首页|基于少支架法拆除双曲拱桥施工技术研究

基于少支架法拆除双曲拱桥施工技术研究

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为了实现双曲拱桥的安全稳定拆除,介绍了一种基于少支架法拆除双曲拱桥的施工技术.针对不影响航道通行、对周边影响小且经济效益较好等限制条件,先采用少支架支撑体系在双曲拱桥各跨 1/4、3/4 位置对主拱圈进行有效支撑;后采用小型破碎工具及静力切割设备遵循循序渐进、平衡对称的原则进行双曲拱桥的拆除;再采用Midas有限元软件对双曲拱桥拆除施工全工程进行仿真模拟分析,获取双曲拱桥在各施工阶段时拱肋主要控制截面及少支架支撑体系各构件的变形、应力理论值和限值;最后通过现场监测获取的构件变形、应力实测值与仿真模拟的理论值和限值进行对比.结果表明:监测结果均处于安全范围内,双曲拱桥拆除过程安全稳定,该技术可为双曲拱桥拆除施工与设计提供一种新的思路.
Research on Dismantling Construction Technology of Double-curved Arch Bridge Based on Few Supports Method
In order to achieve safe and stable dismantling of double-curved arch bridges,a construction technique based on the method of few supports for dismantling double-curved arch bridges is introduced.In response to the limitations of not affecting waterway traffic,having minimal impact on the surrounding area,and having good economic benefits,a few support system is now adopted to effectively support the main arch ring at the 1/4 and 3/4 positions of each span of the double-curved arch bridge.Then small crushing tools and static cutting equipment were used to dismantle the hyperbolic arch bridge following the principles of gradual and balanced symmetry.Furthermore,Midas finite element software was used to simulate and analyze the entire dismantling construction project of the double-curved arch bridge,obtaining the deformation,stress theoretical values,and limit values of the main control sections of the arch ribs and the components of the few support system during each construction stage of the double-curved arch bridge.Finally,the measured deformation and stress values of the components obtained through on-site monitoring were compared with the theoretical and limit values obtained from simulation.The results indicate that the monitoring results are within a safe range,and the dismantling process of the double curved arch bridge is safe and stable.This technology can provide a new approach for the construction and design of double curved arch bridge dismantling.

less bracket methoddismantledouble-curved arch bridgeconstruction technologyfinite element analysisconstruction process simulationconstruction monitoringdynamic control

王文武、温庆杰、王靖靖、陈虎、李君博、朱瑜兵

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中国矿业大学,江苏 徐州 221116

南昌县城市建设投资发展集团有限公司,南昌 330299

中铁大桥局武汉桥梁特种技术有限公司,武汉 430205

南昌大学,南昌 330006

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少支架法 拆除 双曲拱桥 施工技术 有限元 施工过程模拟 施工监控 动态控制

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(5)