期刊文献+

平行钢绞线斜拉桥索梁同步施工与监控 被引量:2

Simultaneous Construction and Monitoring for Parallel Strand Cable Beam of Cable-stayed Bridge
下载PDF
导出
摘要 大体量平行钢绞线斜拉索一般采用等张力法进行逐根张拉施工,由于该方法化整为零,因此极有可能在主梁悬浇过程中占用关键线路工期。为提高施工效率,提出了一种基于等张力法原理的斜拉索分批张拉技术,以满足索梁同步施工要求。同时提出分批张拉初始索力、单根钢绞线基准束张力的监控措施。 The single tension of strand with the method of equal tension force is normally used for the large installation of the paralleled cable.While due to the single tension for each strand,the duration for tensioning may take long time which may affect the construction of critical path.To increase the efficiency of construction,one method separated the tensioning work by stages which based on the equal tension force is created to fulfill the requirement for simultaneous construction of cable beam of cable-stayed bridge.Moreover,the monitoring measures of the initial cable force and the single strand force are put forward.
出处 《交通科技》 2016年第1期21-24,共4页 Transportation Science & Technology
关键词 分批张拉 施工初始索力 基准索初张力 等张力法原理 同步施工 staged tensioning initial cable force initial tension force of referenced strand equal force of tensioning principal simultaneous construction
  • 相关文献

参考文献3

二级参考文献26

  • 1周天宇,陈双庆.矮塔斜拉桥环氧钢绞线拉索张拉施工技术[J].公路交通科技(应用技术版),2009,5(2):127-130. 被引量:2
  • 2周正茂,龚振球,王素娟.倒退分析法确定拉索中钢绞线的张拉力[J].公路交通科技,2009(4):73-77. 被引量:13
  • 3张育智,李乔,唐亮.宜宾中坝金沙江大桥索力控制研究[J].铁道标准设计,2005,25(8):27-30. 被引量:11
  • 4刘扬,王徐力,杨继.钢绞线式斜拉索施工阶段的索力测试[J].公路与汽运,2007(2):89-91. 被引量:5
  • 5李盼到,朱巍志,郭慧乾.大跨度混凝土斜拉桥温度效应的研究与分析[J].特种结构,2007,24(1):76-80. 被引量:13
  • 6YONG ZHU, YU-MEI FU, WEI-MING CHEN,et al. Health monitoring system for Dafosi cable-stayed bridge [C]//Proceedings of the SHE -The International Society for Optical Engineering, SPIE-Int. Soc. Opt. Eng, 2003,5057:289-297.
  • 7YONG-AN WANG ZHU-SHENG JIANG SHI- TONG LIU, et al. Construction techniques for the wuhekou cable-stayed bridge [C]//Transportation and Development Innovative Best Practices 2008 Proceedings of the 1st International Symposium on Transportation and Development Innovative Best Practices 2008, TDIBP 2008. American Society of Civil Engineers, 2008:438-443.
  • 8ELBADRY M M, GHALI A. Temperature variations in concrete bridges [ J ]. Journal of Structural Engineering ,1983,109 (10) :2355- 2374.
  • 9ZHAO-DONG XU, ZHI-SHENG WU. Simulation of the effect temperature variation on damage detection in a long span cable-stayed bridge[J]. Structural Health Monitoring, 2007,6(3) :177-189.
  • 10BARR P J,STANTON J F, EBERHARD M O. Effects of temperature variations on preeast, prestressed concrete bridge girders [J].Journal of Bridge Engineering, 2005,10(2) : 186-194.

共引文献50

同被引文献11

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部