下承式滑移模架在肋板式桥台处的施工技术  

Construction Technology of Through Traveling Form Ribbed-plate Abutment

作　　者：韦强[1] 

机构地区：[1]中铁一局集团第二工程有限公司,河北唐山063004

出　　处：《城市道桥与防洪》2014年第1期102-104,11,共3页Urban Roads Bridges & Flood Control

摘　　要：介绍了济南黄河大桥30m滑移模架在肋板式桥台处的施工中,通过对滑移模架的调整,最终有效快捷经济地完成了末跨施工。该施工技术可供同行交流,并对同类工程的施工有一定借鉴作用。The article introduces the 30-m through traveling form in the construction of the ribbed-plate abutment of Jinan Huanghe River Bridge.The end span is finally efficiently quickly economically constructed by the adjustment of through traveling form.The above can be referred for the construction of the similar projects.

关 键 词：下承式滑移模架 箱梁 肋板式桥台 施工技术 

分 类 号：U445.463[建筑科学—桥梁与隧道工程]