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曲线桥梁墩台中心坐标计算方法研究

高润喜

现代电子技术2016,Vol.39Issue(19):148-152,5.
现代电子技术2016,Vol.39Issue(19):148-152,5.DOI:10.16652/j.issn.1004-373x.2016.19.036

曲线桥梁墩台中心坐标计算方法研究

Research on coordinate calculation method of curve bridge piers and abutments center

高润喜1

作者信息

  • 1. 武汉大学 测绘学院,湖北 武汉 430072; 包头铁道职业技术学院,内蒙古 包头 014060
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摘要

Abstract

The coordinate of curve bridge piers and abutments center is the most important lofting data of bridge enginee⁃ring surveying. The commonly⁃used calculation method is the traverse method,but its calculation steps are tedious. According to the analysis of the relation between pier and abutment center coordinate and line center coordinate,and the calculation thought of ″method of deflection distance″ is put forward,in which the coordinate of the central line point is calculated according to the central line mileage,and on this basis,the coordinate is calculated according to the deflection distance from the normal direc⁃tion of the point towards outward moving. The method is compared with the traverse method in combination with the production practical case calculation. The results show that the ″method of deflection distance″ has clear geometric relation and easy calcula⁃tion formula,is easy to use in computer or programmable calculator for data processing,and can greatly reduce the difficulty of the coordinate calculation of the curve bridge pier and abutment center. It is worth advocating and promoting.

关键词

曲线桥梁/墩台中心/坐标计算/导线法/偏距法

Key words

curve bridge/pier and abutment center/coordinate calculation/traverse method/method of deflection distance

分类

信息技术与安全科学

引用本文复制引用

高润喜..曲线桥梁墩台中心坐标计算方法研究[J].现代电子技术,2016,39(19):148-152,5.

基金项目

内蒙古自治区高等学校科学研究项目工程测量专业校企合作教学研究 ()

现代电子技术

OA北大核心CSTPCD

1004-373X

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