摘要
黄延高速公路裢达沟特大桥主墩承台大体积混凝土浇注时,底部约束强,混凝土产生的水化热大,通过采取适当的温控措施,防止温度裂缝的产生。
While the massive concrete pouring of Liandagou Bridge of Huang- Yah super highway with strong bound at the bottom, concrete hydration heat is produced. Proper measures of temperature control prevented the formation of the temperature cracks.
出处
《平顶山工学院学报》
2008年第3期67-68,共2页
Journal of Pingdingshan Institute of Technology
关键词
大体混凝土
施工
温度裂缝
mass concrete
construction
temperature cracks