首页> 外文会议>5th ACI/CANMET/IBRACON International Conference on High-Performance Concrete Structures and Materials 2008 >Silica Fume for Cement Replacement and its Influence on Strength and Permeability of Steam-Cured High-Strength Concrete
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Silica Fume for Cement Replacement and its Influence on Strength and Permeability of Steam-Cured High-Strength Concrete

机译:水泥置换用硅粉及其对蒸汽养护高强度混凝土强度和渗透性的影响

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Steam curing at atmospheric pressure is an important technique for obtaining high early strength values in precast concrete production. The aim of this work was to explore the potential benefits of steam curing in concrete products made with different cements types and with supplementary cementitious materials. All concretes mixtures had the same workability and were produced with two cements both with and without silica fume replacement (10% by mass): high-early-strength portland cement and blast-furnace slag portland cement. For each mixture, specimens were subjected to three curing conditions. Immersion curing until the age of 7 days, curing in air and steam curing at temperatures of 6o℃ and 8o℃ maximum temperature over 4 h. Concretes were prepared and tested for initial surface absorption and air permeability. Compressive strength was also determined. The concretes were tested at different ages: 1, 3, 7, 28, 90, and 180 days. The results showed that the concretes with silica fume presented a lower air permeability and capillary absorption, mainly in later ages, when compared with concretes without silica fume for all curing procedures and both portland cements used. The inclusion of silica fume improved performance of concrete produced with blast-furnace slag portland cement at temperature of 8o℃. High-early-strength portland cement had a good performance with silica fume replacement. The curing method adopted had significant effects on the near-surface properties of concrete incorporating silica fume.
机译:大气压下的蒸汽养护是在预制混凝土生产中获得高早期强度值的重要技术。这项工作的目的是探讨蒸汽固化在用不同类型的水泥和补充胶凝材料制成的混凝土产品中的潜在益处。所有混凝土混合物具有相同的可加工性,并且使用两种水泥进行生产,两种水泥都使用和不使用硅粉替代品(按质量计10%):高强度硅酸盐水泥和高炉矿渣硅酸盐水泥。对于每种混合物,使样品经受三种固化条件。浸入式固化直至7天,在空气中和蒸汽中于6o℃和8o℃最高温度下固化4小时。制备混凝土并测试其初始表面吸收和透气性。还确定了抗压强度。对混凝土进行了不同年龄的测试:1、3、7、28、90和180天。结果表明,与所有固化程序和两种硅酸盐水泥都使用无硅粉的混凝土相比,含硅粉的混凝土表现出较低的透气性和毛细吸收,主要是在较晚的时期。硅粉的掺入改善了高炉矿渣硅酸盐水泥在8℃下生产的混凝土的性能。高强度硅酸盐水泥具有良好的性能,可替代硅粉。所采用的固化方法对掺入硅粉的混凝土的近表面性能有显着影响。

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