摘要
结合新建铁路宿淮线京杭运河特大桥连续梁桥桥工程0#段支架施工,对原0#段支架施工方案进行计算模型及计算荷载工况,发现存在的问题.在原有基础上进行改进,改进后方案经验算,符合施工的要求.改进后的技术可为同类工程施工提供借鉴.
Combined with the construction of 0# Segment of continuous beam of Grand Canal Bridge of newly built Suhuai railway line,model and load cases of the original section of the bracket 0#construction program are first calculated to find existing problems.Then,improvements based on the original program are made,through which the program can meet the construction requirements and the technology can provide reference for similar projects.
出处
《河北建筑工程学院学报》
CAS
2014年第1期18-23,共6页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
京杭运河特大桥
连续梁
0#段支架
施工技术
Grand Canal Bridge
continuous beam
0# segment bracket
construction technology
