S226海滨大桥连续箱梁挂篮悬浇施工  

Form Traveler Coating Construction of Continuous Box Girder of S226 Haibin Bridge

作　　者：陈一飞[1] 袁达贵[1] 邵劭 瞿洪海 

机构地区：[1]解放军理工大学,江苏南京210007 [2]江苏省水利工程科技咨询有限公司,江苏南京210029

出　　处：《城市道桥与防洪》2007年第9期79-84,共6页Urban Roads Bridges & Flood Control

摘　　要：该文从挂篮荷载计算、施工流程、支座及临时固结施工、挂篮安装及试验、合拢段施工、模板制作安装、钢筋安装、混凝土的浇筑及养生、测量监控等方面入手,介绍了S226海滨大桥主桥连续预应力混凝土变截面箱梁2#～7#块、8#、8'#块合拢段采用挂篮悬浇的施工方法。The article introduces the form traveler coating construction method used in 2# ~ 7#,8# and 8'# closing-up sections of the main bridge continuous pre-stressed concrete non-uniform box girder of S226 Haibin Bridge from the aspects of the form traveler load calculation,construction process,support and temporary bonding construction,form traveler installation and experiment,closing-up section construction,form manufacture and installation,steel bar erection,concrete coating and curing,measuring and monitoring,etc.

关 键 词：连续箱梁 挂篮 设计 施工 

分 类 号：U445[建筑科学—桥梁与隧道工程]