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大体积混凝土温度应力监测与裂缝控制研究
引用本文:康志田,余开彪.大体积混凝土温度应力监测与裂缝控制研究[J].水运科技信息,2011(4):60-62.
作者姓名:康志田  余开彪
作者单位:[1]中铁四局集团第二工程有限公司,苏州215131 [2]中科院武汉岩土力学研究所,武汉430071
摘    要:混凝土升温过程中,内部温度高于表面温度,表面产生温差拉应力,可能出现表面裂缝,反之,降温过程内部出现裂缝。通过对大体积混凝土的温度和应变监测,调控养护蒸汽温度,有效控制大体积混凝土内外温差,减小温度应力,从而达到减少裂缝的目的。

关 键 词:大体积混凝土  温度应力  裂缝控制

Study on Thermal Stress Monitoring and Crack Control for Massive Concrete
Kang Zhitian,Yu Kaibiao.Study on Thermal Stress Monitoring and Crack Control for Massive Concrete[J].Transportation Science & Technology,2011(4):60-62.
Authors:Kang Zhitian  Yu Kaibiao
Institution:1. The Second Construction Co. ,Ltd. ,of CTCE Group, Suzhou 215131 ,China 2. Institute of Rock and Soil Mechanics The Chinese Academy of Sciences, Wuhan 430071 ,China)
Abstract:During temperature rising in massive concrete, temperature inside rises higher than outside, and temperature difference results in thermal tensile stress and crack in surface, otherwise crack inside emerges when temperature inside falls. Via monitoring temperature and strain inside massive concrete, adjusting vapor cure temperature, we can control the thermal difference between temperature inside concrete and temperature outside concrete effectively, and reduces thermal stress and crack in massive concrete successfully.
Keywords:massive conerete  thermal stress  crack control
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