Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Technology of Highway and Transport》 2012-01
Add to Favorite Get Latest Update

Research on Influences of Construction Parameters of PC Continuous Steel Structure Bridges on Disintegration of Baseplates

TIAN Shiqing,LI Maosheng,SHI Qingfan  
In accordance with disease features of disintegration of baseplates close to the middle of main span of PC continuous steel structure bridges,this paper calculates local stress of baseplates at closure sections by means of finite element analysis software,comparatively analyzes influences of relevant changes of construction parameters such as thickness of baseplates,diameter of corrugated pipes,protective layer of corrugated pipes and space between corrugated pipes,etc.on local stress of baseplates,and proposes a series of suggestions for construction design preventing disintegration of baseplates.
【Fund】: 贵州省交通厅科技项目(50879077)
【CateGory Index】: U448.23
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 6 Hits
1 Li Jian;Development and Engineering Practice of Prestressed Concrete Continuous Beam Bridge in China[J];Urban Roads Bridges & Flood Control;2001-01
2 Yan Yunzhong;Causes and Prevention Measures of Bursting on Box Girder Bottom Slab of Continuous Rigid Frame Bridge[J];Technology of Highway and Transport;2006-06
3 GUO Liangjiu1,LIU Xiaohui1,WANG Rong2;Research on Construction ControlL Technology for Curved Continuous Rigid Frame Bridge[J];Technology of Highway and Transport;2009-02
4 LI Qiang (Highway Administration Bureau of Henan Provincial Transport Department, Zhengzhou 450052, China);Development & Problems of Inherent Stress Concrete Continuous Rigid Frame Bridge[J];Transport Standardization;2009-19
5 HE Hua-gang ZHONG Ming-quan HAO Fu-jun;Analysis on steel strands space in main span bottom slab of large span PC continuous rigid frame[J];Shanxi Architecture;2009-17
6 PENG Yuan-cheng(The Second Highway Survey,Design and Research Institute Co.,Ltd.of China Communications,Wuhan 430057,China);Cause Analysis and Countermeasures for Bursting Cracks in Box Girder Bottom Slabs of Continuous Rigid-Frame Bridges[J];Bridge Construction;2008-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 DU Bin,ZHAO Renda(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Mechanism analysis and precautionary measures for cracking of prestressed concrete continuous box girder of long span continuous and rigid frame bridges[J];Sichuan Building Science;2010-03
2 LIU Shan-hong~1,QIAN Yong-jiu~2(1.Post-Doctoral Research Station of Traffic and Transp. Eng., Southwest Jiaotong University, Chengdu 610031, China;2.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);Research on web cracking control of long span PC box girder bridge[J];Journal of Chongqing Jiaotong University;2005-04
3 Tao Jiaqing,Jin Dayong,Chen Xi;Discussion on Relative Issues in Design of Continuous Rigid Frame Structure of Qianling Bridge[J];Urban Roads Bridges & Flood Control;2009-12
4 ZHONG Xin-gu(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China);Analysis and prevention of the cracks in continuous prestressed concrete box-girder bridges[J];Journal of Railway Science and Engineering;2006-03
5 ZHAO Zhen-kun (He bei Handan Jiaotong Bureau ,Handan 056002,China);Analysis of Longitudinal Cracks of Bian Dan He Bridge's Middle Span Closure Section Bottom Slab[J];Construction & Design for Project;2010-02
6 SHI Gang,TANG Xi-biao(Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China);Analysis of Formation Causes of Cracks in Top Slab of a Prestressed Concrete Continuous Box Girder Bridge[J];World Bridges;2009-04
7 Wei Chungen~1 Jiang Haibo~1 Ning Pinghua~2 Ouyang Shiwu~2(1.Faculty of Construction,Guangdong University of Technology,Guangzhou 510006,China;2.Guangzhou Municipal Engineering Design & Research Institute,Guangzhou 510060,China);GENETIC ANALYSIS OF LONGITUDINAL CRACKS IN CLOSURE SEGMENT OF AN EXTRALARGE BRIDGE IN DONGPU[J];Industrial Construction;2009-S1
8 CHENG Hao (Guizhou Expressway Development Coporation,Guiyang 550003,China);The analysis of the Cause of Crack in Bottom Slab of a Large Span Prestressed Concrete Continuous Rigid Frame Bridge[J];Journal of Guizhou University of Technology(Natural Science Edition);2008-03
9 HUANG Yaxin,ZHANG Dongdong,ZHAO Qilin (Engineering Institute of Corps of Engineers,PLA University of Science & Technology,Nanjing Jiangsu 210007,China);Causes of Longitudinal Cracks at Bottom Slab in Closure Segment of Prestressed Box Girder Bridge with Variable Height[J];Journal of Highway and Transportation Research and Development;2011-11
10 ZHANG Xin-zhi(China Communications Construction Company Road and Bridge Consultants CO.LTD,Beijing,100018,China);Discussion of the Causes and Treatments of the Soleplate Crack of the Continuous Rigid Frame Bridge[J];Journal of Hebei Normal University of Science & Technology;2010-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Yu-feng,XU Jun-lan,YU Wu-jun (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Causes and Precautionary Measures to Long-term Deflection of Long Span Pre-stressed Concrete Box Girder of Continuous Rigid Frame Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2007-04
2 LI Jiang shan (Guangdong Highway Design Institute, Guangzhou 510507,China);Some Noticeable Problems in Design of P.C. Continuous Box Girder[J];Highway;2002-02
3 BAO Li-xin 1,2, YANG Guang-lai 3,YANG Wen-jun 4 (1.Southwest Jiaotong University, Chengdu 610031,China;2.Chongqing Jiaotong University,Chongqing 400074,China; 3.Highways Bureau of Liuan City of Anhui Province, Liuan 237008, China; 4.Chongqing Expressway Development Company, Chongqing 400074,China);Approach to Crack Problems of Bottom Plate of Continuous Rigid Frame Bridges[J];Highway;2004-08
4 WANG Fa-wu,SHI Xue-fei(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);A Study on Long-Term Deflection Control of Long Span Prestressed Concrete Girder Bridge[J];Highway;2006-08
5 XIANG Mu?sheng 1, LIU Zhi?xiong 2, ZHANG Kai?yin 1, SHEN Cheng?wu 1 (1 Wuhan University of Technology,Hubei Wuhan 430063,China; 2 Xiangfan Highway Bureau of Hubei Province,Hubei Xiangfan 441000,China);Research on Supervisory Measurement and Control Technique in Long Span Prestressed Concrete Bridge[J];Journal of Highway and Transportation Reseach andk Development;2002-04
6 XIANG Yi-qiang,FENG Shuo,WANG Jin-feng,WANG Lin (Institute of Communication Science & Technology,Zhejiang University,ZhejiangHangzhou310027,China);Spatial Static Behavior Analysis of Long-Span P.C.Continuous Rigid-Frame Box Girder Bridge with Single Cell[J];Journal of Highway and Transportation Research and Development;2005-03
7 LUO Xu,LI Xin-ping(College of Traffic and Communications,South China University of Technology,Guangdong Guangzhou 510640,China);Analysis of Bottom Slab Crack under the Anchorage of P.C.Continuous Box Girder[J];Journal of Highway and Transportation Research and Development;2005-12
8 Yan Yunzhong;Causes and Prevention Measures of Bursting on Box Girder Bottom Slab of Continuous Rigid Frame Bridge[J];Technology of Highway and Transport;2006-06
9 FENG Peng-cheng,WU You-yu,YANG Yao-quan,LI Chao-yang(The 2nd Highway Survey,Design and Research Institute of China Communications,Wuhan 430052,China);Analysis of Accident of Bursting Crack in Bottom Slab of a Continuous Rigid-Frame Bridge[J];World Bridges;2006-01
10 PAN Zuan-feng,LU Zhi-tao(College of Civil Engineering,Southeast University,Nanjing 210096,China);Study of Spatial Effect of Closure Prestressing Strands in Main Span Bottom Slab of Long Span Continuous Rigid-Frame Bridge[J];World Bridges;2006-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved