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:胥新伟[1,2] 张乃受 刘思国 XU Xin-wei;ZHANG Nai-shou;LIU Si-guo(CCCC Tianjin Port Engineering Institute Co.,Ltd.,Tianjin 300222,China;Tianjin Enterprise-based Key Laboratory of Construction,Operation and Maintenance Technologies for Underwater Tunnels,Tianjin 300461,China;CCCC First Harbour Engineering Co.,Ltd.,Tianjin 300461,China)
机构地区:[1]中交天津港湾工程研究院有限公司,天津300222 [2]天津市水下隧道建设与运维技术企业重点实验室,天津300461 [3]中交第一航务工程局有限公司,天津300461
出 处:《中国港湾建设》2020年第6期59-64,共6页China Harbour Engineering
摘 要:沉管隧道施工荷载变化快,受天气影响大,施工环境复杂,导致土木工程常见监测技术无法满足大型沉管隧道施工需求。为准确掌握沉管隧道在不同施工阶段的荷载变化情况,依托港珠澳大桥沉管隧道,通过多种新的监测技术和方法获得了沉管的超低频振动振幅与振动频率、沉管起浮姿态、管节间差异沉降等数据。通过监测数据的分析,发现端封门存在的风险隐患。新技术新方法的应用使监测工作做到施工全区域、全阶段覆盖。实时监测与定时监测,并辅以定期巡查,确保了监测数据的实时上报与监测系统的稳定运行。The construction load of immersed tube tunnel changes rapidly,which is greatly affected by the weather and the construction environment is complex,so the common monitoring technology of civil engineering can't meet the construction requirements of large-scale immersed tube tunnel.In order to accurately grasp the load changes of immersed tube tunnel in different construction stages,relying on the immersed tube tunnel of Hongkong-Zhuhai-Macao Bridge project,the data of ultra-low frequency vibration amplitude and frequency,floating pose of immersed tube,differential settlement between the tube joints were obtained.The hidden risk of the bulkhead was found out through the analysis of the monitoring data.The application of new technology and method makes the monitoring work cover the whole construction area and stage.By means of real-time monitoring and timing monitoring,supplemented by regular inspection,it ensures the real-time report of monitoring data and the stable operation of the monitoring system.
关 键 词:施工监测 沉管隧道 管节姿态 超低频振动 差异沉降 端封门
分 类 号:U655.553[交通运输工程—港口、海岸及近海工程]
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:216.73.216.222