摘要
文章结合济青高速K15+709跨线桥的拆除施工,对中承式钢管混凝土拱桥的拆除过程中的施工难点进行研究,并提供解决措施。根据济青高速K15+709跨线桥自身拆除要求、受力特点及环境限制,初步确定了拆除方案,主要包括工程概况、拆除工程范围、工程难点及采取的措施等,对同类桥梁的拆除施工具有一定的参考价值。
This paper combines the demolition of the K15+709 overpass bridge of Jiqing Expressway to study the construction difficulties in the process of dismantling the medium-concrete-filled steel tubes arch bridge and provide solutions.According to the demolition requirements,force characteristics and environmental constraints of the K15+709 overpass bridge of Jiqing Expressway,the demolition plan was initially determined,including the project overview,the scope of the demolition project,the engineering difficulties and the measures taken,etc.,which had a certain reference value for the demolition of similar bridges.
作者
刘红霞
LIU Hong-xia(Department of Railway and Civil Engineering,Shandong Polytechnic,Ji'nan 250104,China)
出处
《价值工程》
2019年第16期112-114,共3页
Value Engineering
基金
山东省教育厅科研课题《基于3D3S数据分析的钢支架安全检测及加固研究》,编号J18KA215
关键词
拱桥拆除
吊杆横梁的翻转
桥面垮塌
arch bridge demolition
flipping of boom beam
bridge deck collapse