Mechanical Properties and Durability of Concrete Made with High Volume Fly Ash Blended Cements

N. Bouzoubaâ, Min-hong Zhang, A. Bilodeau, V. Malhotra
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引用次数: 17

Abstract

This paper describes the development of high-volume fly ash (HVFA) blended cements. The blended cements were made by combined grinding 45% of ASTM Type III cement clinker, 55% of ASTM class F fly ash, a small percentage of gypsum, and 0.7% of superplasticizer by weight of the cement including clinker, fly ash, and gypsum. Several concrete mixtures were made with the control and the blended cements; also, concrete mixtures were made in which high volumes of fly ash had been added at the concrete mixer. A large number of test specimens were cast for determining the mechanical properties and durability characteristics of the hardened concrete. The results of the investigations indicated that the mechanical properties of concrete made with the HVFA blended cement are superior to that made with laboratory-produced portland cement and where the fly ash had been added as a separately batched material at the mixer. The durability characteristics of these two concretes are comparable except that the de-icing salt-scaling resistance of concrete made with the HVFA blended cement is considerably inferior to that of the concrete in which fly ash had been added as a separately-batched material at the mixer. The coarse Genesee fly ash that fails to meet the fineness requirements of ASTM C 618 has been used successfully to produce a HVFA blended cement. The mechanical and durability properties of concrete made with this blended cement (BCGS), are comparable to the concrete made with the HVFA blended cement produced with the finer Sundance fly ash. Thus, the production of HVFA blended cements offers a possible way for the utilization of coarse fly ashes. The intergrinding of the dry superplasticizer with clinker, fly ash and gypsum to produce HVFA blended cements did not pose any problems; however, for equal performance as regards to slumps, the amount of the superplasticizer needed in the blended cements was higher compared to that needed when superplasticizer was added separately at the mixer.
大掺量粉煤灰水泥混凝土的力学性能和耐久性
本文介绍了高掺量粉煤灰(HVFA)水泥的研制。混合水泥是由45%的ASTM III型水泥熟料、55%的ASTM F类粉煤灰、少量的石膏和0.7%的高效减水剂(按水泥、粉煤灰和石膏的重量计)联合研磨制成的。用对照水泥和混合水泥配制了几种混凝土混合料;此外,在混凝土搅拌机中加入大量粉煤灰制成混凝土混合物。为了确定硬化混凝土的力学性能和耐久性特性,进行了大量的浇筑试验。研究结果表明,用HVFA混合水泥制成的混凝土的力学性能优于实验室生产的波特兰水泥和在搅拌机中单独添加粉煤灰作为配料的混凝土。这两种混凝土的耐久性特性是相当的,除了用HVFA混合水泥制成的混凝土的抗除冰盐结垢性明显不如在搅拌机中单独添加粉煤灰的混凝土。未达到ASTM C 618细度要求的Genesee粗粉煤灰已成功用于生产HVFA混合水泥。用BCGS制成的混凝土的机械性能和耐久性与用更细的圣丹斯粉煤灰制成的HVFA水泥制成的混凝土相当。因此,HVFA混合水泥的生产为粗粉煤灰的利用提供了一条可能的途径。干法高效减水剂与熟料、粉煤灰、石膏混磨生产HVFA混合水泥无任何问题;然而,为了获得相同的坍落度性能,在混合水泥中所需的高效减水剂的量比在搅拌机中单独添加高效减水剂时所需的量要高。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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