摘要
混凝土结构在建设和使用过程中容易出现不同程度、不同形式的裂缝,这是一个相当普遍的现象。大体积混凝土结构出现裂缝则是更加普遍,特别是因水泥水化热引起的温度差产生的温度应力裂缝,是长期困扰施工人员的一个技术难题,一直未能得到很好的解决。结合某特高压输电线路的实践经验,对大体积混凝土进行热工计算,进而总结出大体积混凝土裂缝的控制措施,以供大家今后参考借鉴。
Reinforced concrete structure in the process of construction and use of prone to varying degrees, different forms of cracks, this is a very common phenomenon. Cracks in mass concrete structure is more common, especially caused by cement hydration heat temperature difference of temperature stress crack, is a technical difficulty in construction personnel for a long time, haven't been able to get a good solution. Combined with the experience of a uhv transmission lines, the calculation of the thermal mass concrete and summarizes the control measures of mass concrete crack, for everybody reference in the future.
出处
《科技与创新》
2014年第3期50-51,共2页
Science and Technology & Innovation
关键词
大体积混凝土
裂缝原因
温度应力
裂缝控制
large volume concrete
crack reason
temperature stress
crack control