首页> 外文会议>International Symposium on Cement amp; Concrete; CANMET/ACI International Symposium on Concrete Technology for Sustainable Development; 20060919-22; 20060919-22; Xi'an(CN); Xi'an(CN) >Study on Relationship of Microstructure, Phases Percolation and Macro-performance of Cement-based Materials Part HI: Analysis of Admixture Effect of Mineral Admixtures
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Study on Relationship of Microstructure, Phases Percolation and Macro-performance of Cement-based Materials Part HI: Analysis of Admixture Effect of Mineral Admixtures

机译:水泥基材料微结构,相渗透与宏观性能关系的研究HI:矿物掺合料的掺合效果分析

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摘要

Due to the distinction of physical and chemical properties, different mineral admixtures brings on many changes in cement paste microstructure, which made different mineral admixtures representing different admixture effect. Based on porosity-strength model constructed in anterior paper, the errors between the porosity-strength data regression curve of pure cement paste and porosity-strength data regression curve of paste with mineral admixtures were discussed. The paper indicated the errors reflected the influence of mineral admixture on properties of cement-based materials. Positive error shows that mineral admixture has positive effect on cement-based materials strength, and negative error shows that mineral admixture has negative effect. The paper analyzed in detail positive and negative action of admixture effect of steel-making slag, slag and fly ash at different hydration stage in 180 days. The results indicated that all mineral admixtures can increase paste strength σ_0 to various degrees at the critical point of pore percolation in three dimensions, which embody micro-aggregate effect of mineral admixture. At the same time, different mineral admixture displayed different negative effect in different length hydration early age due to the distinction in the power of the second hydration, and they displayed different degree positive effect at hydration later age.
机译:由于物理和化学性质的不同,不同的矿物掺合料引起水泥浆微结构的许多变化,这使得不同的矿物掺合料表现出不同的掺合效果。基于前文构建的孔隙度-强度模型,讨论了纯水泥浆体的孔隙度-强度数据回归曲线与矿物掺合料浆体的孔隙度-强度数据回归曲线之间的误差。该论文指出这些误差反映了矿物掺合料对水泥基材料性能的影响。正误差表明矿物掺合料对水泥基材料的强度具有正作用,负误差表明矿物掺合料对水泥基材料的强度具有负作用。文章详细分析了炼钢渣,矿渣和粉煤灰在不同水化阶段180天内的掺合效果的正反作用。结果表明,所有矿物掺合料均可以在三维孔渗流临界点上提高膏体强度σ_0的程度,体现了矿物掺合料的微团聚作用。同时,由于第二次水合作用能力的不同,不同的矿物掺合料在不同长度的水合作用早期显示出不同的负面影响,而在第二次水合作用后期显示出不同程度的积极作用。

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