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大跨度连续梁桥菱形挂篮施工数值模拟分析

高成仁

江西建材Issue(2):298-301,4.
江西建材Issue(2):298-301,4.

大跨度连续梁桥菱形挂篮施工数值模拟分析

Numerical Simulation Analysis of Rhombic Hanging Basket Construction of Long-span Continuous Beam Bridge

高成仁1

作者信息

  • 1. 中铁建大桥工程局集团西北工程有限公司,宁夏 银川 750001
  • 折叠

摘要

Abstract

This article focuses on the actual engineering case of the Yinchuan West Extra Large Bridge and designs and analyzes the diamond shaped hanging basket structure of a large-span continuous rigid frame bridge.The main load-bearing components of the hanging basket are numerically simulated using Midas Civil finite element analysis software to verify its mechanical performance and safety.Through comprehen-sive analysis of the stress,stiffness,displacement,and overall anti overturning stability of various components of the diamond shaped hanging basket under the most unfavorable load combination,the results show that the maximum stress value of the diamond shaped hanging basket un-der the most unfavorable load combination is 132.820 MPa;The maximum displacement deformation is 26.873 mm,and all mechanical per-formance indicators meet the requirements.The hanging basket is in a safe state.Through this study,the rationality and safety of the diamond shaped hanging basket structure design have been verified,providing theoretical reference for subsequent bridge suspension pouring construc-tion.

关键词

菱形挂篮/悬臂施工/有限元分析

Key words

Diamond shaped hanging basket/Cantilever construction/Element analysis

分类

建筑与水利

引用本文复制引用

高成仁..大跨度连续梁桥菱形挂篮施工数值模拟分析[J].江西建材,2025,(2):298-301,4.

江西建材

1006-2890

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