结构用高强轻量化混凝土的发展

H.S. Wilson , V.M. Malhotra
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引用次数: 40

摘要

高效减水剂和矿物外加剂的使用,特别是冷凝硅灰的使用,导致了结构应用中高强度、正常重量混凝土的发展。这些材料的合理使用使混凝土抗压强度超过100mpa。尽管轻质骨料的强度相对较低,但本调查报告了使用加拿大轻质骨料开发高强度轻质混凝土的研究结果。共生产了7种混凝土混合物,共25批次。水泥,或水泥,粉煤灰和硅灰混合物的含量范围从300到635公斤/立方米。所有的混合物都是带气和超塑化的。根据ASTM C 666程序A,为了测定混凝土的力学性能和评估其抗冻融循环的能力,浇注了大量的试验圆柱体和棱柱体。从这项调查的结果来看,得出的结论是,密度小于2000 kg/m3的高强度混凝土可以使用或不使用矿物外加剂,但必须使用高效减水剂。当胶凝量为638 kg/m3时,365天的最高抗压强度为66.5 MPa。得到的28天劈裂抗拉强度约为3.5 MPa。按照ASTM C 666程序A(在水中冻结和在水中解冻)进行的冻结和解冻试验表明,混凝土具有优异的抗冻性,耐久性系数一般大于90。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of high strength lightweight concrete for structural applications

The use of superplasticizers and mineral admixtures, particularly condensed silica fume, has led to the development of high strength, normal weight concretes for structural applications. The judicious use of these materials has resulted in concrete compressive strengths exceeding 100 MPa.

Notwithstanding the relatively low strength of lightweight aggregates, this investigation reports results of a study undertaken to develop high strength lightweight concretes using a Canadian lightweight aggregate. A series of seven concrete mixtures involving 25 batches were made. The cement, or cements, fly ash and silica fume content of the mixtures ranged from 300 to 635 kg/m3. All mixtures were air entrained and superplasticized. A large number of test cylinders and prisms were cast for the determination of the mechanical properties of concrete and to evaluate its resistance to freezing and thawing cycling, performed in accordance with ASTM C 666 Procedure A.

From the results of this investigation, it is concluded that high strength concretes with densities of less than 2000 kg/m3 can be made with or without the use of mineral admixtures, but the use of superplasticizers is mandatory. The highest compressive strength achieved was 66.5 MPa at 365 days for a cementitious content of 638 kg/m3. The 28-day splitting-tensile strengths obtained were of the order of 3.5 MPa. The freezing and thawing tests performed in accordance with ASTM C 666 Procedure A, freezing in water and thawing in water, indicated excellent frost resistance of concrete with durability factors generally greater than 90.

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