文章摘要
李孝雄,袁枫斌,刘明坤.跨海大桥深水基础钢板桩围堰受力分析及案例计算[J].安徽建筑大学学报,2019,27(1):17-21
跨海大桥深水基础钢板桩围堰受力分析及案例计算
Force Analysis and Case Calculation of Steel Sheet Pile Cofferdam ofSea-Crossing Bridge Deep Water Foundation
  
DOI:
中文关键词: 钢板桩围堰  等值梁法  内力分析  稳定性
英文关键词: Steel sheet pile cofferdam  Equivalent beam method  Internal force analysis  Stability
基金项目:
作者单位
李孝雄 滁州学院地理信息与旅游学院安徽省滁州市239000 
袁枫斌 中咨华科交通建设技术有限公司北京市100195 
刘明坤 滁州学院地理信息与旅游学院安徽省滁州市239000浙江大东吴集团有限公司浙江省湖州市313000 
摘要点击次数: 1505
全文下载次数: 0
中文摘要:
      结合国内某跨海大桥深水基础钢板桩围堰,应用等值梁法基本原理,研究了在三种不同工况下钢板 桩围堰的受力情况,分析了钢板桩在不同工况下的剪力与弯矩分布,计算最大弯矩点和支点反力,并对依托 工程钢板桩围堰的稳定性、最大弯矩及整体抗浮进行验算,验算结果均小于界限值,验证了钢板桩围堰的安 全性。
英文摘要:
      Combine with the steel sheet pile cofferdam of a deep-water foundation of a sea-crossing bridge in China,using the principle of equivalent beam method,the stress situation of steel sheet pile cofferdam under three different working conditions is studied,the bending moment and shear force distribution of steel sheet pile under various working conditions are analyzed,the maximum bending moment point and fulcrum reaction force are calculated. Simutaneously the stability,maximum bending moment and overall anti-floating of the steel sheet pile cofferdam relying on the project are checked,the checking result is all less than the limit value,which verifies the safety of the steel sheet pile cofferdam.
查看全文   查看/发表评论  下载PDF阅读器
关闭

分享按钮