基于建筑信息模型技术的盾构隧道结构信息模型建模方法
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摘要
为解决隧道工程建设各阶段之间的信息交流和数据共享困难的问题,前期在工业基础类(industry foundation classes,简称IFC)标准的基础上实现了盾构隧道建模数据模型。在此基础上,提出基于建筑信息模型(building information modeling,简称BIM)技术的盾构隧道结构信息模型建模方法。根据扩展的盾构隧道结构信息模型的IFC表达,提出了单个管片块建模方法和隧道线路解算流程和步骤。在此基础上,进行盾构管片拼装与隧道建模,建立了盾构隧道建模流程和参数化建模方法,形成了基于BIM技术的盾构隧道结构信息模型建模方法。最后,通过实例验证了建模方法的可行性。工程应用表明,通过借鉴和引入BIM技术,建立基于统一IFC数据标准的盾构隧道结构信息模型,可以实现盾构隧道信息的无损交换与充分共享,从而进一步验证了前期提出的基于IFC的盾构隧道建模数据模型的正确性。研究成果可为隧道数值计算分析提供初始模型,为实现隧道三维可视化模型和分析计算模型的无缝对接提供基础。
With the purpose of solving the problem of model sharing among stages of shield tunnel construction, an IFC-based data model of shield tunnel was built in previous research. Based on the IFC-based data model, a BIM-based shield tunnel structure information modelling method is introduced in this paper. According to the extended IFC description of shield tunnel information model, the modelling method of single segment and flow and process of tunnel axis are proposed. Based on this, a shield tunnel assembling method is built, as well as a flow chart and a parametric modelling method of shield tunnel. By this way, the BIM-based shield tunnel structure modelling method is formed. The modelling method is examined by applying it to a metro shield tunnel case. The research shows that, by introducing the concept and technology of BIM, it is suitable for the communication and sharing of the information of shield tunnel structure that builds the shield tunnel structure information model based on the uniform IFC standard. The validity of the IFC-based data model of shield tunnel is verified further. The result in this paper can provide the initial model for numerical calculation and analysis, and provide foundation for realizing seamless connection of visualization model and analytical model.
With the purpose of solving the problem of model sharing among stages of shield tunnel construction, an IFC-based data model of shield tunnel was built in previous research. Based on the IFC-based data model, a BIM-based shield tunnel structure information modelling method is introduced in this paper. According to the extended IFC description of shield tunnel information model, the modelling method of single segment and flow and process of tunnel axis are proposed. Based on this, a shield tunnel assembling method is built, as well as a flow chart and a parametric modelling method of shield tunnel. By this way, the BIM-based shield tunnel structure modelling method is formed. The modelling method is examined by applying it to a metro shield tunnel case. The research shows that, by introducing the concept and technology of BIM, it is suitable for the communication and sharing of the information of shield tunnel structure that builds the shield tunnel structure information model based on the uniform IFC standard. The validity of the IFC-based data model of shield tunnel is verified further. The result in this paper can provide the initial model for numerical calculation and analysis, and provide foundation for realizing seamless connection of visualization model and analytical model.
引文
[1]LI XIAOJUN,ZHU HEHUA.Development of a web-based information system for shield tunnel construction projects[J].Tunnelling and Underground Space Technology,2013,37(6):146-156.
[2]GR?GER G,PLüMER L.Topology of surfaces modelling bridges and tunnels in 3D-GIS[J].Computers,Environment and Urban Systems,2011,35(3):208-216.
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[7]高华,蒋红斐,张嘉峻,等.基于OpenG L的隧道三维建模[J].中南公路工程,2007,32(3):137-139.GAO Hua,JIANG Hong-fei,ZHANG Jia-jun,et al.The three-dimensional visualization of tunnel based on OpenG L[J].Central South Highway Engineering,2007,32(3):137-139.
[8]张建斌,朱合华,朱岳明,等.厦门翔安海底隧道数字化建模技术[J].岩石力学与工程学报,2007,26(6):1237-1242.ZHANG Jian-bin,ZHU He-hua,ZHU Yue-ming,et al.Digital strata modeling and its application to Xiang’an subsea tunnel in Xiamen[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1237-1242.
[9]张洋.基于BIM的建筑工程信息集成与管理研究[D].北京:清华大学,2009.ZHANG Yang.Research on BIM-based building information integration and management[D].Beijing:Tsinghua University,2009.
[10]DAEGU CHO,NAM SEOK CHO,HUNHEE CHO,et al.Parametric modelling based approach for efficient quantity take off of NATM-Tunnels[C]//29th International Symposium of Automation and Robotics in Construction(ISARC2012).Eindhoven:[s.n.],2012.
[11]ANDRéBORRMANNA,MATTHIAS FLURLB,JAVIER RAMOS JUBIERREA,et al.Synchronous collaborative tunnel design based on consistency-preserving multi-scale models[J].Advanced Engineering Informatics,2014,28(4):499-517.
[12]HEGEMANN F,LEHNER K,K?NIG M.IFC-based product modeling for tunnel boring machines[C]//Proceedings of the 9th European Conference on Product and Process Modeling 2012.London:CRC Press,2012:289-296.
[13]YABUKI N.Representation of caves in a shield tunnel product model[C]//Proceedings of the 7th European Conference on Product and Process Modelling 2008.London:CRC Press,2009:545-550.
[14]LEE S,PARK S I,PARK J.Development of an IFCBased data schema for the design information representation of the NATM tunnel[J].KSCE Journal of Civil Engineering,2016,20(6):2112-2123.
[15]钟宇,周少东,陈健,等.基于IFC标准的盾构隧道结构数据模型研究[J].地下空间与工程学报,2017,13(增刊2):613-622.ZHONG Yu,ZHOU Shao-dong,CHEN Jian,et al.Study on shield tunnel structure data model based on IFC standard[J].Chinese Journal of Underground Space and Engineering,2017,13(Supp.2):613-622.
[16]张文萃,穆世旭,李家涛,等.盾构隧道通用管片排版设计与纠偏研究[J].施工技术,2013,42(13):89-92.ZHANG Wen-cui,MU Shi-xu,LI Jia-tao,et al.Research on layout design and deviation correction of the general segment in shield tunnels[J].Construction Technology,2013,42(13):89-92.
[17]宋瑞恒.盾构隧道通用管片排版与动态纠偏管理软件开发[D].上海交通大学,2008.SONG Rui-heng.Development of software for composition and dynamic deviation correction of universal segments for shield tunnel[D].Shanghai:Shanghai Jiao Tong University,2008.
[18]王勇,张建平,李久林.基于IFC的建筑结构施工图设计信息模型描述[J].土木建筑工程信息技术,2014,6(4):30-35.WANG Yong,ZHANG Jian-ping,LI Jiu-lin.IFC-based model description for structural working drawing[J].Journal of Information Technology in Civil Engineering and Architecture,2014,6(4):30-35.
[2]GR?GER G,PLüMER L.Topology of surfaces modelling bridges and tunnels in 3D-GIS[J].Computers,Environment and Urban Systems,2011,35(3):208-216.
[3]VAN DER POEL J T,GASTINE E,KAALBERG F J.Monitoring for construction of the North/South metro line in Amsterdam,The Netherlands[C]//5th International conference on Geotechnical Aspects of Underground Construction in Soft Ground.Amsterdam:Taylor&Francis Group,2006:745-750.
[4]YOO C,JEON Y,CHOI B.IT-based tunnelling risk management system(IT-TURISK)-development and implementation[J].Tunnelling and Underground Space Technology,2006,21(2):190-202.
[5]宋仪,郭年根,李俊波,等.数字化隧道三维建模分析[J].隧道建设,2013,33(2):98-102.SONG Yi,GUO Nian-gen,LI Jun-bo,et al.Digital 3D modeling analysis on tunnels[J].Tunnel Construction,2013,33(2):98-102.
[6]苏伟伟.隧道三维模型的建立与仿真实现[D].郑州:郑州大学,2012.SU Wei-wei.The building of the 3D model and simulation for the tunnel[D].Zhengzhou:Zhengzhou University,2012.
[7]高华,蒋红斐,张嘉峻,等.基于OpenG L的隧道三维建模[J].中南公路工程,2007,32(3):137-139.GAO Hua,JIANG Hong-fei,ZHANG Jia-jun,et al.The three-dimensional visualization of tunnel based on OpenG L[J].Central South Highway Engineering,2007,32(3):137-139.
[8]张建斌,朱合华,朱岳明,等.厦门翔安海底隧道数字化建模技术[J].岩石力学与工程学报,2007,26(6):1237-1242.ZHANG Jian-bin,ZHU He-hua,ZHU Yue-ming,et al.Digital strata modeling and its application to Xiang’an subsea tunnel in Xiamen[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(6):1237-1242.
[9]张洋.基于BIM的建筑工程信息集成与管理研究[D].北京:清华大学,2009.ZHANG Yang.Research on BIM-based building information integration and management[D].Beijing:Tsinghua University,2009.
[10]DAEGU CHO,NAM SEOK CHO,HUNHEE CHO,et al.Parametric modelling based approach for efficient quantity take off of NATM-Tunnels[C]//29th International Symposium of Automation and Robotics in Construction(ISARC2012).Eindhoven:[s.n.],2012.
[11]ANDRéBORRMANNA,MATTHIAS FLURLB,JAVIER RAMOS JUBIERREA,et al.Synchronous collaborative tunnel design based on consistency-preserving multi-scale models[J].Advanced Engineering Informatics,2014,28(4):499-517.
[12]HEGEMANN F,LEHNER K,K?NIG M.IFC-based product modeling for tunnel boring machines[C]//Proceedings of the 9th European Conference on Product and Process Modeling 2012.London:CRC Press,2012:289-296.
[13]YABUKI N.Representation of caves in a shield tunnel product model[C]//Proceedings of the 7th European Conference on Product and Process Modelling 2008.London:CRC Press,2009:545-550.
[14]LEE S,PARK S I,PARK J.Development of an IFCBased data schema for the design information representation of the NATM tunnel[J].KSCE Journal of Civil Engineering,2016,20(6):2112-2123.
[15]钟宇,周少东,陈健,等.基于IFC标准的盾构隧道结构数据模型研究[J].地下空间与工程学报,2017,13(增刊2):613-622.ZHONG Yu,ZHOU Shao-dong,CHEN Jian,et al.Study on shield tunnel structure data model based on IFC standard[J].Chinese Journal of Underground Space and Engineering,2017,13(Supp.2):613-622.
[16]张文萃,穆世旭,李家涛,等.盾构隧道通用管片排版设计与纠偏研究[J].施工技术,2013,42(13):89-92.ZHANG Wen-cui,MU Shi-xu,LI Jia-tao,et al.Research on layout design and deviation correction of the general segment in shield tunnels[J].Construction Technology,2013,42(13):89-92.
[17]宋瑞恒.盾构隧道通用管片排版与动态纠偏管理软件开发[D].上海交通大学,2008.SONG Rui-heng.Development of software for composition and dynamic deviation correction of universal segments for shield tunnel[D].Shanghai:Shanghai Jiao Tong University,2008.
[18]王勇,张建平,李久林.基于IFC的建筑结构施工图设计信息模型描述[J].土木建筑工程信息技术,2014,6(4):30-35.WANG Yong,ZHANG Jian-ping,LI Jiu-lin.IFC-based model description for structural working drawing[J].Journal of Information Technology in Civil Engineering and Architecture,2014,6(4):30-35.