摘要
以深圳东宝河特大桥大跨度宽幅波形钢腹板PC箱梁非对称悬臂施工为实例,研究了0号段墩梁刚接、托架安装和0号段现浇,菱形挂篮安装和预压,梁段波形钢腹板运输和吊装,边跨支架、挂篮组合法施工,以及中跨跨中钢底板挂篮吊装、中跨合龙段挂篮施工和体外预应力悬浮装置张拉等施工关键技术。
Based on cantilever construction of non-symmetrical cantilever of the large-span wide width corrugated steel web PC box girder for Shenzhen Dongbao River Bridge,this paper introduces some construction technologies,including pier-girder consolidation in No. 0 segment,bracket installation and cast-in-situ concrete in No. 0 segment,the installation and preloading of diamond hanging basket,transportation and hoisting of the corrugated steel web in girder segment,side span stent-hanging basket combination method construction,as well as hanging basket hoisting of intermediate straddle steel plate,the hanging basket construction in midspan closure segment and tension of external prestressing suspension device.
出处
《施工技术》
CAS
2018年第5期58-59,91,共3页
Construction Technology
基金
中铁七局集团有限公司科技研发课题(2015-01)
关键词
桥梁工程
PC箱梁
波形钢腹板
钢底板
悬臂
施工技术
bridges
PC box girders
corrugated steel web
steel plate
cantilever
construction