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预应力大跨度连续刚构桥线形监控的实例分析

刘国超 赵占超 杨科 李忠泆

西华大学学报(自然科学版)2012,Vol.31Issue(1):109-112,4.
西华大学学报(自然科学版)2012,Vol.31Issue(1):109-112,4.

预应力大跨度连续刚构桥线形监控的实例分析

Case Analysis of Linear Monitoring for Prestressed Long-span Continuous Rigid-framed Bridge

刘国超 1赵占超 2杨科 1李忠泆1

作者信息

  • 1. 重庆交通大学土木建筑学院,重庆400074
  • 2. 中国水电顾问集团成都勘测设计研究院,四川成都610072
  • 折叠

摘要

Abstract

Combining with the monitoring case for Changxi Giant Bridge, the main points of linear monitoring for large-span-pre-stress continuous rigid-framed bridge are analyzed, and the monitoring purposes are elaborated, the construction methods and the organization measures of continuous rigid frame bridge are described. Finally the data of linear monitoring are discussed. The modern linear supervision theory on bridge is applied to construction control of specific projects, which offers reference for similar large-span continuous rigid-framed bridge.

关键词

连续刚构桥/线性监控/标高

Key words

continuous rigid-framed bridge/ linear monitoring/ elevation

分类

交通工程

引用本文复制引用

刘国超,赵占超,杨科,李忠泆..预应力大跨度连续刚构桥线形监控的实例分析[J].西华大学学报(自然科学版),2012,31(1):109-112,4.

西华大学学报(自然科学版)

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1673-159X

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