摘要
在南水北调中线京石段工程跨渠大跨度桥梁建筑施工中,为实现一跨过渠无阻水目标,桥梁主体全部采用预应力混凝土箱梁结构,跨度为50m,主要介绍预应力混凝土箱梁施工工艺、方法、张拉技术及主要缺陷的处理措施。
In order to cross channel without stop the flow, the large span bridge body is constructed with prestressed concrete box beam structure and the span is 50 m in the Shijiazhuang-Beijing section of the Mid route in the South-to-North Water Transfer Project. It introduced the construction craft, method, tension technique, and the defect treatment of prestressed concrete box beam.
出处
《南水北调与水利科技》
CAS
CSCD
2009年第A01期6-8,24,共4页
South-to-North Water Transfers and Water Science & Technology
关键词
后张法
预应力混凝土箱梁
施工工艺
张拉
压浆
封端
问题处理
post-tensioning method
prestressed concrete box girder
construction technique
tension
mud jacking
terminated
problem settlement