铁路隧道智能化建造装备技术创新与施工协同管理展望
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摘要
为配合郑万高铁实施的基于全工序机械化配套的隧道安全、快速、高质量修建技术,针对超前支护、钻爆开挖、初期支护、二次衬砌等关键工序开发系列化智能装备,并系统性地总结和提炼钻爆法隧道智能建造装备的4大支撑技术,即围岩参数识别与处理系统、三维空间定位与量测系统、大数据处理与共享系统、智能控制决策系统,是实现隧道全生命周期智能化的基础与前提;同时,运用先进的传感技术、互联网、大数据分析和人工智能技术,研究施工协同管理平台,借助隧道大容量通信网络和隧道智能建造协同管理平台,实现隧道内装备与装备、装备与环境、装备与围岩的互联互通互动,为隧道智能建造提供装备保障。
For matching the safety, fast and high quality railway building technology, based on large-scale whole process mechanized construction of Zhengzhou-Wanzhou High-speed Railway. China Railway Construction Heavy Industry Limited Company(CRCC) has developed series of intelligent equipment for key processes, such as advanced support, drill-blast excavation, primary support, secondary lining. It also expounds four support technologies of intelligent construction equipment for drilling and blasting method tunnels, namely: surrounding rock parameter identifying and processing system, three-dimensional spatial positioning and measurement system, big data processing and sharing system, intelligent control and decision making system, which are the basis and premise for realizing the intelligent whole lifecycle of tunnels. Meanwhile, the platform of construction collaborative management has been studied by using the technologies such as advanced sensing, the Internet, big data analysis and artificial intelligence. With the help of the tunnel high-capacity communication network and the tunnel intelligent construction collaborative management platform, the interconnection and interaction between equipment and equipment, equipment and environment, equipment and ground in the tunnel are realized, which provides equipment support for the intelligent construction of tunnels.
For matching the safety, fast and high quality railway building technology, based on large-scale whole process mechanized construction of Zhengzhou-Wanzhou High-speed Railway. China Railway Construction Heavy Industry Limited Company(CRCC) has developed series of intelligent equipment for key processes, such as advanced support, drill-blast excavation, primary support, secondary lining. It also expounds four support technologies of intelligent construction equipment for drilling and blasting method tunnels, namely: surrounding rock parameter identifying and processing system, three-dimensional spatial positioning and measurement system, big data processing and sharing system, intelligent control and decision making system, which are the basis and premise for realizing the intelligent whole lifecycle of tunnels. Meanwhile, the platform of construction collaborative management has been studied by using the technologies such as advanced sensing, the Internet, big data analysis and artificial intelligence. With the help of the tunnel high-capacity communication network and the tunnel intelligent construction collaborative management platform, the interconnection and interaction between equipment and equipment, equipment and environment, equipment and ground in the tunnel are realized, which provides equipment support for the intelligent construction of tunnels.
引文
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[9] 李术才,刘斌,孙怀凤,等.隧道施工超前地质预报研究现状及发展趋势[J].岩土力学与工程学报,2014,33(6):1090.LI Shucai,LIU Bin,SUN Huaifeng,et al.State of art and trends of advanced geological prediction in tunnel construction [J].Chinese Journal of Rock Mechanics and Engineering,2014,33(6):1090.
[10] 关宝树.漫谈矿山法隧道技术第十一讲:谈隧道施工机械化[J].隧道建设,2016,36(10):1163.GUAN Baoshu.Tunneling by mining method:Lecture XXI:Mechanization of tunnel construction [J].Tunnel Construction,2016,36(10):1163.
[11] 姬海东,刘在政,张海涛.新型带压浇筑隧道数字化衬砌台车研究与应用[J].隧道建设(中英文),2018,38(8):1384.JI Haidong,LIU Zaizheng,ZHANG Haitao.Research and application of a new type of digital tunnel lining trolley with pressured casting [J].Tunnel Construction,2018,38(8):1384.
[12] WALTON G,DIEDERICHS M S,WEINHARDT K,et al.Change detection in drill and blast tunnels from point cloud data [J].International Journal of Rock Mechanics and Mining Sciences,2018,105:172.
[13] 叶康慨.木寨岭隧道大坪有轨斜井施工大变形分析及处理技术[J].隧道建设,2010,30(2):190.YE Kangkai.Case study of control of large deformation of Daping Inclined Shaft of Muzhailing Tunnel [J].Tunnel Construction,2010,30(2):190.
[14] 张学文.桃树坪隧道穿越富水粉细砂地层塌方处治施工技术[J].隧道建设(中英文),2018,38(2):308.ZHANG Xuewen.Countermeasures for collapse of Taoshuping Tunnel crossing water-rich fine-sand strata [J].Tunnel Construction,2018,38(2):308.
[15] 韩昌瑞,白世伟,王玉明,等.层状岩体深埋长隧道锚杆支护优化设计[J].岩土力学,2016,37(增刊1):409.HAN Changrui,BAI Shiwei,WANG Yuming,et al.Optimum design of rock bolts supporting long-deep tunnel in layered surrounding rock mass [J].Rock and Soil Mechanics,2016,37(S1):409.
[16] 曹兴松,周德培,刘国强,等.陡倾小交角层状围岩浅埋隧道锚杆支护优化研究[J].地下空间与工程学报,2013,9(增刊2):1926.CAO Xingsong,ZHOU Depei,LIU Guoqiang,et al.Study of optimization of bolt support of shallow tunnel in sub-vertical layered rock small angle intersecting [J].Chinese Journal of Underground Space and Engineering,2013,9(S2):1926.
[2] 洪开荣.我国隧道及地下工程近两年的发展与展望[J].隧道建设,2017,37(2):123.HONG Kairong.Development and prospects of tunnels and underground works in China in recent two years [J].Tunnel Construction,2017,37(2):123.
[3] 王志坚.高速铁路隧道机械化修建技术创新与智能化建造展望:以郑万高速铁路湖北段为例[J].隧道建设(中英文),2018,38(3):339.WANG Zhijian.Innovation and future application of mechanized and intelligentized construction technology for high-speed railway tunnels:a case study of Hubei section on Zhengzhou-Wanzhou High-speed Railway [J].Tunnel Construction,2018,38(3):339.
[4] 肖广智.不良、特殊地质条件隧道施工技术及实例[M].北京:人民交通出版社,2015.XIAO Guangzhi.Tunnel construction techniques and examples under poor and special geological conditions[M].Beijing:China Communications Press,2015.
[5] 徐稳超,汤宪高.贵广铁路双线隧道钻爆法施工机械化配套及适用性分析[J].隧道建设,2013,33(6):431.XU Wenchao,TANG Xiangao.Mechanical matching for double-track railway tunnels constructed by drilling-and-blasting method and analysis on its applicability:Case study of tunnels on Guiyang-Guangzhou Railway [J].Tunnel Construction,2013,33(6):431.
[6] 刘金书.HPS3016S 混凝土湿喷机的研制和应用[J].铁道建筑技术,2016(10):87.LIU Jinshu.Development and application of HPS3016S wet spraying machine [J].Railway Construction Technology,2016(10):87.
[7] 邓皇根,周群立.公路隧道岩质围岩亚级分级研究与应用[J].现代隧道技术,2013,50(1):98.DENG Huanggen,ZHOU Qunli.Research on and application of the sub-classification of the rock mass in a road tunnel [J].Modern Tunnelling Technology,2013,50(1):98.
[8] THUM L,PAOLI R De.2D and 3D GIS-based geological and geomechanical survey during tunnel excavation [J].Engineering Geology,2015,192:19.
[9] 李术才,刘斌,孙怀凤,等.隧道施工超前地质预报研究现状及发展趋势[J].岩土力学与工程学报,2014,33(6):1090.LI Shucai,LIU Bin,SUN Huaifeng,et al.State of art and trends of advanced geological prediction in tunnel construction [J].Chinese Journal of Rock Mechanics and Engineering,2014,33(6):1090.
[10] 关宝树.漫谈矿山法隧道技术第十一讲:谈隧道施工机械化[J].隧道建设,2016,36(10):1163.GUAN Baoshu.Tunneling by mining method:Lecture XXI:Mechanization of tunnel construction [J].Tunnel Construction,2016,36(10):1163.
[11] 姬海东,刘在政,张海涛.新型带压浇筑隧道数字化衬砌台车研究与应用[J].隧道建设(中英文),2018,38(8):1384.JI Haidong,LIU Zaizheng,ZHANG Haitao.Research and application of a new type of digital tunnel lining trolley with pressured casting [J].Tunnel Construction,2018,38(8):1384.
[12] WALTON G,DIEDERICHS M S,WEINHARDT K,et al.Change detection in drill and blast tunnels from point cloud data [J].International Journal of Rock Mechanics and Mining Sciences,2018,105:172.
[13] 叶康慨.木寨岭隧道大坪有轨斜井施工大变形分析及处理技术[J].隧道建设,2010,30(2):190.YE Kangkai.Case study of control of large deformation of Daping Inclined Shaft of Muzhailing Tunnel [J].Tunnel Construction,2010,30(2):190.
[14] 张学文.桃树坪隧道穿越富水粉细砂地层塌方处治施工技术[J].隧道建设(中英文),2018,38(2):308.ZHANG Xuewen.Countermeasures for collapse of Taoshuping Tunnel crossing water-rich fine-sand strata [J].Tunnel Construction,2018,38(2):308.
[15] 韩昌瑞,白世伟,王玉明,等.层状岩体深埋长隧道锚杆支护优化设计[J].岩土力学,2016,37(增刊1):409.HAN Changrui,BAI Shiwei,WANG Yuming,et al.Optimum design of rock bolts supporting long-deep tunnel in layered surrounding rock mass [J].Rock and Soil Mechanics,2016,37(S1):409.
[16] 曹兴松,周德培,刘国强,等.陡倾小交角层状围岩浅埋隧道锚杆支护优化研究[J].地下空间与工程学报,2013,9(增刊2):1926.CAO Xingsong,ZHOU Depei,LIU Guoqiang,et al.Study of optimization of bolt support of shallow tunnel in sub-vertical layered rock small angle intersecting [J].Chinese Journal of Underground Space and Engineering,2013,9(S2):1926.