检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:王猛 WANG Meng(The 1st Engineering Co.,Ltd.of China Railway 12th Bureau Group,Xi'an 710000,Shaanxi,China)
机构地区:[1]中铁十二局集团第一工程有限公司,陕西西安710000
出 处:《工程技术研究》2023年第20期177-179,共3页Engineering and Technological Research
摘 要:连续梁拱组合结构桥具有良好的桥梁形式、经济效益,在实际工程中得到广泛应用,但由于施工、维护不当,在实际工程中往往存在开裂、下挠等各类问题。针对上述问题,文章以某桥梁工程为例,结合桥梁既有病害,分析其成因,制订了主梁、拱座加固方案,粘贴碳纤维布加固主梁,拆除拱座重新浇筑,并监测主梁顶升过程中结构的应力状态,以评估方案的可行性,旨在为类似工程提供参考。Continuous beam-arch composite structure bridge has good bridge form and economic benefits,and is widely used in practical engineering.However,due to improper construction and maintenance,there are often various problems such as cracking and deflection in practical engineering.In view of the above problems,this paper takes a bridge project as an example,analyzes the causes of existing bridge diseases,formulates the reinforcement scheme of the main beam and the arch seat.Carbon fiber cloth is pasted to strengthen the main beam,the arch seat is removed and re-poured,and the stress state of the structure during the lifting process of the main beam is monitored to evaluate the feasibility of the scheme and provide reference for similar engineering.
关 键 词:连续梁拱组合结构桥梁 桥梁加固 桥梁监测
分 类 号:U445.4[建筑科学—桥梁与隧道工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.249