高速铁路双线简支箱梁多种支架原位现浇施工技术高速铁路双线简支箱梁多种支架原位现浇施工技术 摘要:通过广深港高速铁路,对碗扣满堂支架、钢管支墩托架和军用墩组合支架现浇箱梁施工的方案的选择、结构布置和拆除、支架预压等进行了阐述,为同类工程提供了参考和借鉴
关键词: 高速铁路现浇箱梁碗扣满堂支架钢管支墩托架军用墩组合支架 Abstract: through the Guangzhou-Shenzhen-Hong Kong Express rail link, the bowl buckle trestle, steel pier bracket and military pier combined supports cast-in-place box beam construction scheme selection, layout and demolition, prepressing undertook elaborating, offer a reference for similar engineering and drawing
Key words: high speed railway cast-in-place box girder trestle steel bowl button buttress bracket military pier combined bracket 中图分类号:TU74 文献标识码: A 文章编号: 1、引言 本文以广深港高速铁路的屏山涌特大桥为例,对施工中采纳碗扣满堂、钢管支墩托架和军用墩组合支架现浇箱梁进行阐述,可为同类工程提供借鉴
2、工程概况 广深港高速铁路屏山涌特大桥桥梁全长 7582m,墩身为双线圆端型实心墩和薄壁空心墩,墩身高度大部分在 15m 以上;梁体结构形式为单箱单室等高度简支箱梁,梁长有 32
89 m、3