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:姚嘉 靳昊[2] 易忠来[2] 王光明 Yao Jia;Jin Hao;Yi Zhonglai;Wang Guangming(Beijing Municipal Engineering Research Institute,100037,China;China Academy of Railway Sciences Corporation Limited,Beijing 100044,China)
机构地区:[1]北京市市政工程研究院,100037 [2]中国铁道科学研究院北京,100081
出 处:《特种结构》2020年第1期108-111,116,共5页Special Structures
摘 要:铰缝损伤是空心板桥的常见病害,近年来,注浆修复破损铰缝技术得到研究并推广。本文对典型空心板桥进行有限元分析,重点讨论了铰缝结构的受力状态,并从铰缝构造和铰缝材料两方面开展研究,有针对性的对注浆修复破损铰缝技术提出改进措施,为类似工程提供参考。Hinged seam damage is a common disease of hollow slab bridges.In recent years,grouting technology for repairing damaged hinged seam has been studied and popularized.Based on the finite element analysis of typical hollow slab bridges,the stress state of hinged seam structure was mainly discussed in this paper.Relavant research was carried out from two aspects:hinged seam structure and hinged seam material.Therefore,the improvement measures were proposed for grouting to repair damaged hinged seam,which should provide reference for similar projects.
分 类 号:U445.7[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:216.73.216.117