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大跨PC连续刚构桥大体积混凝土承台温控措施研究
引用本文:刘山洪,高丽,王一,柳源.大跨PC连续刚构桥大体积混凝土承台温控措施研究[J].重庆交通大学学报(自然科学版),2008,27(Z1).
作者姓名:刘山洪  高丽  王一  柳源
作者单位:1. 重庆交通大学,土木建筑学院,重庆,400074
2. 中铁一局,陕西,西安,710064
摘    要:大跨连续刚构桥大体积混凝土承台浇注是桥梁施工的关键工序之一。大体积混凝土承台裂缝控制措施好坏直接影响到桥梁质量及后期工作。针对实际工程水土嘉陵江特大桥右4#墩承台的温度控制、施工工艺等问题进行了研究,得出了一些具有工程应用价值的有效方法。

关 键 词:大体积混凝土  承台  温度控制  施工工艺

Study on Temperature Control of Mass Concrete about Cushion Cap on Large Span PC Continuous Rigid Frame Bridge
LIU Shan-hong,GAO Li,WANG Yi,LIU Yuan.Study on Temperature Control of Mass Concrete about Cushion Cap on Large Span PC Continuous Rigid Frame Bridge[J].Journal of Chongqing Jiaotong University,2008,27(Z1).
Authors:LIU Shan-hong  GAO Li  WANG Yi  LIU Yuan
Institution:LIU Shan-hong1,GAO Li1,WANG Yi1,LIU Yuan2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.First Engineering Group of CREC,Shanxi Xi\'an 710064,China)
Abstract:Casting mass concrete of pile caps in long-span continuous rigid frame bridge is one of the key processes during bridge construction.The measures of crack control in mass concrete of cap influence the quality of the bridge and service period directly.Taking the 4# pier cap,right in Shuitu Jialing River Bridge as an example,the temperature control,construction technology and other issues are studied.Some effective engineering methods with the value of application are obtained.
Keywords:massive concrete  pile caps  temperature control  construction technology  
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