C40特细砂混凝土和易性和抗压强度研究 |
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引用本文: | 何锦云,王陆陆.C40特细砂混凝土和易性和抗压强度研究[J].河北建筑科技学院学报,2012(3):1-4,10. |
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作者姓名: | 何锦云 王陆陆 |
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作者单位: | 河北工程大学土木工程学院,河北邯郸056038 |
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摘 要: | 利用邯郸当地的原材料制备C40特细砂混凝土,采用正交设计方法,试验研究了水胶比、粉煤灰取代率、砂率对特细砂混凝土28d抗压强度及和易性的影响。结果表明,粉煤灰取代率是影响混凝土28d抗压强度的最主要因素,砂率是影响混凝土和易性的最主要因素;适当的粉煤灰取代率能提高混凝土28d抗压强度;随着砂率的增加,塌落度大幅下降而强度略有降低;水胶比为0.45,粉煤灰取代率为10%,砂率为30%,通过添加1.2%的高效减水剂可配制出28d强度达59.1MPa、塌落度为60ram的混凝土。
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关 键 词: | 特细砂混凝土 正交设计 粉煤灰 和易性 抗压强度 |
Study on the workability and compressive strength of CdO superfine sand concrete |
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Affiliation: | HE Jin - yun, WANG Lu - lu ( College of Civil Engineering, Hebei University of Engineering, Hehei Handan 056038, China) |
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Abstract: | The C40 super fine sand concrete is produced by using Handan local material and the influ- ence of water - binder ratio, fly ash replacement rate, and sand ratio on the 28 d compressive strength and workability are studied in orthogonal experiment design. The results show that fly ash replacement is the most primary factor effecting on 28 d compressive strength and sand ratio is the most primary factor effecting on workability. Appropriate fly ash replacement can improve the 28 d compressive strength, With the increase of sand ratio, slumps decrease sharply and strength decreases slightly. It calls for using the 0.45 as water - binder ratio, 10% as fly ash replacement and 30% as sand ratio to make reasonable design of mix proportions, we can obtain the super fine concrete strength that its 28 d compressive strength reaches to 59.1MPa , for 60mm of slump. |
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Keywords: | superfine sand concrete orthogonal design fly ash workability compressive strength |
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