波形钢腹板预应力混凝土组合箱梁悬臂法施工质量控制措施——以南照淮河公路特大桥为例  

Construction Quality Control Measures of Prestressed Concrete Composite Box Girder with Corrugated Steel Web by Cantilever Method——Taking Nanzhao Huaihe Highway Bridge as an Example

作　　者：王壮飞 Wang Zhuangfei(Anhui Xinlu Construction Engineering Group Co.,Ltd.,Fuyang,Anhui 236000)

机构地区：[1]安徽省新路建设工程集团有限责任公司,安徽阜阳236000

出　　处：《工程技术研究》2022年第11期169-171,共3页Engineering and Technological Research

摘　　要：文章结合阜阳市南照淮河公路特大桥波形钢腹板预应力混凝土组合箱梁悬臂施工方法,详细介绍了挂篮安装及拆除、波形钢腹板施工、混凝土和预应力施工等工艺质量控制措施,可为同类型桥梁施工质量控制提供参考依据。波形钢腹板预应力混凝土组合箱梁是一种新型的钢混组合结构,符合我国绿色工程建设理念,对桥梁工程的发展具有深远的意义。Combined with the cantilever construction method of prestressed concrete composite box girder with corrugated steel web of Nanzhao Huaihe Highway Bridge in Fuyang City, this paper introduces in detail the process quality control measures such as the installation and demolition of the hanging basket, corrugated steel web construction, concrete and prestressed construction, which can provide references for the construction quality control of the same type of bridges. Prestressed concrete composite box girder with corrugated steel web is a new type of steel-concrete composite structure, which conforms to the concept of green engineering construction in China and has far-reaching significance for the development of bridge engineering.

关 键 词：波形钢腹板 预应力混凝土组合箱梁 悬臂施工 

分 类 号：U445.4[建筑科学—桥梁与隧道工程]