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大跨径预应力混凝土连续刚构桥悬浇法线性控制
引用本文:朱明星.大跨径预应力混凝土连续刚构桥悬浇法线性控制[J].山西建筑,2014(27):189-190,216.
作者姓名:朱明星
作者单位:贵州省交通建设工程检测中心有限责任公司
摘    要:以松柏山大桥为例,采用MIDAS软件建立了计算模型,对大跨径预应力混凝土连续刚构桥悬浇法线性控制进行了计算分析,为桥梁的后期建设提供了理论的立模标高数据。

关 键 词:连续刚构桥  预应力混凝土  悬浇段  计算

The cantilever method linear control of large span pre-stressed concrete continuous rigid frame bridge
ZHU Ming-xing.The cantilever method linear control of large span pre-stressed concrete continuous rigid frame bridge[J].Shanxi Architecture,2014(27):189-190,216.
Authors:ZHU Ming-xing
Affiliation:ZHU Ming-xing(Guizhou Traffic Construction Engineering Testing Center Limited Liability Company, Guiyang 550008, China)
Abstract:Taking Songbai Mountain bridge as an example,this paper established the calculation model using MIDAS software,made calculation and analysis on cantilever method linear control of large span pre-stressed concrete continuous rigid frame bridge,provided theory vertical mold elevation data for post bridge construction.
Keywords:continuous rigid frame bridge  pre-stressed concrete  cantilever  calculation
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