李晓文 李绍纯 张涛 陈旭 LIU Jun1 ,MENG Shuling1 ,LI Xiaowen1 ,LI Shaochun1,2 ,ZHANG rao1, CHEN Xu1(1 .China West Construction Group Co., Ltd. ,Urumqi 830000, China; 2.School of Civil Engineering, Qingdao Technological of University, Qingdao 266033, Chin)
出处 《混凝土》 CAS 北大核心 2018年第4期70-74,共5页 Concrete
基金 中国博士后科学基金(2016M602913) 中建西部建设股份有限公司博士后课题
关键词 矿粉 机械活化 化学活化 正交试验 胶砂强度 mineral powder mechanical activation chemical activation orthogonal test mortar strength
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  • 1Dugat J, Roux N, Bemier G. Mechanical Properties of Reactive Powder Concretes [J].Materials and Structures, 1996,29 (5): 233-240.
  • 2Olivier Bonneau, Mohamed Lachemi, Eric Dallaire, et al. Mechanical Properties and Durability of Two Industrial Reactive Powder Concretes[J]. ACI Materials Journal, 1997,94(4): 286-290.
  • 3Pierre Y, Blais, Marco Couture. Precast, Prestressed Pedestrian Bridge-world's First Reactive Powder Concrete Structure[J]. PCI Journal, 1999, (9-10) .60-71.
  • 4Shah S P, Wang K, Weiss J. Mixture Proportioning for Durable Concrete[J]. Concrete International, 2000, (9) :73-78.
  • 5Diamond S. Aspects of concrete porosity revisited [J].Cement and Concrete Research, 1999, 29 (1):1181-1188.
  • 6Mehta P K, Burrows R W. Building Durable Structures in the 21st Century[J]. Concrete International, 2001,(3):57-63.
  • 7Feodor M B. Fractals and fractal scaling in fracture mechanics[J]. International Journal of Fracture, 1999,(95):239-259.
  • 8Carpinteri A. Fractal nature of material microstructure and size effects on apparent mechanical properties [J].Mechanics of Materials, 1994,(18):89-101.
  • 9唐明.混凝土孔隙分形特征的研究[J].混凝土,2000(8):3-5. 被引量:50
  • 10唐明,王甲春,李连君.压汞测孔评价混凝土材料孔隙分形特征的研究[J].沈阳建筑工程学院学报,2001,17(4):272-275. 被引量:57

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