流动混凝土早期收缩与裂纹扩展

S. Hiraishi, K. Yokoyama, Y. Kasai
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引用次数: 6

摘要

流动混凝土是一种高流动性、抗离析的混凝土。研究了混凝土龄期2小时开始,在8 m/s恒定气流作用下,龄期早期至24小时混凝土的收缩特性,以及混凝土在50mm厚度限制形式下的裂缝扩展特性。通过控制以下4个混合料参数进行试验:(1)水灰比:0.60、0.45、0.35、0.30和0.27;(2)单位水量:185、175、170公斤/立方米;(3)水泥类型:普通、高早强、白石硅酸盐水泥;(4)无机外加剂的种类:磨碎的粒状高炉矿渣和粉煤灰及其混合比例。根据作者提出的裂纹评价准则,研究了上述参数对早期裂纹扩展的影响。
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Shrinkage and Crack Propagation of Flowing Concrete at Early Ages
Flowing concrete is a highly flowable and segregation resistant concrete. Shrinkage of the concrete at early ages up to 24 hours under a constant air flow of 8 m/s starting at the age of 2 hours, and crack propagation of the concrete in a restricted form with a thickness of 50 mm have been studied. The experiments were done by controlling the following four mixture parameters: (1) Water-cement ratio: 0.60, 0.45, 0.35, 0.30 and 0.27; (2) Unit amount of water: 185, 175 and 170 kg/cu m; (3) Type of cement: normal, high early strength and belite portland cement; and (4) Type of inorganic admixture: a ground granulated blast furnace slag and a fly ash and their respective mixture proportions. Effects of the above parameters on crack propagation at early ages were investigated on the basis of the authors' crack evaluation criteria.
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Properties of High-Strength and High-Fluidity Lightweight Concrete Basic Study on the New Testing Method of Judging the Saturated Surface Dry Conditions of Fine Aggregates Investigations on Durability of High-Volume Fly Ash Concrete Thermal Properties of High Strength Concrete at Elevated Temperatures Cracking Tendency of High Strength Lightweight Aggregate Concrete at Early Ages
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