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S226海滨大桥连续箱梁挂篮悬浇施工
引用本文:陈一飞,袁达贵,邵劭,瞿洪海.S226海滨大桥连续箱梁挂篮悬浇施工[J].城市道桥与防洪,2007(9):79-84.
作者姓名:陈一飞  袁达贵  邵劭  瞿洪海
作者单位: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
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。

关 键 词:连续箱梁  挂篮  设计  施工
文章编号:1009-7716(2007)09-0079-06
收稿时间:2007-07-03

Form Traveler Coating Construction of Continuous Box Girder of S226 Haibin Bridge
Chen Yifei,Yuan Dagui,Shao Shao,Qu Honghai.Form Traveler Coating Construction of Continuous Box Girder of S226 Haibin Bridge[J].Urban Roads Bridges & Flood Control,2007(9):79-84.
Authors:Chen Yifei  Yuan Dagui  Shao Shao  Qu Honghai
Abstract: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.
Keywords:continuous box girder  form traveler  design  construction  
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