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大掺量矿渣-水泥复合胶凝材料体系的性能研究 被引量:10

Properties of cement pastes containing high volume granulated blast furnace slag(GBFS)
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摘要 研究了不同细度矿渣对水泥基复合胶凝材料性能的影响,分析了复合胶凝材料体系的力学性能,并采用扫描电子显微镜(SEM)、压汞法(MIP)、热分析(TG-DTG)测试了矿渣-水泥复合胶凝材料体系的微观结构及水化产物,结果显示:矿渣的掺量对复合胶凝材料体系性能具有较大影响,具体表现为50%~70%矿渣掺量范围内,随掺量的增大,硬化浆体孔渗流程度增大,力学性能降低,且该趋势与细度无关;矿渣细度降低,可细化硬化浆体孔结构,降低孔的渗流程度,水化产物显著增多,微观结构更加密实,从而对力学性能起到正效应。 The effect of slag fineness on the properties of cement-based composite cementitious materials was investigated.The mechanical properties of the composite cementitious material system were analyzed.The microstructure and hydration products were analyzed by scanning electron microscope(SEM),mercury intrusion porosimetry(MIP)and thermal analysis(TG-DTG).The results showed that the slag dosage significantly influences the properties of the cementitious materials.The seepage degree of pores increases with the increment of slag dosage in the range of 50%~70%,regardless of slag fineness.The pore structure of hardened pastes was refined when the fineness of slag decreases.Meanwhile,the seepage degree of pores reduces due to more hydration products,which generates more compact microstructure and benefits the mechanical properties of cementitious materials.
作者 贺行洋 张晨 苏英 王迎斌 杨进 陈威 Bohumír Strnadel HE Xingyang;ZHANG Chen;SU Ying;WANG Yingbin;YANG Jin;CHEN Wei;Bohumír Strnadel(School of Civil Engineering,Architecture and Environment,Hubei University of Technology,Wuhan 430068,China;Centre of Advanced and Innovation Technologies,V?譒B-Technical University of Ostrava,Ostrava-Poruba 70833,Czech Republic)
出处 《混凝土》 CAS 北大核心 2019年第9期83-87,共5页 Concrete
基金 湖北省技术创新专项重大项目(2017ACA178)
关键词 矿渣 复合胶凝材料 孔结构 微观结构 slag composite cementitious materials pore structure microstructure
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  • 1阎培渝,韩建国.复合胶凝材料的初期水化产物和浆体结构[J].建筑材料学报,2004,7(2):202-206. 被引量:20
  • 2郑克仁,孙伟,贾艳涛,张云升,郭丽萍.矿渣掺量对高水胶比水泥净浆水化产物及孔结构的影响[J].硅酸盐学报,2005,33(4):520-524. 被引量:55
  • 3阎培渝,郑峰.水泥基材料的水化动力学模型[J].硅酸盐学报,2006,34(5):555-559. 被引量:104
  • 4阎培渝,张庆欢.含粉煤灰或石英粉复合胶凝材料的抗压强度发展规律[J].硅酸盐学报,2007,35(3):263-267. 被引量:30
  • 5Mortar Industry Association. The use of ground granulated blast furnace slag and fly ash in mortar[J]. Data Sheet,2008, 16.
  • 6Fathollah S, Hashim A R, Hilmi B M, et al. Relationships between compressive strength of cement - slag mortars under air and water curing regimes[J] . Constr Build Mater, 2012, 31: 188 - 196.
  • 7Ezzian K, Bougara A, Kadri A, et al. Compressive strength of mortar containing natural pozzolan under various curing temperature[J]. Cern Concr Compos, 2007,29(8): 587 -593.
  • 8ZhouJ, Ye G, Breuge K. Hydration Process and Pore Structure of Portland Cement Paste Blended with Blast furnace Slag. Proceedings of the 6th International Symposium on Cement & Concrete and Canmet! Aci International Symposium on Concrete Technology for Sustainable Development. Xian , 2006, 1 - 7.
  • 9Ahmed H, Said K, Luc C, et al. Microstructure and durability of mortars modified with medium active blast furnace slag[J]. Constr Build Mater, 2011, 25 ( 2 ) : 1018 -1025.
  • 10MERZOUKI T, BOUASKER M, KHALIFA N, et al. Con- tribution to the modeling of hydration and chemical shrinkage of slag-blended cement at early age [J]. Constr Buil Mater, 2013, 44:368-380.

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