既有斜拉桥结构的检测及承载能力评定
[Abstract]:In the construction of Chinese road network, the beam of cable-stayed bridge is in the stage of rapid development. With the increasing traffic flow in our country, the road load class is increasing, and the heavy-duty vehicle is getting more and more, and the cable-stayed bridge has excellent bearing capacity and service performance. As with the common concrete beam bridge, in the course of operation, the bridge structure of the cable-stayed bridge will have various types and degree of damage and defect sooner or later, so that the bearing level of the bridge can no longer meet the requirements of the running load. How to accurately detect the structure of these cable-stayed bridges and the evaluation of the carrying capacity of the cable-stayed bridge has an impact on the credibility of the important basis for directly guiding the structure of the cable-stayed bridge. Therefore, it is necessary to carry out in-depth research on the characteristics of the detection and evaluation of the existing cable-stayed bridge structure and the characteristics of the reinforcement treatment. In view of the above situation, the following work is carried out in connection with the detection and evaluation of a single-tower cable-stayed bridge. (1) The construction status of cable-stayed bridge at home and abroad and the structure and force characteristics of cable-stayed bridge are introduced, and the significance of the evaluation and maintenance of cable-stayed bridge is pointed out. (2) The common diseases and the formation mechanism of the cable-stayed bridge are analyzed, and the corresponding detection method and the basic theory are introduced for different diseases, and the structural check and load test of the cable-stayed bridge are introduced. (3) The evaluation theory and method of existing bridge technical condition are described in detail, each method is evaluated, its use condition is defined, and it is pointed out that it is necessary to comprehensively use various methods to evaluate the bridge. (4) The comprehensive structure detection, structural check, load test and structural evaluation of a single-tower cable-stayed bridge are carried out, and the opinions and suggestions on the reinforcement and maintenance of the bridge are put forward, and further, through the comprehensive test and load test on the bridge, The cause of the bridge and the use of the bridge are analyzed. Technical data for the operation and maintenance of the bridge and the same type of bridge are provided.
【学位授予单位】:西南交通大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U446;U448.27
【参考文献】
相关期刊论文 前10条
1 Mohsen-Ali Shayanfar;Mohammad-Ali Barkhordari;Mohammad Ghanooni-Bagha;;Probability calculation of rebars corrosion in reinforced concrete using css algorithms[J];Journal of Central South University;2015年08期
2 许薛军;张肖宁;;Crack detection of reinforced concrete bridge using video image[J];Journal of Central South University;2013年09期
3 白金超;张澎涛;;服役三十年的斜拉桥检测与状态评估[J];上海公路;2012年04期
4 杨鸥;李惠;欧进萍;;钢筋混凝土斜拉桥寿命期内整体极限承载力分析[J];土木工程学报;2012年03期
5 刘金平;;独塔混合梁斜拉桥承载力的检测与评定[J];世界桥梁;2011年04期
6 杨小森;闫维明;陈彦江;何浩祥;唐伟力;;面向养护策略的大跨度斜拉桥技术状态评估方法研究[J];公路;2010年08期
7 卢力强;;斜拉桥结构检测及受力状态评估[J];山西建筑;2009年34期
8 单德山;李乔;翁燕;;层次分析法在混凝土斜拉桥性能评价中的应用[J];桥梁建设;2009年02期
9 李颖;张廉;唐颖栋;;桥梁结构无损检测与评估研究进展[J];中外公路;2009年01期
10 P.Galvina;J.Dominguez;;拉索板式钢拱桥的动力分析[J];钢结构;2008年01期
相关博士学位论文 前1条
1 万臻;斜拉桥结构可靠性评估及剩余寿命预测[D];西南交通大学;2006年
相关硕士学位论文 前5条
1 孙会;旧桥检测及加固方法研究与应用[D];长安大学;2013年
2 莫飞;大邑方渡大桥检测与评估[D];西南交通大学;2011年
3 游姗;独塔斜拉桥的检测与评估[D];武汉理工大学;2011年
4 余华丽;既有桥梁的检测与评估[D];西南交通大学;2010年
5 姜军;预应力混凝土斜拉桥检测评估与加固技术研究[D];西南交通大学;2003年
,本文编号:2500338
本文链接:https://www.wllwen.com/kejilunwen/daoluqiaoliang/2500338.html