| C50自密实混凝土配合比设计 |
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| 引用本文： | 高全青 王晓菡. C50自密实混凝土配合比设计[J]. 山西建筑, 2014, 0(23): 158-160 |
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| 作者姓名： | 高全青 王晓菡 |
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| 作者单位： | 江南大学环境与土木工程学院,江苏无锡214122 |
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| 摘 要： | 简述了C50自密实混凝土拌合物的特点,结合相关规范,对自密实混凝土配合比设计依据、砂的用量、设计步骤及关键参数的取值范围作了介绍,通过试验,成功配制了性能良好的C50自密实混凝土。
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| 关 键 词： | 自密实混凝土 配合比 设计 参数 |
The mix rate design of C50 Self Compacting Concrete |
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| GAO Quan-qing,WANG Xiao-han. The mix rate design of C50 Self Compacting Concrete[J]. Shanxi Architecture, 2014, 0(23): 158-160 |
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| Authors: | GAO Quan-qing WANG Xiao-han |
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| Affiliation: | ( College of Environmental and Civil Engineering, Jiangnan University, Wuxi 214122, China) |
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| Abstract: | This paper simply discussed the characteristics of C50 Self Compaction Concrete,combining with relevant specification,introduced the value range of mix rate design basis,sand content,design steps and key parameters of Self Compacting Concrete,through the test,success-fully preparation of good performance of C50 Self Compacting Concrete. |
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| Keywords: | Self Compacting Concrete mix rate design parameter |
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