首页 | 本学科首页   官方微博 | 高级检索  
     检索      

平胜大桥自锚式悬索桥基准索股架设的施工控制
引用本文:高荣堂,李传习,李庭波,柯红军,刘建.平胜大桥自锚式悬索桥基准索股架设的施工控制[J].世界桥梁,2007(1):43-46,67.
作者姓名:高荣堂  李传习  李庭波  柯红军  刘建
作者单位:1. 佛山市交通局,广东,佛山,528000
2. 长沙理工大学桥梁与结构工程学院,湖南,长沙,410076
摘    要:主缆的架设精度(或架设质量)在很大程度上取决于基准索股的架设精度,而基准索股的架设精度主要取决于架设条件下(一般为非基准状态)基准索股架设垂度修正量的确定和达到修正垂度的控制方法。介绍基于抛物线理论和基于悬链线理论的平胜大桥基准索股非基准状态下架设垂度修正量的确定方法及达到该垂度的施工控制方法。

关 键 词:自锚式悬索桥  基准索股  垂度修正量  施工控制
文章编号:1671-7767(2007)01-0043-04
收稿时间:2006-11-13
修稿时间:2006年11月13

Construction Control of Datum Strand Erection of Self-Anchored Suspension Bridge of Pingsheng Bridge
GAO Rong-tang,LI Chuan-xi,LI Ting-bo,KE Hong-jun,LIU Jian.Construction Control of Datum Strand Erection of Self-Anchored Suspension Bridge of Pingsheng Bridge[J].World Bridges,2007(1):43-46,67.
Authors:GAO Rong-tang  LI Chuan-xi  LI Ting-bo  KE Hong-jun  LIU Jian
Abstract:The precision (or quality) of main cable erection depends to a great extent on that of datum strand erection while the precision of the datum strand erection in turn mainly depends on the determination method of sag modified quantity of the datum strand under condi- tion of erection (usually a condition of non-datum state) and the construction control method for the strand when it is just to meet the modified sag.In this paper,two kinds of the aforesaid methods based on the parabola and catenary theories for the datum strand erection of the self-an- chored suspension bridge of Pingsheng Bridge in Foshan under non-datum state condition of erec- tion are presented.
Keywords:self-anchored suspension bridge  datum strand  sag modified quantity  construction control
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号