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Analysis of Differences in Bridge and Culvert Designs of High—speed Railway between China and Germany |
WANG Ting—zheng |
China Railway Siyuan Survey and Design Group Co.Ltd,Wuhan,Hubei 430063,China |
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Abstract Research purposes: Through Introducing the experiences of the consult work with the experts from Germany,the brief analyses of the main arguments and technical differences in bridge and culvert designs between China and Germany are made for the purpose of initiating the deep discussion on the innovative thoughts and advanced technologies to push forward the technology for bridge and culvert designs for high—speed railway.
Research conclusions: There are the big differences in the culvert design,layout of bridge deck,calculation of train braking force and traction force,braking force on pier of continuous beam bridge,distribution of braking force,limited value of deformation of creep on beam,calculation method of pile foundation and principles of reinforcement of pile cap between China Railway and German Railway.Through communication and discussion,the reasons for the differences are known and the reasonable opinions of German experts are listened to,which can provide the reference to improving the construction quality of bridge and culvert in China.
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Received: 31 March 2009
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[1] 铁道部第三勘察设计院.铁路工程技术手册#桥梁设计 通用资料[K].北京:人民铁道出版社, 1994.
[2] 铁道部第三勘察设计院.铁路工程技术手册#桥梁地基 和基础[K].修订版.北京:人民铁道出版社, 1991.
[3] 雷俊卿,等.铁路桥梁墩台承受列车制动力的研究[C ]// 铁道部工程设计鉴定中心,中国铁道学会.铁路客运专 线建设技术交流会论文集.武汉:武汉长江出版社, 2005.
[4] 刘成宇.土力学和基础工程[M ].北京:人民铁道出版 社, 1983.
[5 ] 鄢勇,王庭正,陈列.武广铁路客运专线建设技术汇编 [Z].成都:西南交通大学出版社, 2007.
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