中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2006, Vol. 25 ›› Issue (6): 12-16.

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张拉锚跨丝股法架设悬索桥及其施工控制

孙玉平1,沈锐利1,唐茂林1,吴菌2,刘保文2   

  1. 1.西南交通大学土木学院,四川 成都 600031;2.安徽中铁四局设计研究院,安徽 合肥 230000
  • 收稿日期:2005-11-15 修回日期:2005-11-29 出版日期:2006-12-15 发布日期:2015-05-18
  • 作者简介:孙玉平(1979—),男,山东临沂人,硕士生,从事现代大跨度桥梁结构设计理论与实践方面研究.

The construction control of tensioning of anchor span strand for erecting suspensio bridges

SUN Yu-ping 1,SHEN Rui-li1,TANG Mao-lin 1,WU Tan2,LIU Bao-wen2   

  1. 1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.Anhui CTCE Design and Research Institute,Hefei 230000,China
  • Received:2005-11-15 Revised:2005-11-29 Online:2006-12-15 Published:2015-05-18

摘要: 在悬索桥施工过程中,索塔偏心调整是保证结构的受力状态和线形与设计一致的重要环节.不同的施工调整 上述偏心的方法各有差异,张拉锚跨丝股法作为一种新的悬索桥施工方法与传统采用预偏主鞍,在施工过程中顶 推主鞍的方式不同.通过对澜沧江大桥施工及设计的分析研究,对张拉锚跨丝股法架设悬索桥的施工过程及施工 控制的内容和参数进行了介绍,并提出根据施工控制条件制定详细的锚跨丝股张拉过程的循环条件,以此保证结 构各构件在施工中是安全的及成桥时能达到设计位置.最后对锚跨丝股分两批张拉进行施工控制模拟,并得出锚 固丝股张拉批次越多,张拉次数就会增长的越快等结论.

关键词: 悬索桥, 施工控制, 偏心, 锚跨丝股, 张拉过程

Abstract: It is an important part for making sure the harmony ofthe stress state and configuration of structure to that of design.Diferent construction applies diferent method to adjust the eccentricity.As a new method of suspension dge construction,it is diferent from preeccentriciting main saddle,incremental launching main saddle in construction.Through analyzing the construction of lancangjiang bridge,the construction process,the contents and paramctem of costruction control arc introduced,and it is presented that according to the condition of construction control,the circulation condition of tensioning of anchor span strands should be make up so that make sure every component of structure is safe in construction and reach the design location in bridge completion stage.In the end,the tensioning process of anchor span strands divided into two groups will be simulated,and the conclusion will be drew that,with the increasing of the bundle of anchor span strands ,the frequency ofthe tensioning of anchor span strands will be rapidly raised.

Key words: suspension bridge, construction control, eccentricity, anchor span strands , tensioning stage

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