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杭嘉湖南排新兴桥工程拱肋施工方法探讨
引用本文:华建飞,应博.杭嘉湖南排新兴桥工程拱肋施工方法探讨[J].浙江水利水电专科学校学报,2011,23(1):48-50.
作者姓名:华建飞  应博
作者单位:1. 浙江省第一水电建设集团有限公司,浙江杭州,310051
2. 浙江省水利水电建筑监理公司,浙江杭州,310000
摘    要:杭嘉湖南排新兴桥工程是一座跨度为70 m的下承式系杆拱桥.针对该桥建设时遇到的临时借地费用高、安装风险大、影响社会道路通行等难题,提出了拱肋现浇的施工方法,并将其与预制吊装方案进行了技术性、经济性比较,认为系杆拱拱肋采用常规的混凝土现浇方案,在节约用地、保护环境、规避高空大吨位结构物吊装风险、节约施工成本等方面有较大优势.

关 键 词:杭嘉湖南排  新兴桥工程  系杆拱桥  现浇拱肋

Arch Rib Construction of Xinxing Bridge Project
HUA Jian-fei,YING Bo.Arch Rib Construction of Xinxing Bridge Project[J].Journal of Zhejiang Water Conservancy and Hydropower College,2011,23(1):48-50.
Authors:HUA Jian-fei  YING Bo
Affiliation:1.Zhejiang No.1 Hydropower Construction Group Co.,Ltd.,Hangzhou 310051,China;2.Zhejiang Water Conservancy and Hydropower Construction Supervision Company,Hangzhou 310000,China)
Abstract:Nanxing Bridge is through bowstring arch bridge with the span of 70 meters in South Rowing Engineering of Hangzhou-Jiaxing-Huzhou District.The constructing approach of situ-casting arch rib is put forward in the paper in order to avoid the high cost,risky installation risky and traffic jam,which is also compared with precast hoisting in the perspectives of technology and economy.It proves that the concrete bowstring arch bridge by conventional techniques is superior in land and cost saving,environmental protection with less large-tonnage hoisting risk in high altitude.
Keywords:South Rowing Engineering of Hangzhou-Jiaxing-Huzhou District  Xinxing Bridge Project  bowstring arch bridge  situ-casting arch rib
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