| C60现浇钢筋混凝土楼板大面积开裂原因分析 |
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| 引用本文： | 林力勋,樊仕健,毛方益,钟声.C60现浇钢筋混凝土楼板大面积开裂原因分析[J].建筑科学,2000,16(4):33-35. |
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| 作者姓名： | 林力勋 樊仕健 毛方益 钟声 |
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| 作者单位： | 贵州中建建筑科研设计院,贵州省建筑科学研究检测中心,贵阳550006 |
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| 摘 要： | 本工程实例表明，高强混凝土与普通混凝土在配合比、施工工艺、养护要求等方面有很大差异，如不注意这些问题，极易导致事故发生。
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| 关 键 词： | 开裂 事故原因分析 钢筋混凝土楼板 浇筑 |
Reasons Analysis on the Large Area Cracking of Cast-in-situ Reinforced Concrete Floor of C60 |
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| LIN Li-xun,FAN Shi-jian,MAO Fang-yi,ZHONG Sheng.Reasons Analysis on the Large Area Cracking of Cast-in-situ Reinforced Concrete Floor of C60[J].Building Science,2000,16(4):33-35. |
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| Authors: | LIN Li-xun FAN Shi-jian MAO Fang-yi ZHONG Sheng |
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| Abstract: | This engineering example indicates that there are great differences between the high strength concrete and the normal concrete in mix proportion, constructional technology and curing requirements, etc. If attention is not paid to these problems, it will very easily result in accidents. |
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| Keywords: | high strength concrete cracking reasons analysis of accident |
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