| 长运距C50钢纤维混凝土配合比设计与工程实践 |
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| 引用本文： | 杨鸿.长运距C50钢纤维混凝土配合比设计与工程实践[J].福建建筑,2008(10):52-53. |
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| 作者姓名： | 杨鸿 |
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| 作者单位： | 厦门大学建南混凝土有限公司 |
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| 摘 要： | 通过试验确定C50钢纤维混凝土配合比，在克服高温与长距离运输（运输时间最长达2h30min）的情况下使混凝土到现场坍落度及和易性等仍满足施工要求，并取得良好的应用效果。
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| 关 键 词： | 钢纤维 纤维混凝土 长距离 配合比设计 工程实践 |
The mix proportion design and engineering practice of C50 steel fibre concrete after long-distance transportation |
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| Hong Yang.The mix proportion design and engineering practice of C50 steel fibre concrete after long-distance transportation[J].Fujian Architecture & Construction,2008(10):52-53. |
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| Authors: | Hong Yang |
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| Affiliation: | Hong Yang (Xiamen University Jian Nan Concrete Co. , Ltd. 363105) |
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| Abstract: | Determine the mix proportion of C50 concrete through test,make sure the good workability in the field and good applied effect against the influence of high-temperature and long-distance transportation. |
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| Keywords: | steel fibre fibre-concrete long distance mix proportion design engineering practice |
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