Monitoring of Long-span Self-anchored Arch Bridge Constructed with Rotation Method

被引:10
|
作者
Hu, Juan
Sun, Xiaoyi
Jiao, Shengjun
机构
关键词
long-span; self-anchored arch bridge; Rotation Construction; Monitoring;
D O I
10.4028/www.scientific.net/AMM.178-181.1977
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent years, rotation construction is widely used in construction of arch birdge, and the method of construction is difficult and has complicated process. Construction process control for rotation construction of the long-span anch bridge is not only the key measure to ensure the states meeting the design requirements of the constructed bridge, but also is the important part to ensure the construction quality and safety. Therefore, it is necessary to control the construction for the long-span self-anchored arch bridge. The paper established the control system according to the rotation constrcution for the long-span self-anchored arch bridge which is overpass a exited major highway. And took a follow-up observations for the actual states of the constructing arch bridge, and used the finite enlement software ANSYS to analyze the stress of the structure and static and dynamic stress in the process of rotation construction. Comparing the theoretical value to the measured results showed that there was good meet between the results. And the rotation construction was stable, the vertical displacement and the acceleration were smaller, and didn't take a bad effects on the structure. According to the results of the finite element and monitoring, it will provide the target of the construction monitoring for each construction segment, and meet the final design of the bridge, furthermore it will provide a reliable reference for the smooth progress of construction.
引用
收藏
页码:1977 / 1982
页数:6
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