建筑技术开发2024,Vol.51Issue(1) :33-35.

大跨度单索面地锚式悬索桥异形主塔施工技术研究

STUDY ON CONSTRUCTION TECHNOLOGY OF SPECIAL-SHAPED MAIN TOWER OF LONG-SPAN SINGLE-CABLE GROUND ANCHOR SUSPENSION BRIDGE

李定有
建筑技术开发2024,Vol.51Issue(1) :33-35.

大跨度单索面地锚式悬索桥异形主塔施工技术研究

STUDY ON CONSTRUCTION TECHNOLOGY OF SPECIAL-SHAPED MAIN TOWER OF LONG-SPAN SINGLE-CABLE GROUND ANCHOR SUSPENSION BRIDGE

李定有1
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作者信息

  • 1. 中铁四局集团第五工程有限公司,江西九江 332000
  • 折叠

摘要

为了探究大跨度单索面悬索桥异形主塔的受力变形机理与施工控制成果,本研究以南宁英华大桥为背景,采用数值计算与现场监测的方法对其异形浮吊施工的主塔进行了研究.结果表明:在20℃设计基准温度条件的成桥永久荷载作用下,其稳定性和受力均满足相关规范要求.经过现场实测可知:主塔施工过程中,线形良好,合龙精度满足规范要求.

Abstract

In order to explore the mechanical deformation mechanism and construction control results of the special-shaped main tower of long-span single-cable plane suspension bridge,this study takes Nanning Yinghua bridge as the research background,and adopts the method of numerical calculation and field monitoring to study the main tower of the special-shaped suspension construction.The results show that the stability and force of the bridge can meet the requirements of the relevant specifications under the condition of 20℃design reference temperature.After field measurement:the main tower construction process,linear shape is good,closing accuracy meets the spec-ification requirements.

关键词

大跨度/单索面地锚式/悬索桥/异形主塔

Key words

large span/single cable surface anchor type/suspension bridge/irregular main tower

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出版年

2024
建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
参考文献量3
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