地铁保护区变形监测及数据处理系统设计
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摘要
以某市地铁1号线南延线某项目段监测为例,系统地介绍了地铁保护区变形监测的内容、方法,并针对目前国内地铁保护区变形监测内容多、测期频繁、人工数据处理时间极其紧张、无法实现变形预测等现状,阐述了基于VB和Access数据库技术的数据处理系统设计。本系统已成功应用于该地铁保护区监测项目中,不但极大地提高了工作效率,而且监测数据得到统一管理,并实现了对隧道变形进行预测分析,为类似地铁保护区变形监测及数据处理提供参考。
Based on the monitoring project of a project which is in the southern extension of a city subway line 1,the paper introduced the contents and methods of deformation monitoring in protected subway area roundly.Due to domestic current situation of deformation monitoring in protected subway area,such as content abundant,measuring frequent,tense time for manually data processing,deformation prediction impossible and so on,the paper expatiated on the data processing system design which was based on VB and Access database technology.The successful application of the system in the protected subway area monitoring project had been greatly improving work efficiency,managing the monitoring data unified,and making the tunnel prediction come true,which could provide a reference for similar protected subway area deformation monitoring and data processing.
Based on the monitoring project of a project which is in the southern extension of a city subway line 1,the paper introduced the contents and methods of deformation monitoring in protected subway area roundly.Due to domestic current situation of deformation monitoring in protected subway area,such as content abundant,measuring frequent,tense time for manually data processing,deformation prediction impossible and so on,the paper expatiated on the data processing system design which was based on VB and Access database technology.The successful application of the system in the protected subway area monitoring project had been greatly improving work efficiency,managing the monitoring data unified,and making the tunnel prediction come true,which could provide a reference for similar protected subway area deformation monitoring and data processing.
引文
[1]陈仁朋,王诚杰,鲁立等.开挖对地铁盾构隧道影响及控制措施[J].工程力学,2017,12,34(12):1~11.
[2]胡海英,张玉成,杨光华等.基坑开挖对既有地铁隧道影响的实测及数值分析[J].岩土工程学报,2014,11,36(S2):431~439.
[3]罗跟东.浅议地铁保护区内施工的安全控制[J].中国水运,2011,6,11(6):267~268.
[4]张明栋,张明智.紧邻深基坑的地铁结构变形监测体系的建立和工程应用[J].城市勘测,2016,12(6):131~134.
[5]陈喜凤,刘岭,黄腾.紧邻大型深基坑的地铁隧道沉降预测方法研究[J].现代隧道技术,2014,51(6):94~100.
[6]谢向进.城市地铁水平位移测量方法及精度分析[J].城市勘测,2013,8(4):138~141.
[7]华锡生,黄腾.精密工程测量技术及应用[M].南京:河海大学出版社,2002.
[8]孙景领.地铁隧道结构沉降监测及分析[D].南京:河海大学,2006.
[9]陈喜凤,刘岭,黄腾等.平均间隙法在地铁隧道平面基准网稳定性分析中的应用[J].勘察科学技术,2013,3:43~46.
[10]陈喜凤,黄腾,刘岭等.组合后验方差检验法在地铁隧道变形监测中的应用研究[J].隧道建设,2013,33(1):33~37.
[11]张宜军.变形监测数据处理与预测分析系统设计与实现[D].成都:西南交通大学,2011.
[12]王跃伟,张玲玲,石朋飞等.两种非线性曲线拟合在施工地面沉降预测中的应用对比分析[J].铁道建筑,2011(11):81~83.
[13]任敏拴.地铁墙顶水平位移监测预报模型研究[D].昆明:昆明理工大学,2012.
[2]胡海英,张玉成,杨光华等.基坑开挖对既有地铁隧道影响的实测及数值分析[J].岩土工程学报,2014,11,36(S2):431~439.
[3]罗跟东.浅议地铁保护区内施工的安全控制[J].中国水运,2011,6,11(6):267~268.
[4]张明栋,张明智.紧邻深基坑的地铁结构变形监测体系的建立和工程应用[J].城市勘测,2016,12(6):131~134.
[5]陈喜凤,刘岭,黄腾.紧邻大型深基坑的地铁隧道沉降预测方法研究[J].现代隧道技术,2014,51(6):94~100.
[6]谢向进.城市地铁水平位移测量方法及精度分析[J].城市勘测,2013,8(4):138~141.
[7]华锡生,黄腾.精密工程测量技术及应用[M].南京:河海大学出版社,2002.
[8]孙景领.地铁隧道结构沉降监测及分析[D].南京:河海大学,2006.
[9]陈喜凤,刘岭,黄腾等.平均间隙法在地铁隧道平面基准网稳定性分析中的应用[J].勘察科学技术,2013,3:43~46.
[10]陈喜凤,黄腾,刘岭等.组合后验方差检验法在地铁隧道变形监测中的应用研究[J].隧道建设,2013,33(1):33~37.
[11]张宜军.变形监测数据处理与预测分析系统设计与实现[D].成都:西南交通大学,2011.
[12]王跃伟,张玲玲,石朋飞等.两种非线性曲线拟合在施工地面沉降预测中的应用对比分析[J].铁道建筑,2011(11):81~83.
[13]任敏拴.地铁墙顶水平位移监测预报模型研究[D].昆明:昆明理工大学,2012.