| 大体积混凝土温度裂缝成因与控制 |
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| 引用本文： | 陶水忠. 大体积混凝土温度裂缝成因与控制[J]. 江苏建筑, 2004, 0(Z1): 22-24 |
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| 作者姓名： | 陶水忠 |
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| 作者单位： | 河海大学土木工程学院,南京,210098 |
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| 摘 要： | 大体积混凝土出现裂缝是一普通现象,本文主要从温度应力等方面分析了其成因,并从减小温度应力和配置温度钢筋等方面阐述了对其有害温度裂缝的宽度和深度进行控制的技术措施.
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| 关 键 词： | 大体积混凝土 有害裂缝 温度应力 温度钢筋 |
| 文章编号： | 1005-6270(2004)SO-0022-03 |
| 修稿时间： | 2004-07-16 |
Reasons and Control of Massive Concrete Temperature Cracking |
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| TAO Shui-zhong. Reasons and Control of Massive Concrete Temperature Cracking[J]. Jiangsu Construction, 2004, 0(Z1): 22-24 |
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| Authors: | TAO Shui-zhong |
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| Affiliation: | TAO Shui-zhong |
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| Abstract: | Cracking for massive concrete is a popular phenomena.The paper analyzes the reasons to this,mainly from temperature stress,and expounds technical measures including reducing temperature stress,configuring temperature reinforcement ,and etc. |
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| Keywords: | massive concrete badcrack temperature stress temperature reinforcement |
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