[1]郭湘,王海城,肖军,等.施工定位偏差对自锚式悬索桥成形影响与控制[J].自然灾害学报,2020,29(06):052-58.[doi:10.13577/j.jnd.2020.0606]
　GUO Xiang,WANG Haicheng,XIAO Jun,et al.Influence and control of construction positioning deviation on alignment of self-anchored suspension bridge[J].,2020,29(06):052-58.[doi:10.13577/j.jnd.2020.0606]
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施工定位偏差对自锚式悬索桥成形影响与控制
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《自然灾害学报》[ISSN:/CN:23-1324/X]

卷:
29
期数:
2020年06期
页码:
052-58
栏目:
出版日期:
2020-12-28

文章信息/Info

Title:
Influence and control of construction positioning deviation on alignment of self-anchored suspension bridge
作者:
郭湘1;  王海城2;  肖军3;  周世强1;  张永水4;  张彬彬2
1. 湘潭市交通运输局, 湖南 湘潭 411100;
2. 中国建筑科学研究院有限公司, 北京 100013;
3. 中交第二公路工程局有限公司, 陕西 西安 710065;
4. 重庆交通大学 土木工程学院, 重庆 400074
Author(s):
GUO Xiang1;  WANG Haicheng2;  XIAO Jun3;  ZHOU Shiqiang1;  ZHANG Yongshui4;  ZHANG Binbin2
1. Xiangtan Transportation Bureau, Xiangtan 411100, China;
2. China Academy of Building Research, Beijing 100013, China;
3. CCCC Second Highway Engineering Co., Ltd., Xi’an 710065, China;
4. Department of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
关键词:
自锚式悬索桥; 施工定位; 成桥线形; 偏差影响; 控制措施
Keywords:
self-anchored suspension bridge; construction positioning; finished bridge alignment; deviation influence; control measures
分类号:
U448；X9
DOI:
10.13577/j.jnd.2020.0606
摘要:
桥梁结构防御灾害的性能与施工阶段的精准建造密切相关。结合湖南省湘潭市昭华湘江大桥-独塔自锚式悬索桥工程，针对施工过程中梁体吊索（杆）锚箱定位偏差、散索鞍定位偏差等对成桥性态的影响问题，进行了理论计算分析，提出了其精准建造的有效控制措施。研究表明：自锚式悬索桥的吊索（杆）倾斜主要是由施工过程中的上下锚点定位偏差控制，根据索夹放样前对梁体锚箱位置进行复测并做相应位置修正可以有效改善由于施工定位偏差引起的吊索（杆）倾斜，且有关调整对成桥主缆线形影响甚微；散索鞍定位偏差将对空缆及成桥线形和受力产生较大影响，如果主缆架设前发现散索鞍的鞍座定位发生了较大偏差，可通过调整散索鞍在鞍座上的相对位置来调整适应；提出了主梁线形和主缆线形准确实现的有效控制措施，为同类桥梁建造提供了参考。
Abstract:
The performance of bridge structure against disaster is closely related to the precision of construction stage. Combined with the project of Zhaohua Xiangjiang River single-tower self-anchored suspension bridge in Xiangtan City, Hunan Province, in view of the influence of the positioning deviation of the girder sling (pole) anchor box and the positioning deviation of the loose saddle on the completed bridge performance in the construction process, the theoretical caculation and analysis are carried out, and the effective control measures for the precise construction are proposed. The results show that: (1)the inclination of the beam sling (bar) of single-tower self-anchored suspension bridge is mainly controlled by the positioning deviation of the upper and lower anchoring points in the process of construction. According to the remeasurement of the position of the anchor box for the sling (bar) before the cable clamp lofting and the corresponding correction can effectively relieve the inclination of the beam sling (bar) caused by the construction positioning deviation, and the relevant adjustment has little impact on the shape of the cable curve of suspension bridge; (2)The positioning deviation of the splay saddle will have a great influence on the empty cable and the finished bridge alignment and stress state. If the positioning deviation of the splay saddle is found before the main cable is erected, it can be adapted by adjusting the relative position of the splay saddle on the saddle; (3)The effective control measures for the accurate realization of main beam and cable curve are put forward. It provides reference for the construction of similar bridges.

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备注/Memo

备注/Memo:
收稿日期:2019-12-30;改回日期:2020-05-07。
基金项目:湖南省交通运输厅科技项目（201615）
作者简介:郭湘(1980-),女,高级工程师,主要从事道路桥梁工程施工及管理研究.E-mail:67370814@qq.com
通讯作者:张彬彬(1976-),男,教授级高工,博士,主要从事结构工程检测鉴定研究.E-mail:23353097@qq.com
更新日期/Last Update: 1900-01-01