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Performance of Compound Cementitious Materia! Compounded with Clinker and Limestone Powder and Coal Ash

机译:复合胶凝材料的表现!用熟料和石灰石粉和煤灰复合

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Limestone powder and coal ash are selected to prepare compound cementitious material with clinker. It is found that with the increasing of mixture (including limestone powder and coal ash), the water amount for standard consistency of compound cementitious material increases and the flexural strength and compressive strength at 3 and 28 days decrease. Increasing of limestone powder can reduces the water amount for standard consistency. The compressive strength, flexural strength and cleavage strength decrease with the increasing of mixture. If the mixture dosage is 60%, when the ratio of limestone powder and coal ash is 8:2, the compressive strength is the highest. If the mixture dosage increases to 70%, when the ratio of limestone powder and coal ash is 7:3, the compressive strength is the highest. If the mixture dosage is 80%, the all strengths are very low. The compressive strength increases significantly with time, the compressive strength is greater than 50MPa at 90 days. Although the mortar strength of compound cementitious material is far below for mortar strength required by cement standard, but the middle-low strength grade concrete can be prepared by low water-binder ratio.
机译:选择石灰石粉末和煤灰用熟料制备化合物水泥材料。结果发现,随着混合物(包括石灰石粉和煤灰)的增加,化合物水泥材料的标准一致性的水量增加,弯曲强度和抗压强度在3和28天下降。增加石灰石粉末可以降低标准一致性的水量。随着混合物的增加,抗压强度,弯曲强度和切割强度降低。如果混合物剂量为60%,则当石灰石粉末和煤灰的比例为8:2时,抗压强度最高。如果混合物剂量增加至70%,则当矿物粉和煤灰的比例为7:3时,抗压强度最高。如果混合物剂量为80%,则所有强度都非常低。抗压强度随着时间的推移而显着增加,抗压强度在90天内大于50MPa。虽然化合物水泥材料的砂浆强度远低于水泥标准所需的研钵强度,但是中低强度级混凝土可以通过低水粘剂比制备。

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