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48+80+48m连续梁支架法施工技术
引用本文:王守彦.48+80+48m连续梁支架法施工技术[J].科学之友,2011(9).
作者姓名:王守彦
作者单位:中铁六局太原铁建北同蒲项目部;
摘    要:文章以北同蒲增四线DK41+555跨大运高速联络线特大桥48+80+48 m现浇连续梁工程实例,从地基基础处理、支架搭设及预压、钢筋绑扎、预应力管道埋设、混凝土施工以及预应力施工等方面作了详细阐述,特别是对施工中的基础处理、支架搭设和预压等重难点作了详细分析和说明。

关 键 词:现浇连续梁  施工技术  

48+80+48 m Continuous Beam Construction Technique Support
Wang Shouyan.48+80+48 m Continuous Beam Construction Technique Support[J].Friend of Science Amateurs,2011(9).
Authors:Wang Shouyan
Institution:Wang Shouyan
Abstract:The four-lane north Tongpu by DK41 +555 tie lines across the expressway,bridge 48+80+48 m situ continuous beam engineering practice,from the foundation treatment,support and pre-erection pressure,steel binding,and prestressed Laid,and prestressed concrete construction and other aspects of it were described in detail,especially in the construction of the foundation treatment,support and pre-press and other re-erection of a detailed analysis and interpretation difficult.
Keywords:continuous cast beam  construction  
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