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辅助胶凝材料改善砼微观结构的研究 被引量:5

Investigation of improvement of concrete microstructure with auxiliary cementing materials
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摘要 以掺加复合掺合料制成的高性能细石混凝土和普通硅酸盐水泥制成的细石混凝土作为研究对象,在混凝土试样平整断面上先镀碳膜,再镀金属膜,通过扫描电镜的手段,研究了细石混凝土中的Ca(OH)2和C-S-H的形貌特征.结果表明,掺加粉煤灰后,明显取向生长的六角板状Ca(OH)2晶体数减少,C-S-H的生成量增多,混凝土内部的孔洞减少,密实性提高.说明粉煤灰的二次水化能够有效地与Ca(OH)2反应,有效改善其界面结构;矿粉也能与Ca(OH)2反应,使混凝土内部生成更多的C-S-H填充孔洞,生成有利于混凝土过渡层的大量水化物;复合掺加矿粉与粉煤灰优于单掺粉煤灰或矿粉,有效地改善了混凝土的微观结构. Taking two sorts of concrete such as high-performance fine-grained concrete with compound mixture and common concrete with silicate cement as investigation target and plating first carbon theca on the flat surface of concrete sample and then plating metal theca on top of it, the morphological feature of Ca (OH)2 and C-S-H in the concrete with fine gravel was investigated by means of SEM. The results showed that the typical hexagonal plates of Ca(OH)2 decreased and the C-S-H gel increased in the concrete mixed with fly ash,the porosity in the concrete decreased, and its density improved, showing that the secondary hydration of the fly ash with Ca(OH)2 can improve the interface microstructure of concrete effectually. Mineral powder also hydrate with Ca(OH)2 and produce greater C-S-H gel to fill in to the pores in the concrete mixed with mineral powder, generating much hydrate to improve the interface of the concrete. The results of mixing composite additive of mineral powder and fly ash of mixing is better than that fly ash only, improving even more the microstructure of the concrete.
出处 《兰州理工大学学报》 CAS 北大核心 2006年第3期126-129,共4页 Journal of Lanzhou University of Technology
基金 甘肃省重大科技成果转化基金(GS023-A52-030)
关键词 复合掺合料 水化物 微观结构 auxiliary cementing material concrete microstructure
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  • 1孙伟,严云.钢纤维高强水泥基复合材料的界面效应及其疲劳特性的研究[J].硅酸盐学报,1994,22(2):107-116. 被引量:36
  • 2亢景富.混凝土硫酸盐侵蚀研究中的几个基本问题[J].混凝土,1995(3):9-18. 被引量:160
  • 3湖南大学.建筑材料[M].天津大学:中国建筑工业出版社,1988..
  • 4DIAMOND S. The microstructure of cement paste in concrete[A]. In: Proceedings of 8th International Congress on the Chemistry of Cement[C]. Vol I, Rio de Janeiro: Finep, 1986. 122-147.
  • 5SCRIVENER K L, PRATT P L. A preliminary study of the microstructure of cement/ sand bond in mortar[A]. In: Proceedings of 8th International Congress on the Chemistry of Cement[C]. Vol III, Rio de Janeiro: Finep, 1986. 466-471.
  • 6BENTZ D P, JENSEN O M. Mitigation strategies for autogenous shrinkage cracking[J]. Cem Concr Compos, 2004(in press).
  • 7BISSCHOP J, PEL L, van MIER J G M. Mechanisms of drying shrinkage microcracking in concrete[A]. In: ULM F J, BAZANT Z P, WITTMANN F H, eds. Creep, Shrinkage and Durability Mechanics of Concrete and Other Quasi-Brittle Materials[C]. Amsterdam: Elsevier Sci
  • 8DELA B F, STANG H. Two-dimensional analysis of crack formation around aggregates in high-shrinkage cement paste[J]. Eng Fract Mech, 2000, 65(2-3):149-164.
  • 9LILLIU G, van MIER J G M. Simulation of 3D crack propagation with the lattice model[A]. In: Materials Week 2000. Frankfurt: Werkstoff-In formation sgesellschaft m6H,2000.
  • 10NETAMI K M, MONTEIRO P J M. A new method to observe three-dimensional fractures in concrete using liquid metal porosimetry technique[J]. Cem Concr Res, 1997, 27 (9): 1 333-1 341.

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