|本期目录/Table of Contents|

[1]万水,李淑琴,马磊.波形钢腹板预应力混凝土组合箱梁结构在中国桥梁工程中的应用[J].建筑科学与工程学报,2009,26(02):15-20.
 WAN Shui,LI Shu-qin,MA Lei.Application of Prestressed Concrete Composite Box-girder Structure with Corrugated Steel Webs in Bridge Engineering in China[J].Journal of Architecture and Civil Engineering,2009,26(02):15-20.
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波形钢腹板预应力混凝土组合箱梁结构在中国桥梁工程中的应用(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
26卷
期数:
2009年02期
页码:
15-20
栏目:
出版日期:
2009-06-20

文章信息/Info

Title:
Application of Prestressed Concrete Composite Box-girder Structure with Corrugated Steel Webs in Bridge Engineering in China
作者:
万水李淑琴马磊
东南大学交通学院,江苏南京210096
Author(s):
WAN Shui, LI Shu-qin, MA Lei
School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China
关键词:
波形钢腹板 组合结构桥梁 抗剪连接件 屈曲
Keywords:
corrugated steel web composite structure bridge shear connector buckling
分类号:
TU279.7
DOI:
-
文献标志码:
A
摘要:
介绍了波形钢腹板预应力混凝土(PC)组合箱梁桥中波形钢腹板的设计方法,给出了中国在建和已建的该类桥梁结构中波形钢腹板的抗剪屈曲界限图,总结了中国在这种桥梁中所使用的几种抗剪连接件形式,并介绍了2种新型的抗剪连接件及2007年以来中国在建的4座波形钢腹板PC组合箱梁桥的结构及其特点,为今后这种结构的桥梁建设提供了有益的参考。
Abstract:
The design method for the corrugated steel webs of the prestressed concrete(PC)composite box-girder bridge was introduced. The shear buckling boundary chart about corrugated steel webs in this type of bridge structure was worked out which included constructed and being built bridges in China in recent years. Some kinds of shear connectors which were used in bridges building in China were summarized, and two kinds of new shear connectors were introduced. The structures and characteristics of four PC composite box-girder bridges with corrugated steel webs being built in China since 2007 were introduced in order to provide the beneficial reference for the construction about this kind of bridge in the future.

参考文献/References:

[1] 常兴文.全比例波形钢腹板PC箱梁力学特性试验研究[J].桥梁建设,2006(4):18-20. CHANG Xing-wen.Test Study of Mechanical Behavior of Full-size PC Box Girder Composited with Corrugated Steel Webs[J].Bridge Construction,2006(4):18-20.
[2]万 水,汤 意,王劲松.波形钢腹板PC组合箱梁结构特点分析与试验研究[J].南京理工大学学报,2004,28(5):498-501. WAN Shui,TANG Yi,WANG Jin-song.Experimental Test of Structural Property of Prestressed Concrete Box-girder with Corrugated Steel Webs[J].Journal of Nanjing University of Science and Technology,2004,28(5):498-501.
[3]万 水,蒋正国,孟文节.波形钢腹板PC箱梁桥的结构特点与施工[C]//崔京浩.第15届全国结构工程学术会议论文集Ⅲ.北京:《工程力学》杂志社,2006:86-89. WAN Shui,JIANG Zheng-guo,MENG Wen-jie.Structural Property and Construction of Prestressed Concrete Box-girder with Corrugated Steel Webs[C]//CUI Jing-hao.Proceedings of the Fifteenth National Conference on Structural Engineering Ⅲ.Beijing:Engineering Mechanics Press,2006:86-89.
[4]吴文清,万 水,叶见曙,等.波形钢腹板组合箱梁剪力滞效应的空间有限元分析[J].土木工程学报,2004,37(9):31-36. WU Wen-qing,WAN Shui,YE Jian-shu,et al.3-D Finite Element Analysis on Shear Lag Effect in Composite Box Girder with Corrugated Steel Web[J].China Civil Engineering Journal,2004,37(9):31-36.
[5]刘玉擎.波折腹板组合箱梁桥结构体系分析[J].桥梁建设,2005(1):1-4. LIU Yu-qing.Analysis of Structural System of Box Girder Bridge Composited with Corrugated Steel Webs[J].Bridge Construction,2005(1):1-4.
[6]刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005. LIU Yu-qing.Composite Structure Bridge[M].Beijing:China Communications Press,2005.
[7]徐 岳,朱万勇,杨 岳.波形钢腹板PC组合箱梁桥抗弯承载力计算[J].长安大学学报:自然科学版,2005,25(2):60-64. XU Yue,ZHU Wan-yong,YANG Yue.Calculation of Ultimate Moment Capacity of Prestressed Concrete Box-girder Bridge with Corrugated Steel Webs[J].Journal of Chang'an University:Natural Science Edition,2005,25(2):60-64.
[8]刘 磊,钱冬生.波纹钢腹板的受力行为[J].铁道学报,2000,22(增):53-56. LIU Lei,QIAN Dong-sheng.Behaviors of Corrugated Steel Webs Under Loading[J].Journal of the China Railway Society,2000,22(S):53-56.
[9]刘 磊,钱冬生.波纹钢腹板预应力结合梁桥[J].国外公路,1999,19(1):26-30. LIU Lei,QIAN Dong-sheng.Prestressed Composited Bridge with Corrugated Steel Webs[J].Journal of Foreign Highway,1999,19(1):26-30.
[10]徐君兰,顾安邦.波形钢腹板组合箱梁桥的结构与受力分析[J].重庆交通学院学报,2005,24(2):1-4. XU Jun-lan,GU An-bang.Analysis on Structure and Force Principle of Composite Box-grider Bridge with Corrugated Steel Webs[J].Journal of Chongqing Jiaotong University,2005,24(2):1-4.
[11]胡旭辉,顾安邦,徐君兰.腹板倾角对波形钢腹板箱梁受力性能的影响[J].重庆交通学院学报,2006,25(1):1-3. HU Xu-hui,GU An-bang,XU Jun-lan.Influence of Webs Inclination on Mechanical Behaviors of Box Girder with Corrugated Steel Webs[J].Journal of Chongqing Jiaotong University,2006,25(1):1-3.
[12]杨 明,孙 筠,张树仁,等.波纹钢腹板体外预应力箱梁桥的发展与展望[J].公路交通科技,2006,23(12):72-75. YANG Ming,SUN Yun,ZHANG Shu-ren,et al.Development and Prospect of Externally Prestressed Box Beams with Corrugated Steel Webs[J].Journal of Highway and Transportation Research and Development,2006,23(12):72-75.
[13]宋建永,张树仁,王宗林.波纹钢腹板体外预应力组合梁全过程分析[J].哈尔滨工业大学学报,2003,35(5):590-593. SONG Jian-yong,ZHANG Shu-ren,WANG Zong-lin.Ultimate Strength Analysis and Test Analysis for Externally Prestressed Composite Beams withCorru-gated Steel Webs[J].Journal of Harbin Institute of Technology,2003,35(5):590-593.
[14]宋建永,张树仁,吕建鸣.波纹钢腹板剪切屈曲分析中初始缺陷的模拟和影响程度分析[J].公路交通科技,2004,21(5):61-64. SONG Jian-yong,ZHANG Shu-ren,LU Jian-ming.Simulation and Impact Analysis for Initial Imperfections in Shear Buckling Analysis for Corrugated Steel Webs[J].Journal of Highway and Transportation Research and Development,2004,21(5):61-64.
[15]宋建永,任红伟,黄德耕.波折腹板组合梁桥参数化建模与计算模块开发[J].公路交通科技,2006,23(3):40-43. SONG Jian-yong,REN Hong-wei,HUANG De-geng.Research on Parametric Modeling and Calculation Module of Composite Bridges with Corrugated Webs[J].Journal of Highway and Transportation Research and Development,2006,23(3):40-43.
[16]陈宝春,黄 玲,吴庆雄.波形钢腹板部分斜拉桥[J].世界桥梁,2004(4):5-8. CHEN Bao-chun,HUANG Ling,WU Qing-xiong.Extradosed Bridges with Corrugated Steel Webs[J].World Bridges,2004(4):5-8.
[17]陈宝春,黄卿维.波形钢腹板PC箱梁桥应用综述[J].公路,2005(7):45-53. CHEN Bao-chun,HUANG Qing-wei.A Summary of Application of Prestressed Concrete Box-girder Bridges with Corrugated Steel Webs[J].Highway,2005(7):45-53.
[18]陈宝春,王远洋,黄卿维.波形钢腹板混凝土拱桥新桥型构思[J].世界桥梁,2006(4):10-14. CHEN Bao-chun,WANG Yuan-yang,HUANG Qing-wei.Conception of New Type of Concrete Arch Bridge with Corrugated Steel Webs[J].World Bridges,2006(4):10-14.
[19]刘 岚,崔铁万.本谷桥的设计与施工--采用悬臂架设施工法的波纹形钢腹板预应力混凝土箱梁桥[J].国外桥梁,1999(3):18-25. LIU Lan,CUI Tie-wan.The Design and Construction of Bengu Bridge-Cantilever Construction Method Used to Set Up the PC Box-girder Bridge with Corrugated Steel Webs[J].Foreign Bridges,1999(3):18-25.
[20]周一桥,钱建漳.折叠形钢腹板预应力混凝土箱梁[J].国外桥梁,2000(2):46-51. ZHOU Yi-qiao,QIAN Jian-zhang.The Box-girder with Corrugated Steel Webs[J].Foreign Bridges,2000(2):46-51.
[21]钱建漳.波形钢腹板预应力混凝土结合型箱梁的发展现状与施工[J].公路交通技术,2006(3):58-61. QIAN Jian-zhang.Current Status of Development and Construction of Waveform Steel Web Prestress Concrete Box Girder[J].Technology of Highway and Transport,2006(3):58-61.
[22]王福敏,张长青,周长晓.波形钢腹板箱梁研究成果综述[J].公路交通技术,2001(1):28-31. WANG Fu-min,ZHANG Chang-qing,ZHOU Chang-xiao.Summary of Research Results of Box-girder with Corrugated Steel Webs[J].Technology of Highway and Transport,2001(1):28-31.
[23]王福敏,周长晓,张长青.波形钢腹板箱梁承载能力试验研究[J].公路交通技术,2001(2):20-24. WANG Fu-min,ZHOU Chang-xiao,ZHANG Chang-qing.Experimental Study on Carrying Capacity of Box-girder with Corrugated Steel Webs[J].Technol-ogy of Highway and Transport,2001(2):20-24.

相似文献/References:

[1]陈宜言,陈宝春,林松.波形钢腹板PC组合箱梁抗扭性能试验与有限元分析[J].建筑科学与工程学报,2011,28(04):106.
 CHEN Yi-yan,CHEN Bao-chun,LIN Song.Experiment of Torsional Performance and Finite Element Analysis of PC Composite Box Girder with Corrugated Steel Webs[J].Journal of Architecture and Civil Engineering,2011,28(02):106.
[2]王志宇,张 涛,姜瑞娟,等.波形钢腹板-钢管混凝土翼缘组合梁桥疲劳性能的多尺度有限元分析[J].建筑科学与工程学报,2018,35(05):78.
 WANG Zhi-yu,ZHANG Tao,JIANG Rui-juan,et al.Multi-scale Finite Element Analysis of Fatigue Property Composite Girder Bridges with Corrugated Steel Webs and Concrete Filled Steel Tubes[J].Journal of Architecture and Civil Engineering,2018,35(02):78.

备注/Memo

备注/Memo:
收稿日期:2009-04-15
基金项目:国家自然科学基金项目(50078014)
作者简介:万 水(1960-),男,四川达州人,教授,博士研究生导师,工学博士,E-mail:wanshui60421@yahoo.com。
更新日期/Last Update: 2009-06-20