摘要
通过南龙铁路合福联络线闽江特大桥上跨闽江216 m连续梁大体积0号段为实例,提出了采用装配式托架法施工工法,分析了水中高墩处大体积0号段托架主要结构的设计及计算,解决了材料周转及经济效益,保证了施工质量。
Taking the large volume 0# section of 216 m continuous beam across Minjiang River on the Hefu liaison line of Nanlong railway as an example,this paper puts forward the construction method of using assembled bracket method,analyzes the design and calculation of the main structure of the large volume 0# section bracket at the high pier in the water,solves the material turnover and economic benefit,and ensures the construction quality.
作者
朱山山
Zhu Shanshan(No.1 Engineering Corporation Limited of China Railway Twenty Bureau Group,Suzhou 215151,China)
出处
《山西建筑》
2020年第3期143-145,共3页
Shanxi Architecture
关键词
高墩
托架
施工质量
high pier
bracket
construction quality
