摘要
通过对目前我国铁路既有线简支梁桥在铁路提速中出现的主要问题及其原因进行分析,发现主要是由简支梁桥横向刚度不足所致,并对目前简支梁桥的加固方法进行了介绍;在此基础上对今后我国高速铁路建设中简支梁桥的截面形式和结构型式提出了一些建议,有益于今后高速铁路桥梁建设。
After analyzing the main problems of the simple-supported railway bridges of the existing railway occurring after train acceleration, as well as the causes leading to them, the paper finds out that most of the problems result from the deficiency of the transverse rigidity of the simple-supported railway bridges, on the basis of which some of the present consolidating methods are introduced in the paper, with some forms of the cross-sections of the simple-supported railway bridge girders, and types of structure for express railways in our country suggested, which may be useful for the construction of express railways in the future.
出处
《国防交通工程与技术》
2007年第2期7-9,共3页
Traffic Engineering and Technology for National Defence
关键词
铁路桥梁
加固
提速
横向刚度
截面形式
结构型式
railway bridge
consolidate
train acceleration
transverse rigidity
form of the cross-section
type of the structure