| 冬季超早强C50混凝土配合比的配制 |
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| 引用本文： | 刘典恩,习红绢,李平. 冬季超早强C50混凝土配合比的配制[J]. 筑路机械与施工机械化, 2004, 21(11): 24-25 |
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| 作者姓名： | 刘典恩 习红绢 李平 |
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| 作者单位： | 1. 南阳公路工程处,河南,南阳,473000
2. 河南中原高速公路股份有限公司,河南,许昌,461000 |
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| 摘 要： | 预应力混凝土梁中通常采用C50混凝土.介绍了在冬季预应力混凝土梁混凝土施工中,使用高效减水剂、早强防冻剂,以加快施工进度,缩短施工周期,提高生产效率的配制方法.
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| 关 键 词： | 超早强 C50混凝土 冬季施工 |
| 文章编号： | 1000-033X(2004)11-0024-02 |
| 修稿时间： | 2004-05-12 |
Mix design for winter ultra strength C50 concrete |
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| LIU Dian-en,XI Hong-juan,LI Ping. Mix design for winter ultra strength C50 concrete[J]. Road Machinery & Construction Mechanization, 2004, 21(11): 24-25 |
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| Authors: | LIU Dian-en XI Hong-juan LI Ping |
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| Affiliation: | LIU Dian-en1,XI Hong-juan1,LI Ping2 |
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| Abstract: | Prestress concrete beam uses C50 concrete usually. This paper introduces the mix method, which can speed up the project progress, shorten the construction period, and raise production efficiency by using high efficiency water reducer, early strength antifreeze agent. |
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| Keywords: | ultra early strength C50 concrete winter construction |
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