测绘通报 ›› 2019, Vol. 0 ›› Issue (4): 49-53,59.doi: 10.13474/j.cnki.11-2246.2019.0111

• 学术研究 • 上一篇    下一篇

大跨径斜拉桥主梁线形测控新方法研究及应用

顾玄龙1,2, 刘成龙1,2, 李雷3, 沈卢明4, 蒋涛4, 杨雪峰1,2   

  1. 1. 西南交通大学地球科学与环境工程学院, 四川 成都 611756;
    2. 西南交通大学高速铁路运营安全空间信息技术国家地方联合工程实验室, 四川 成都 611756;
    3. 中铁第四勘察设计院集团有限公司, 湖北 武汉 430063;
    4. 四川公路桥梁建设集团有限公司, 四川 成都 610041
  • 收稿日期:2018-07-24 出版日期:2019-04-25 发布日期:2019-05-07
  • 通讯作者: 杨雪峰。E-mail:yang7761135@foxmail.com E-mail:yang7761135@foxmail.com
  • 作者简介:顾玄龙(1993-),男,硕士生,研究方向为精密工程测量与变形监测。E-mail:xlongu@sina.com
  • 基金资助:

    长江学者和创新团队发展计划(PCSIRT)

Research and application of a new method for measuring main girder of a large span cable-stayed bridge

GU Xuanlong1,2, LIU Chenglong1,2, LI Lei3, SHEN Luming4, JIANG Tao4, YANG Xuefeng1,2   

  1. 1. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China;
    2. State-Province Joint Engineering Laboratory in Spatial Information Technology for High-Speed Railway Safety, Chengdu 611756, China;
    3. China Railway SiYuan Survey and Design Group Co., Ltd., Wuhan 430063, China;
    4. Sichuan Road and Bridge Group Co., Ltd., Chengdu 610041, China
  • Received:2018-07-24 Online:2019-04-25 Published:2019-05-07

摘要:

大跨径斜拉桥结构刚度小、变形大,为保证主梁顺利合龙,施工过程必须快速精确定位主梁上各个节段的平面和竖向线形。区别于传统的极坐标主梁平面线形测控方法,本文提出采用全站仪自由设站法测控主梁平面线形;同时区别于传统的水准测量方法,提出采用全站仪间接高差传递的方法测控主梁竖向线形。介绍了两种新方法的测量原理,通过工程实例论证了新方法的可行性和实用性,且能够大幅度提高测控效率,可为其他大跨径桥梁主梁线形的测控提供一定的参考。

关键词: 大跨径斜拉桥, 主梁线形测控, 全站仪, 自由设站测量, 间接高差

Abstract:

Large span cable-stayed bridges have small structural stiffness and large deformation. In order to ensure the naturally closure of each segment on the main girders, the plane position and vertical alignment must be quickly and accurately located. Distinguished from the traditional method of polar coordinates measuring the girder plane, we propose a free station method used to measure the plane of girder. At the same time, different from the traditional level measurement, the method of measuring the girder vertical line using the total station indirect height difference is proposed. The paper first introduces the measurement principle of two new methods, and finally demonstrates the feasibility and practicability of the new method through a engineering example,which can greatly improve the measurement efficiency. It can provide a reference for the monitoring of other large span girders.

Key words: large span cable-stayed bridge, main girder alignment survey, total station, free station survey, indirect height difference

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