| 大体积混凝土温度裂缝控制 |
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| 引用本文： | 李苑. 大体积混凝土温度裂缝控制[J]. 建筑技术, 2006, 37(4): 290-292 |
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| 作者姓名： | 李苑 |
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| 作者单位： | 国家广播电影电视总局机关服务中心,100866,北京 |
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| 摘 要： | 为确保大体积混凝土施工质量，除须满足强度等级、抗渗等级，关键要严格控制混凝土在硬化过程中水化热引起的内外温差，防止因温度应力造成混凝土产生裂缝。为保证基础大体积混凝土施工质量，制定了一系列控制温度变化的措施，对混凝土基础的温度变化起着非常重要的控制作用，控温效果明显。
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| 关 键 词： | 基础 大体积混凝土 温度裂缝 |
| 文章编号： | 1000-4726（2006）04-0290-03 |
| 收稿时间： | 2005-11-16 |
| 修稿时间： | 2005-11-16 |
TEMPERATURE CRACK CONTROL OF MASSIVE CONCRETE |
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| LI Yuan. TEMPERATURE CRACK CONTROL OF MASSIVE CONCRETE[J]. Architecture Technology, 2006, 37(4): 290-292 |
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| Authors: | LI Yuan |
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| Affiliation: | Service Center of the State Administration of Radio Film and Television,100866,Beijing,China |
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| Abstract: | In order to ensure the construction quality of the concrete temperature difference caused by hydration heat strength grade and impervious grade so as to prevent concrete measures for temperature control are established to guarantee massive concrete, it is critical to strictly control in hardening process besides the requirements of crack due to temperature stress. A series of vital the construction quality of massive concrete foundation, reaching a good control effect. |
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| Keywords: | foundation massive concrete temperature crack |
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