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Effect of the maximum aggregate size on mechanical properties of four-grade RCC

机译:最大骨料尺寸对四级碾压混凝土力学性能的影响

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For study the effect of the maximum aggregate size on mechanical properties of four-grade RCC, paper carried out mechanical tests of four-grad and three-grade RCC separately with 120mm and 80mm of the maximum aggregate size, and contrasted corresponding performances of wet screened small specimens(the maximum aggregate size is 40mm). The results shown that from 80mm to 120mm of the maximum aggregate size of RCC, the compressive strengths were no significant change, axial tensile strengths decreased 6%; Contrast full graded to wet screened specimens, compressive strengths of the former were higher 13% ∼ 27%, axial tensile strengths of the former were lower 27%, the similar laws lie in four and three grade concrete. The change of the maximum aggregate sizes produced the difference in mechanical properties of four grade, three grade and wet screened specimens, which was the comprehensive results of positive and negative factors.
机译:为了研究最大骨料尺寸对四级碾压混凝土力学性能的影响,论文分别进行了四级和三级碾压混凝土的力学试验,最大骨料尺寸为120mm和80mm,并对比了湿筛的相应性能。小样本(最大骨料大小为40mm)。结果表明,从RCC最大骨料尺寸的80mm到120mm,抗压强度无明显变化,轴向抗拉强度降低了6%。与湿筛分试样的全等级对比,前者的抗压强度较高,为13%〜27%,前者的轴向抗拉强度较低,为27%,类似的规律存在于四级和三级混凝土中。最大骨料尺寸的变化产生了四级,三级和湿筛试件的力学性能差异,这是正,负因素的综合结果。

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