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Influence of Ultrafine Limestone Powder on the Performance of High Volume Mineral Admixture Reactive Powder Concrete

机译:超细石灰石粉对大批量矿物混合物反应粉混凝土性能的影响

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The effects of ground limestone powder on the fluidity, strength and viscosity of reactive powder concrete(RPC) were studied. The results show that, the flexural strength of RPC greatly increases with the increase of the content of ground limestone powder at the W/B of 0.16, 0.18 and 0.20 when ground limestone powder content is less than 30%; for fresh RPC, the maximum compressive strength is 160MPa and the maximum flexural strength is 36.9MPa when the limestone powder content is 158kg/m~3 at the W/B of 0.20, with 20cm good fluidity and very compact microstructure; the viscosity of RPC greatly decreases with the addition amount of ground limestone powder, the viscosity of RPC mixture changes from 60,000MPa·S to 18,000MPa·S when cement content decreases from 388kg/m~3 to 150kg/m~3 and the addition amount of limestone powder increases from 0 to 238kg/m~3.
机译:研究了地面石灰石粉对活性粉混凝土(RPC)流动性,强度和粘度的影响。结果表明,随着地下石灰石粉末含量小于30%,RPC的抗弯强度随着0.16,0.18和0.20的底石灰石粉末的含量增加而大大增加;对于新鲜的RPC,最大抗压强度为160MPa,当在0.20的W / B的石灰石粉末含量为158kg / m〜3时,最大弯曲强度为36.9mpa,具有20cm的良好流动性和非常紧凑的微观结构; RPC的粘度随着地面石灰石粉的添加量大大降低,当水泥含量从388kg / m〜3至150kg / m〜3降低并添加时,RPC混合物的粘度从60,000MPa·S变化到18,000MPa·s。石灰石粉末的量从0增加到238kg / m〜3。

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