摘要
为实现精细化施工,基于桥梁同步顶升理论,提出了平曲线桥顶升施工监测全过程一体化控制体系,解决了大吨位曲线桥顶升同步性较差的问题。在阐明平曲线桥顶升位移原理的基础上,制订了切实可行的预警方案,重点分析了顶升中桥梁及地基受力变化,明确了监测重点。将监测结果与理论分析相验证,进一步揭示了平曲线桥顶升过程中梁体的应力及位移变化。
In order to achieve refined construction,based on the theory of synchronous lifting of bridges,an integrated control system for the entire process of monitoring the construction of flat curved bridges is proposed,which solves the problem of poor synchronization of large tonnage curved bridges.On the basis of clarifying the principle of the lifting displacement of the flat curve bridge,a practical early warning plan is formulated,and the stress changes of the bridge and the foundation during the lifting are analyzed,and the focus of monitoring is clarified.The monitoring results are verified with the theoretical analysis,which further reveals the changes in the stress and displacement of the beam during the lifting process of the flat curve bridge.
作者
王欣
王磊玉
肖钦广
周扬帆
王旗
周蕴文
WANG Xin;WANG Leiyu;XIAO Qinguang;ZHOU Yangfan;WANG Qi;ZHOU Yunwen(School of Civil Engineering,Shandong Jianzhu University,Jinan,Shandong 250101,China;Jinan Huanghe Road and Bridge Construction Group Co.,Ltd.,Jinan,Shandong 250001,China)
出处
《施工技术》
CAS
2021年第5期50-54,58,共6页
Construction Technology
关键词
桥梁工程
曲线桥
曲线梁
同步顶升
监测
位移
受力分析
bridges
curved bridges
curved girders
synchronous lifting
monitoring
displacement
force analysis