摘要
分析了大体积混凝土冷缩裂缝产生的原因,通过试验结果表明,在混凝土中掺粉煤灰及同时使用FDN-500R、TMS-500C可减少大体积混凝土的温度应力及早期热裂现象的影响,并提出控制大体积混凝土冷缩的措施。
This paper analyses the cause of resulted from the cracks of the shrinkage of the mass concrete cooled. According to testing result, the smut and the FDN-500R and the TNS-500C mixed up in the concrete could reduce influence of temperature stress and cracks caused by temperature in the early stage of mass concrete, and proposed controlled measures.
出处
《东莞理工学院学报》
2006年第1期69-72,共4页
Journal of Dongguan University of Technology
关键词
大体积混凝土
冷缩
水化热
控温措施
mass concrete
cool shrinkage
vaporization heat of water
control measure