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高架桥节段梁极小半径大纵坡架设技术探究

杨鑫

南通职业大学学报2025,Vol.39Issue(1):99-104,6.
南通职业大学学报2025,Vol.39Issue(1):99-104,6.DOI:10.3969/j.issn.1008-5327.2025.01.019

高架桥节段梁极小半径大纵坡架设技术探究

Construction Technology for Small-Radius and High-Slope Viaduct Segmental Beams

杨鑫1

作者信息

  • 1. 中铁十八局集团 第二工程有限公司,河北 唐山 064000
  • 折叠

摘要

Abstract

To address the construction challenges of viaduct segmental beams under geometrically constrained urban environments,characterized by tight radius and steep longitudinal slopes,the optimized construction techniques are explored for small-segment precast beams,leveraging their inherent structural flexibility to overcome spatial limitations.Through a real-world engineering case study,a novel"pre-offset beam alignment with mid-chord equal division and vertical staggering"construction technique is proposed to achieve enhanced stability,construction efficiency and dimensional control.The results demonstrate that the construction challenges of small-segment beams under extreme conditions can be effectively tackled through rational construction strategy selection and precision technical control.

关键词

城市高架桥/小曲线半径/节段梁/桥梁架设技术

Key words

urban viaduct/small curve radius/segmental beam/bridge construction technology

分类

交通工程

引用本文复制引用

杨鑫..高架桥节段梁极小半径大纵坡架设技术探究[J].南通职业大学学报,2025,39(1):99-104,6.

南通职业大学学报

1008-5327

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