苏州混凝土水泥制品研究院有限公司

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发布时间:2020-01-06 00:00:00
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高速机械粉磨对油基钻屑灰渣活性的影响
高速机械粉磨对油基钻屑灰渣活性的影响
  • 张显河1,文 华1,*,郑 召1,包志涛1,余伟豪2,雷 旭1,范 伟1
2024年第2期
摘要
引用本文
摘   要:对油基钻屑灰渣进行了高速机械粉磨处理,研究了粉磨时间(0~7 min)对灰渣粒径分布和比表面积的影响,分析了掺灰渣胶砂试件的力学性能,并进行了XRD、SEM、FTIR微观分析。结果表明:与未粉磨处理的灰渣相比,粉磨3 min灰渣的粒径分布范围缩小至1.220~40.100 μm,D50降低了60.9%,比表面积增大了27.6%;与其他粉磨时间的灰渣相比,用粉磨3 min的灰渣等质量取代30%水泥所制备的胶砂试件的28 d抗压强度最高,28 d抗折强度也较高;适宜的粉磨时间能够促进灰渣中的活性SiO2、Al2O3等与水泥水化产物Ca(OH)2发生二次水化反应,生成C-S-H凝胶和AFt,提高胶砂结构的密实度。 Abstract: High-speed mechanical grinding treatment was carried out on oil-based drilling cuttings ash, and the effect of grinding time(0~7 min) on the particle size distribution and specific surface area of the oil-based drilling cuttings ash was studied. The mechanical properties of the mortar specimens mixed with oil-based drilling cuttings ash were analyzed, and XRD, SEM and FTIR microscopic analysis were conducted. The results show that compared with the oil-based drilling cuttings ash without grinding treatment, the particle size distribution range of the oil-based drilling cuttings ash after grinding for 3 min is reduced to 1.220~40.100 μm, the D50 is decreased by 60.9%, and the specific surface area is increased by 27.6%. Compared with the oil-based drilling cuttings ash from other grinding times, the 28 d compressive strength of the mortar specimens prepared by replacing 30% cement with oil-based drilling cuttings ash from grinding for 3 min is the highest, and the 28 d flexural strength is high. The appropriate grinding time can promote the secondary hydration reaction between the active SiO2, Al2O3, etc. in the oil-based drilling cuttings ash and the cement hydration product Ca(OH)2 to generate C-S-H gel and AFt, thus improving the structural compactness of the mortar.
张显河,文华,郑召,等.高速机械粉磨对油基钻屑灰渣活性的影响[J].混凝土与水泥制品,2024(2):88-92. ZHANG X H,WEN H,ZHENG Z,et al.Effect of high-speed mechanical grinding on activity of oil-based drilling cuttings ash[J].China Concrete and Cement Products,2024(2):88-92.
大掺量固废混凝土的制备及性能研究
大掺量固废混凝土的制备及性能研究
  • 钱耀丽1,2,刘远祥3,王 琼1,2
2024年第2期
摘要
引用本文
摘   要:将粉煤灰、矿粉、不同类型的钢渣粉按不同质量比(mF∶mK∶mG分别为60∶32∶8、60∶28∶12、60∶24∶16、50∶40∶10、50∶35∶15、50∶30∶20)制备了三元复合掺合料,确定了最佳钢渣粉类型和mF∶mK∶mG。在此基础上,通过调整砂率、水胶比、减水剂掺量等方式制备了大掺量固废混凝土(固废总量≥70%),研究了其工作性、力学及耐久性能。结果表明:综合考虑胶砂流动度、三元复合掺合料的活性指数、经济性和环境效益,推荐选用原状钢渣粉,并控制mF∶mK∶mG为60∶32∶8;制备的大掺量固废混凝土的工作性、力学及耐久性能均较好,满足相关设计要求,并推荐采用聚羧酸减水剂,不推荐采用以萘系减水剂与脂肪族减水剂复配而成的复合减水剂。 Abstract: A ternary composite admixture was prepared by using fly ash, mineral powder, and different types of steel slag powder in different mass ratios (mF∶mK∶mG of 60∶32∶8, 60∶28∶12, 60∶24∶16, 50∶40∶10, 50∶35∶15, 50∶30∶20, respectively), and the optimal type of steel slag powder and mF∶mK∶mG were determined. On this basis, the concrete with high content of solid waste(≥70%) was prepared by adjusting sand ratio, water-cement ratio, and water reducing agent content, and its workability, mechanical properties, and durability were studied. The results show that considering the fluidity of the mortar, the activity index of the ternary composite admixture, economic and environmental benefits, it is recommended to choose the original steel slag powder and control the mF∶mK∶mG of 60∶32∶8. The workability, mechanical properties, and durability of the prepared concrete with high content of solid waste are good, meeting relevant design requirements. In addition, it is recommended to use polycarboxylate water reducing agent, and it is not recommended to use composite water reducing agent composed of naphthalene based water reducing agent and aliphatic water reducing agent.
钱耀丽,刘远祥,王琼.大掺量固废混凝土的制备及性能研究[J].混凝土与水泥制品,2024(2):93-96. QIAN Y L,LIU Y X,WANG Q.Study on preparation and properties of concrete with high content of solid waste[J].China Concrete and Cement Products,2024(2):93-96.
采空区治理用尾矿砂注浆材料的制备及性能研究
采空区治理用尾矿砂注浆材料的制备及性能研究
  • 余 熠,石研然,朱鹏飞,张 栋,彭 涛
2024年第2期
摘要
引用本文
摘   要:为了解决常用的矿山采空区治理用注浆材料凝结时间长、析水率高、结石率低、水下浇筑时水泥流失量大、硬化后易脱空等问题,制备了一种尾矿砂注浆材料,并通过添加性能调节剂CA-Ⅳ、调整原材料配比对其性能进行了优化。结果表明:优化后的尾矿砂注浆材料工作性得到明显改善,凝结时间大幅缩短,24 h竖向膨胀率、结石率和28 d抗压强度均有大幅提高,水泥流失量显著降低。 Abstract: In order to solve the problems of long setting time, high water precipitation rate, low stone rate, large cement loss during underwater pouring, and easy void formation after hardening of commonly used grouting materials for mining goaf treatment, a tailings sand grouting material was prepared, and its performance was optimized by adding performance regulator CA-Ⅳ and adjusting the compatibility of raw materials. The results show that the workability of the optimized tailings sand grouting material is significantly improved, the setting time is greatly shortened, the 24 h vertical expansion rate, stone rate and 28 d compressive strength are significantly improved, and the cement loss is significantly reduced.
余熠,石研然,朱鹏飞,等.采空区治理用尾矿砂注浆材料的制备及性能研究[J].混凝土与水泥制品,2024(2):97-99,103. YU Y,SHI Y R,ZHU P F,et al.Preparation and performance study of tailings sand grouting material for mining goaf treatment[J].China Concrete and Cement Products,2024(2):97-99,103.
不同活化方式对钼尾矿粉性能的影响
不同活化方式对钼尾矿粉性能的影响
  • 陈荣健1,孟维琦2,*,范佳志1,杨 鹰2,马昆林2,宋一平2,杜彦昕2
2024年第2期
摘要
引用本文
摘   要:研究了不同活化方式(物理活化、物理-热复合活化、热-物理复合活化、物理-化学复合活化)对钼尾矿粉粒度、细度、比表面积、活性的影响,探究了活化钼尾矿粉的掺量(0~30%)对胶砂抗折、抗压强度的影响,并进行了SEM分析。结果表明:与未活化钼尾矿粉相比,几种活化钼尾矿粉的细度和比表面积显著增大,粒径显著减小,且均主要分布在10~100 μm之间;几种活化钼尾矿粉的7 d、28 d活性指数均相差不大,且分别不低于70%、60%;与基准组相比,掺活化钼尾矿粉试件的7 d、28 d抗折、抗压强度均降低,内部结构相对疏松,且存在孔洞和微裂缝。 Abstract: The effects of different activation methods (physical activation, physical-thermal composite activation, thermal-physical composite activation, and physical-chemical composite activation) on the particle size, fineness, specific surface area, and activity of molybdenum tailings powder were studied, and the effects of the content of activated molybdenum tailings powder (0~30%) on the flexural and compressive strength of the mortar were investigated, and the SEM analysis was conducted. The results show that compared with unactivated molybdenum tailings powder, the fineness and specific surface area of several activated molybdenum tailings powder significantly increase, while the particle size significantly decreases, and the particle size is mainly distributed between 10~100 μm. The 7 d and 28 d activity index of several activated molybdenum tailings powders are similar, and are not less than 70% and 60%, respectively. Compared with the black group, the 7 d and 28 d flexural and compressive strength of the specimens with activated molybdenum tailings powder decrease, and the internal structure is relatively loose with pores and microcracks.
陈荣健,孟维琦,范佳志,等.不同活化方式对钼尾矿粉性能的影响[J].混凝土与水泥制品,2024(2):100-103. CHEN R J,MENG W Q,FAN J J,et al.Effect of different activation methods on properties of molybdenum tailings powder[J].China Concrete and Cement Products,2024(2):100-103.
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