摘要
结合宁波市福明路跨铁路宁波东站斜拉桥索塔锚固区U型预应力筋张拉工艺模型试验,通过对索塔锚固区U型预应力筋施工控制研究,对此类预应力体系在斜拉桥索塔锚固区中的应用作了深入的探讨。
Combined with the extension model test of the U type prestressed tendon of cable-stayed bridge pylon anchorage zone of Ningbo Fuming Road overpassing Ningbo East Railway Station, through the research of construction control of cable pylon anchorage zone of U tendons, the application of the prestressed system in the anchorage zone of cable-stayed bridge is discussed in depth.
出处
《铁道建筑技术》
2013年第9期68-70,97,共4页
Railway Construction Technology
关键词
索塔
锚固区
U型钢束
试验
施工控制
cable support tower
anchorage zone
U type steel beam
test
construction control