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空间索面斜拉桥拉索安装及张拉影响分析

李照坤

科技创新与应用2025,Vol.15Issue(11):128-131,4.
科技创新与应用2025,Vol.15Issue(11):128-131,4.DOI:10.19981/j.CN23-1581/G3.2025.11.031

空间索面斜拉桥拉索安装及张拉影响分析

李照坤1

作者信息

  • 1. 中铁二十局集团第六工程有限公司,西安 710032
  • 折叠

摘要

Abstract

Cable installation and cable force adjustment are the key to control during the construction process of cable-stayed bridges.Taking the Xuefu Road cable-stayed bridge in Shijiazhuang City as an example,this paper introduces the cable hanging technology and tensioning control method.Based on the actual measurement and simulation analysis results,the influence relationship between the cable installation and tensioning process on the main tower deflection,stress and the stress state of the main beam is analyzed,and the mechanical behavior characteristics of the bridge structure during the cable tensioning process are obtained.The measured cable force value of the cable after secondary cable adjustment is given.It shows that the maximum error between the measured cable force and the design cable force is not more than 7%,which meets the specifications and design requirements.It also proves that the cable construction and cable adjustment control methods in this paper are reasonable and provide technical guarantee for the bridge to achieve ideal alignment and stress state.

关键词

空间索面斜拉桥/斜拉索安装技术/斜拉索索力控制/索力影响分析/设计要求

Key words

spatial cable plane cable-stayed bridge/cable installation technology/cable force control/cable force influence analysis/design requirements

分类

交通工程

引用本文复制引用

李照坤..空间索面斜拉桥拉索安装及张拉影响分析[J].科技创新与应用,2025,15(11):128-131,4.

基金项目

陕西省社会发展领域科技研发项目(2024SF-YBXM-642) (2024SF-YBXM-642)

科技创新与应用

2095-2945

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