| 钢筋混凝土抗裂计算分析 |
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| 引用本文： | 罗建成,李群芳,黄沙. 钢筋混凝土抗裂计算分析[J]. 混凝土, 2005, 0(5): 84-87 |
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| 作者姓名： | 罗建成 李群芳 黄沙 |
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| 作者单位： | 江西武冠新材料股份有限公司,江西,萍乡,337000;江西武冠新材料股份有限公司,江西,萍乡,337000;江西武冠新材料股份有限公司,江西,萍乡,337000 |
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| 摘 要： | 本文采用了全年最大环境温差、混凝土永久性干缩值和混凝土永久性限制膨胀率为依据对钢筋混凝土永久性缝间距进行了计算分析，并提出了提高混凝土抗裂能力的有效措施。
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| 关 键 词： | 钢筋混凝土 抗裂计算 当量温差 永久性缝间距 |
| 文章编号： | 1002-3550(2005)05-0084-04 |
Anticrack calculation analysis in reinforced concrete |
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| LUO Jian-cheng,LIU Song-bai,CHAI Tian-hong. Anticrack calculation analysis in reinforced concrete[J]. Concrete, 2005, 0(5): 84-87 |
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| Authors: | LUO Jian-cheng LIU Song-bai CHAI Tian-hong |
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| Abstract: | The permanent space between seams of reinforced concrete was calculated based on the annual maximum environmental differential in temperature,concrete permanent shrinkage value and concrete permanent limited expansion ratio.And the efficient measurement for improving concrete anticrack performance was provided. |
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| Keywords: | reinforced concrete anticrack calculation equivalent differential in temperature permanent space between seams |
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