摘要
介绍了上海轨道交通17号线西延伸工程先张法预应力U型梁生产线布置、张拉工装与设备、张拉工序、同步张拉措施等,计算了3×30m跨U型梁张拉工艺下预应力损失和张拉伸长值,并选择U型梁典型部位预应力筋对其张拉过程中的锚下应力进行测试。
The production line layout,tensioning tools and equipment,tensioning process and synchronous tensioning measures on pretensioning U-shaped beams of Shanghai metro Line 17 west extension project were introduced.The prestressing loss and tensioning length of 3×30m span U-shaped beam under the tensioning process are calculated.Moreover,some typical prestressing strands of the U-shaped beam are selected to test the anchor stress during the tensioning process.
作者
周建诚
张德锋
陆峰
ZHOU Jiancheng;ZHANG Defeng;LU Feng(Shanghai Construction Building Materials Technology Group Co.,Ltd.,Shanghai 200086,China;Shanghai Construction Equipment Engineering Co.,Ltd.,Shanghai 200129,China)
出处
《建筑结构》
北大核心
2023年第S01期1765-1770,共6页
Building Structure
关键词
轨道交通
先张法
预制U型梁
预应力张拉
锚下应力测试
rail transport
pretensioning method
precast U-shaped beam
prestress tensioning
stress test under anchor