摘   要：采用自行改进的集中约束平板法测试系统，研究了粉煤灰、矿渣微粉及硅灰等矿物掺合料对低水胶比高强混凝土出现塑性裂缝的初始开裂时间、24h内最大裂缝宽度和裂缝总面积的影响。结果表明：粉煤灰的掺入能有效抑制低水胶比高强混凝土的塑性开裂，推迟裂缝出现的初始开裂时间，减小最大裂缝宽度和裂缝总面积；矿渣微粉的掺入在低掺量下对低水胶比高强混凝土的塑性开裂有一定的抑制作用，但在高掺量下有增大低水胶比高强混凝土塑性开裂的趋势；硅灰的掺入加剧了低水胶比高强混凝土的塑性开裂，表现为出现塑性裂缝的初始开裂时间提前和裂缝总面积的增大。

Abstract: In order to evaluate the effects of the mineral admixtures on the plastic cracking properties of high strength concrete, such as initial cracking time, maximum crack width and total area of cracks, a lot of tests are carried out by the centralized constrained plate method. The experimental results show that, the incorporation of fly ash could effectively inhibit the plastic cracking of high strength concrete, delay the initial cracking time and reduce the maximum crack width and total cracking area of concrete. Slag could inhibit the plastic cracking of high strength concrete with the range of low dosage, but with the increasing dosage of slag, the trend of plastic cracking of high strength concrete increased. Silica fume could increase the plastic cracking of high strength concrete, with the increasing dosage of silica fume, the initial cracking time is ahead and total cracking area of concrete increased.