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硅灰和减缩剂对混凝土自收缩和孔隙的影响 被引量:1

Effects of Silica Fume and Shrinkage Reducing Admixture on Autogenous Shrinkage and Porosity of Concrete
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摘要 硅灰和低水胶比会降低混凝土总孔隙率,但增加了混凝土自收缩,使其产生微裂纹。本文研究了掺入硅灰和减缩剂(SRA)对不同水胶比的混凝土自收缩和微观、宏观尺度孔径分布的影响。结果表明:掺入10%(体积分数)的硅灰会使混凝土自收缩增加27.3%~28.8%;而加入减缩剂使混凝土自收缩降低68.0%~85.1%,且对含有硅灰的混凝土样品降幅更大。此外,掺入硅灰和减缩剂可以使混凝土总孔隙率分别降低5.1%~6.0%和35.9%~39.7%,但硅灰会增大混凝土100 nm以下孔隙和100μm以上孔隙的体积占比,而减缩剂对这两类孔隙的体积则会起相反作用。同时,自收缩与100μm以上孔隙体积分数呈明显正相关关系。 Silica fume and low water-binder ratio will reduce the total porosity of concrete,but increase the autogenous shrinkage of concrete and lead to microcracks.In this paper,the effects of silica fume and shrinkage reducing admixture(SRA)on autogenous shrinkage and pore size distribution in micro and macro scale of concrete with different water-binder ratios were studied.The results show that the autogenous shrinkage of concrete increases by 27.3%~28.8%with the addition of 10%(volume fraction)of silica fume,while the autogenous shrinkage of concrete decreases by 68.0%~85.1%with the addition of SRA,and even more to the concrete samples containing silica fume.In addition,the addition of silica fume and SRA reduces the total porosity of concrete by 5.1%~6.0%and 35.9%~39.7%,respectively,but silica fume increases the proportion of pore volume below 100 nm and above 100μm,while SRA has the opposite effect on the volume of these two types of pores.At the same time,there is a significant positive correlation between autogenous shrinkage and pore volume fraction above 100μm.
作者 黄正峰 欧忠文 罗伟 王飞 王廷福 HUANG Zhengfeng;OU Zhongwen;LUO Wei;WANG Fei;WANG Tingfu(Army Logisticse College of PLA,Chongqing 401311,China)
出处 《硅酸盐通报》 CAS 北大核心 2022年第9期3077-3083,共7页 Bulletin of the Chinese Ceramic Society
基金 军队后勤科研计划项目(BLJ17J008) 军委后保部科研项目(CLJ19J020) 国家自然科学基金(11702324)。
关键词 硅灰 减缩剂 水胶比 自收缩 孔径分布 孔隙率 silica fume shrinkage reducing admixture water-binder ratio autogenous shrinkage pore size distribution porosity
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  • 1贺拴海,吕颖钊.考虑材料耐久性的在役混凝土结构可靠度研究[J].建筑科学与工程学报,2005,22(1):71-75. 被引量:19
  • 2马玉平,马昕,崔建涛.高强度混凝土试验研究[J].建筑科学与工程学报,2005,22(3):67-69. 被引量:25
  • 3王大宏.自密实轻骨料高性能混凝土配合比优化设计[J].建筑科学与工程学报,2006,23(2):68-71. 被引量:8
  • 4[1] Powers T C. A discussion of cement hydration in relation to the curing of concrete[A]. In: Highway Research Board, Proceeding[C]. Japan:[s.n.], 1947. 27—35.
  • 5[2] Persson B, Fagerlund G. Internation research seminar on self_desic_cation and its importance in concrete technology[D]. Report TVBM-3075. Sweden: Division of Building Materials, Lund Institute of Technology, 1997.
  • 6[3] McGrath P, Hooton R D. Self_desiccation of portland cement and silica fume modified mortars[A]. In:Setzer M ed. Conference on Advanced Cementitious Materials[C]. 1990.22—26.
  • 7[4] Persson B. Self_desiccation and its importance in concrete tech_nology [J]. Materials and Structures, 1997,30(6):293—305.
  • 8[5] Persson B. Quasi_instantaneous and Long_Term Deformation of High_Performance Concrete (Ph.D. Dissertation)[D]. Report TVBM-1016. Sweden: Division of Building Materials, Lund Institute of Technology, 1998.
  • 9[6] Mjornell K N. Self_desiccation in concrete[D]. Sweden: Department of Building Materials, Chalmers University of Technology, 1994.
  • 10[7] Sellevold E J, Justnes H. High strength concrete binders part B: none_vaporable water, self_desiccation and porosity of cement pastes with and without condensed silica fume [A]. 4th International Conference on the Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, ACI SP-132[C]. Michigan, USA: ACI, 1992. 891—902.

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