|本期目录/Table of Contents|

[1]吕志涛.高速铁路桥梁建设中的结构问题[J].建筑科学与工程学报,2006,23(03):1.
 LV Zhi-tao.Structural Problems in High-Speed Railway Bridge Construction[J].Journal of Architecture and Civil Engineering,2006,23(03):1.
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高速铁路桥梁建设中的结构问题(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
23卷
期数:
2006年03期
页码:
1
栏目:
出版日期:
2006-09-20

文章信息/Info

Title:
Structural Problems in High-Speed Railway Bridge Construction
作者:
吕志涛
东南大学 土木工程学院,江苏 南京 210096
Author(s):
LV Zhi-tao
School of Civil Engineering, Southeast University, Nanjing 210096, Jiangsu, China
关键词:
高速铁路 桥梁振动 环境噪声 耐久性 箱梁设计 微挠度控制 智能预应力
Keywords:
high-speed railway bridge vibration ambient noise durability box beam design micro deflection control intelligent prestress
分类号:
U238
DOI:
-
文献标志码:
A
摘要:
从结构工程角度研究并探索了减少高速铁路桥梁振动的技术和措施,包括:运用预应力技术,作好桥梁的微挠度控制; 搞好PC箱梁预应力设计,解决PC箱梁的斜裂缝和挠度难题; 采用体外预应力提高桥梁结构刚度; 采用碳纤维增强塑料(CFRP)外包技术,加强桥墩柱抗震能力; 探索智能预应力理论及其在桥梁中的应用。此外,提出了采用加气轻质混凝土(ALC)板建造声屏障以消除噪声的建议,介绍了采用新型材料CFRP索建造混凝土斜拉桥的创新研究和工程实践。
Abstract:
Author researched and explored the techniques and measures to reduce vibration of high-speed train bridges from the viewpoint of structure engineering, such as applying prestressing techniques to control micro deflection of bridges; doing well design of PC box beam to resolve skew cracking and deflection problems; adopting external prestressing techniques to improve structure stiffness of bridges; adopting outside wrapping CFRP column techniques to enhance aseismatic ability of piers; exploring the theories of intelligent prestressing theory in bridge structures. Moreover, author also put forward using ALC slabs to build noise barrier in order to eliminate noise. Finally, innovation research and engineering practice of a concrete cable-stayed bridge with CFRP cables were briefly introduced.

参考文献/References:

[1] 吴成三.高速铁路上的桥梁[J].铁道工程学报,1998,23(4):29-34. WU Cheng-san.Bridge on the High-Speed Railway[J].Journal of Railway Engineering,1998,23(4):29-34.
[2]王景全,刘 钊,吕志涛.铁路桥梁挠度智能主动控制[J].交通运输工程学报,2005,5(3):52-55. WANG Jing-quan,LIU Zhao,LU Zhi-tao.The Intelligent Active Control for the Deflection of Railway Bridges Box Girders[J].Journal of Traffic and Transportation Engineering,2005,5(3):52-55.
[3]PACHECO P.Organic Prestressing-An Example of an Effector System[J].Structural Concrete,2002,3(6):107-113.
[4]吕志涛.新世纪的土木工程与可持续发展[J].交通运输工程学报,2002,2(1):1-5. LU Zhi-tao.Civil Engineering and Sustainable Development in 21th Century[J].Journal of Traffic and Transportation Engineering,2002,2(1):1-5.
[5]梅葵花.CFRP拉索斜拉桥的研究[D].南京:东南大学,2005. MEI Kui-hua.Study on Cable-Stayed Bridges with CFRP Cables[D].Nanjing:Southeast University,2005.
[6]陈允锐.新型铁路桥梁声屏障结构试验研究[D].南京:东南大学,2006. CHEN Yun-rui.Study on New Type Structure of Noise Barrier of Railway Bridge by Experimentation[D].Nanjing:Southeast University,2006.
[7]TU Yong-ming,LU Zhi-tao.Durability Design of Prestressed Concrete Structures[J].Journal of Southeast University:English Edition,2005,21(1):73-77.
[8]吕志涛.高性能材料FRP应用与结构工程创新[J].建筑科学与工程学报,2005,22(1):1-5. LU Zhi-tao.Application of High Performance FRP and Innovations of Structure Engineering[J].Journal of Architecture and Civil Engineering,2005,22(1):1-5.

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备注/Memo

备注/Memo:
收稿日期:2006-07-30
作者简介:吕志涛(1937-),男,浙江新昌人,教授,博士生导师,中国工程院院士,E-mail:luzhitao@seu.edu.cn。
更新日期/Last Update: 2006-09-20