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大跨度钢管混凝土拱桥施工稳定性技术分析

樊建军

城市建筑Issue(8):332-332,1.
城市建筑Issue(8):332-332,1.

大跨度钢管混凝土拱桥施工稳定性技术分析

Analysis of the Construction Stability Technology of Large Span Concrete Filled Steel Tubular Arch Bridge

樊建军1

作者信息

  • 1. 石家庄市市政建设总公司 050011
  • 折叠

摘要

Abstract

This article carries on the analysis of the main ex-isting problems of the large span concrete fil ed steel tubular arch bridge construction. Before the construction, the author uses the ANSYS to create construction model and refers to the design results to check and calculate the data of actual cons-truction, and carries on the construction control periodical y, analyzes the stability factors in the process of a bridge, takes the monitoring measures.

关键词

大跨度钢管混凝土拱桥/有限元/稳定性分析

Key words

large span concrete filled steel tubular arch bridge/finite element/stability analysis

引用本文复制引用

樊建军..大跨度钢管混凝土拱桥施工稳定性技术分析[J].城市建筑,2014,(8):332-332,1.

城市建筑

1673-0232

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