| 设计对冬施混凝土抗冻临界强度考虑 |
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| 引用本文： | 孙彦福,辛海虹.设计对冬施混凝土抗冻临界强度考虑[J].低温建筑技术,1998(2):14-15. |
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| 作者姓名： | 孙彦福 辛海虹 |
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| 作者单位： | 黑龙江省肇州县建筑设计所(孙彦福)，哈尔滨市建筑设计院(辛海虹) |
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| 摘 要： | 从结构设计对建筑施工保证条件角度，分析了结构设计对冬施砼抗冻临界强度的要求与做法，并提出了冬施砼达不到抗冻临界强度会使结构可靠性下降问题。
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| 关 键 词： | 抗冻临界强度 结构设计 受冻害 可靠度下降 |
DESIGN CONSIDERATION ON THE RESISTANT FROZEN CRITICAL STRENCTH OF FRESH CONCRETE IN WINTER CONSTRUCTION |
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| Abstract: | Based on the problem of frozen concrete construction,the resistant frozen critical strength of fresh concrete demanded on some of experment parametrs was analyzed,which can resitant ice freezing and undamage in winter construction when some structure engineerings were designed Therefore,the frozen concrete can reduce the reliability of structure |
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| Keywords: | Winter construction resistant critical strength structure design frozen reduce reliability |
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