蕰藻浜大桥主塔液压爬模施工  

Hydraulic Climbing Formwork in Construction of Main Pylon of Wenzaobang Bridge

作　　者：胡震敏 

机构地区：[1]宏润建设集团股份有限公司,上海市200235

出　　处：《城市道桥与防洪》2014年第4期165-167,9,共3页Urban Roads Bridges & Flood Control

摘　　要：上海市澄浏南路跨蕰藻浜大桥为独塔自锚式悬索桥,主塔高约68.57 m,采用液压爬模施工。该文根据蕰藻浜大桥主塔施工情况,详细地介绍了爬模结构组成、结构分析计算复核,以及施工注意事项,可为类似的工程施工作业提供有价值的参考。Shanghai Wenzaobang Bridge is a single-pylon self-anchored suspension bridge.Its main pylon is about 68.57m high,and is constructed by the hydraulic climbing formwork technology.Based on the construction of its main pylon,the article introduces the structure constitution,structure analysis and calculation recheck as well as construction precautions of climbing formwork in detail,which can be referred for the engineering construction of the similar projects.

关 键 词：主塔 液压爬模 结构组成 结构分析计算 

分 类 号：U445[建筑科学—桥梁与隧道工程] U448[交通运输工程—道路与铁道工程]