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Low-Activation Reinforced Concrete Design Methodology (9) — Low-Activation Concrete Based on Limestone Aggregates and White Cement—

机译:低活化钢筋混凝土设计方法论(9)—基于石灰石骨料和白水泥的低活化混凝土—

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Manufacturing tests regarding the 1/30-low-activation concrete for a nuclear power plant were performed. Here, "1/30-low-activation" concrete denotes that the activity reduction rate to the ordinary concrete is designed to be 1/30. The detailed data regarding the concentrations of Co and Eu in limestone, white cement, silica fume, and limestone powder were obtained The low-heat type of 1/30-low-activation concrete was developed by admixing with the low-activation limestone powder, and the low-heat type of 1/50-low-activation concrete was developed by admixing with the low-activation silica fume and/or the low-activation limestone powder. By admixing with the B_4C of which concentration is from 1 to 2.5 w%, the total residual radioactivity reduction ratio ofthe above low-activation concrete to the ordinary concrete, in ΣDi/Ci unit, is estimated to be from l/100to 1/1,500.
机译:进行了有关用于核电站的1/30低活化混凝土的制造测试。在此,“ 1 / 30-低活化”混凝土表示相对于普通混凝土的活性降低率设计为1/30。获得了有关石灰石,白水泥,硅粉和石灰石粉中Co和Eu浓度的详细数据。通过将低活化型石灰石粉与低掺量的低热型1/30混凝土混合,开发了低热型1/30低活化混凝土。通过与低活化硅粉和/或低活化石灰石粉混合,开发了低热型1 / 50-低活化混凝土。通过与浓度为1〜2.5w%的B_4C混合,上述低活性混凝土与普通混凝土的总残留放射性降低率,以ΣDi/ Ci为单位,估计为l / 100〜1 / 1,500。 。

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