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四跨一联预应力混凝土连续宽箱梁空间分析
引用本文:朱波,刘晓苹,黄锦源. 四跨一联预应力混凝土连续宽箱梁空间分析[J]. 城市道桥与防洪, 2005, 0(2): 55-58
作者姓名:朱波  刘晓苹  黄锦源
作者单位:上海城市建设设计研究院,上海,200011;上海城市建设设计研究院,上海,200011;上海城市建设设计研究院,上海,200011
摘    要:结合上海市中环线虹梅路立交工程对主线四跨一联预应力混凝土连续宽箱梁进行空间分析,得到结构在荷载作用下的剪力滞效应分布规律、截面实际中性轴与平截面假定中性轴的比较、偏载下支座反力的分布规律、挑臂横向挠度、偏载下的偏载系数以及增设跨中横隔板与否对结构受力状态的影响等结论。

关 键 词:连续宽箱梁  剪力滞效应  中性轴  支座反力  挑臂横向挠度  偏载系数  上海中环线
文章编号:1009-7716(2005)02-0055-04
修稿时间:2004-04-06

Analysis of Space of Prestressed Concrete Continuous Wide Box Bean with Four Spans
Zhu Bo,Liu Xiaoping,Huang Jinyuan. Analysis of Space of Prestressed Concrete Continuous Wide Box Bean with Four Spans[J]. Urban Roads Bridges & Flood Control, 2005, 0(2): 55-58
Authors:Zhu Bo  Liu Xiaoping  Huang Jinyuan
Abstract:Combining Hongmei Road Interchange Project of Shanghai Middle Ring Road, the paper analyzes the space of prestressed concrete continuous wide box beam with four spans of main road to get the conclusion such as shear lag effect distribution rule of the structure under loading action, the comparison between the section actual neutral axle and flat section assumed neutral axle, the distribution rule of support abutment reaction under eccentric load, the transverse deflection of cantilever, eccentric load coefficient under eccentric load and whether to add the diaphragm plate at span center or not influences on the structural forced state.
Keywords:continuous wide box beam   shear lag effect   neutral axle   support abutment inverse force   transverse deflection of cantilever   eccentric load coefficient   Shanghai Middle Ring Road
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