| 大体积混凝土温度裂缝防治技术探讨 |
| |
| 引用本文： | 刘大伟.大体积混凝土温度裂缝防治技术探讨[J].价值工程,2012,31(21):134-136. |
| |
| 作者姓名： | 刘大伟 |
| |
| 作者单位： | 北京建工国际建设工程有限责任公司,北京,100055 |
| |
| 摘 要： | 在大体积混凝土施工过程中,水泥水化热引起混凝土浇筑内部温度和温度应力产生剧烈变化,导致混凝土产生裂缝,这些裂缝必然会给工程质量带来不同程度的危害。本文以阿联酋高层公寓项目基础底板施工为例,结合国内外大体积混凝土施工技术,探讨在高温环境下,温度应力造成的混凝土有害裂缝的防治措施。
|
| 关 键 词： | 大体积混凝土 温度裂缝 施工实例 |
Mass Concrete Temperature Crack Control Technology |
| |
| LIU Da-wei.Mass Concrete Temperature Crack Control Technology[J].Value Engineering,2012,31(21):134-136. |
| |
| Authors: | LIU Da-wei |
| |
| Institution: | LIU Da-wei(BCEG International Department,Beijing 100055,China) |
| |
| Abstract: | In the mass concrete construction process,cement hydration heat causes the sharp change of internal temperature and temperature stress of concrete placement,which causes concrete cracks.The cracks are harmful to construction quality.Taking foundation slab construction of high-rise apartment in UAE,combining with the domestic and foreign mass concrete construction technology,the paper discusses the prevention and control of harmful cracks caused by temperature and stress change under the environment of high temperature. |
| |
| Keywords: | mass concrete temperature crack construction case |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
