Control Method of Stress-Free Status in Transition Process of Structural
System for Self-Anchored Suspension Bridge

doi:10.3969/j.issn.1674-0696.2014.01.05

Journal of Chongqing Jiaotong University(Natural Science) ›› 2014, Vol. 33 ›› Issue (1): 21-24.DOI: 10.3969/j.issn.1674-0696.2014.01.05

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Control Method of Stress-Free Status in Transition Process of Structural System for Self-Anchored Suspension Bridge

Niu Denghui , Zhou Zhixiang , Wu Haijun , Wang Shaomi

School of Civil Engineering & Architecture , Chongqing Jiaotong University , Chongqing 400074 , China

Received:2013-11-15 Revised:2013-03-21 Online:2014-02-15 Published:2015-01-22

自锚式悬索桥体系转换过程的无应力状态控制法

牛登辉，周志祥，吴海军，王邵锐

重庆交通大学土木建筑学院，重庆400074

作者简介:牛登辉(1986-) ，男，山西大同人，硕士研究生，主要从事大跨径桥梁儿何非线性计算理论方面的研究。E-maiI:denghuiniu@sina.com 。
基金资助:
交通运输行业联合科技攻关项目(2010-353-341-230)

Abstract

Abstract: In order to determine the tension and tensioning procedure in the transition process for self-anchored suspension bridge , a calculation method for the hanger tensile force in this process was proposed. It is the cooling method of adjusting the hanger stress-free length. Since there are some disadvantages in the regressive analysis method and traditional unstressed state control method , the cooling method of adjusting hanger stress-free length was presented based on traditional unstressed state control method. It is simple and has a high accuracy in the calculation of the hanger tensile force for self-anchored suspension bridge

Key words: self-anchored suspension bridge, hanger tensioning, transition of structural system, control method of stressfree status

摘要： 以满足自锚式悬索桥目标成桥状态为前提，针对如何确定自锚式悬索桥体系转换过程中吊索张拉力及张拉程序的问题，提出了自锚式悬索桥体系转换过程的吊索张拉计算方法:调整吊索元应力长度的降温法。由于倒退分析法和传统无应力状态控制法在计算自锚式悬索桥体系转换过程中存在缺陷，在传统无应力状态控制法的基础上，提出了调整吊索无应力长度的降温法。该方法可用于计算自锚式悬索桥且计算方法简单，计算精度高。

关键词: 锚式悬索桥, 吊索张拉, 结构体系转换, 元应力状态控制法

CLC Number:

U448.25

Niu Denghui , Zhou Zhixiang , Wu Haijun , Wang Shaomi. Control Method of Stress-Free Status in Transition Process of Structural System for Self-Anchored Suspension Bridge[J]. Journal of Chongqing Jiaotong University(Natural Science), 2014, 33(1): 21-24.

牛登辉，周志祥，吴海军，王邵锐. 自锚式悬索桥体系转换过程的无应力状态控制法[J]. 重庆交通大学学报（自然科学版）, 2014, 33(1): 21-24.

References

[1] 李小年. 自锚式悬索桥合理成桥状态确定及吊索张拉优化研究 [D]..长沙：中南大学，2009:60-61.
Li Xiaonian. Analysis of Target Completion Status and Hanger Tensioning on Self-anchored Suspension Bridge [D]. Changsha Central South University, 2009: 60-61.
[2] 纪世奎. 自锚式悬索桥合理施工状态分析 [D]..哈尔滨：东北林业大学，2010:53-55
Ji Shikui. Analysis of Reasonable Construction State for Self-Anchored Suspension Bridge [D]. Harbin: Northeast Forestry University, 2010: 53-55
[3] 中铁大桥勘测设计院有限公司．分阶段施工桥梁的无应力状态控制法与工程实践[R]．武汉，2007.
China Zhongtie Major Bridge Reconnaissance & Design Institute Co., Ltd. Unstressed State Control Method and Engineering Practice for Bridges Constructed in Stages [R]. Wuhan, 2007.
[4] 秦顺全．分阶段施工桥梁的无应力状态法控制法[J]．桥梁建设，2008(1)：8-14.
Qin Shunquan. Unstressed state control method for bridges constructed in stages [J]. Bridge Construction, 2008 (1): 8-14.
[5] 秦顺全．桥梁施工控制—无应力状态法理论与实践[M]．北京：人民交通出版社，2006
Qin Shunquan. Bridge Construction Control-Unstressed State Theory and Practice [M]. Beijing: China Communications Press, 2006.
[6] 秦顺全．斜拉桥安装无应力状态控制法[J]．桥梁建设，2003(2)：31-34．
Qin Shunquan. Application of unstressed state control method to calculation for erection of cable-stayed bridge [J]. Bridge Construction. 2003 (2): 31-34.
[7] 沈锐利. 悬索桥主缆系统设计及架设计算方法研究[J]. 土木工程学报,1996,29(2):2-9.
Shen Ruili. Calculation methods for design and erection of cable curve of suspension bridge [J]. China Civil Engineering Journal, 1996, 29(2).
[8] 唐茂林. 大跨度悬索桥空间几何非线性分析与软件开发[D]. 成都:西南交通大学,2003.
Tang Maolin. Long-Span Suspension Bridge and Software Development [D]. Chengdu: Southwest Jiaotong University, 2003.

Control Method of Stress-Free Status in Transition Process of Structural System for Self-Anchored Suspension Bridge

自锚式悬索桥体系转换过程的无应力状态控制法

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