地下轨道与城市道路及综合管廊大断面共建
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摘要
应用对比分析、分类归纳及实例列举等方法,研究了地下城市轨道与城市道路、城市综合管廊的标准体系适应性,分析了"路-轨-管廊"大断面组合规划和横断面组合布设要点,提出了不同情况下的"路-轨-管廊"大断面共建的可行方法。结果表明:地下城市轨道与城市道路、城市综合管廊三种构筑物技术标准体系相互适应性性强,适宜于统一路由、统一规划、统一设计、统一实施。地下城市轨道与城市道路、城市综合管廊组合规划工作中,应严格按"路-轨-管廊大断面"的综合规划要求去执行,充分考虑预留措施和衔接手段。"路-轨-管廊大断面"横断面组合及布设过程中,应根据地下城市轨道区间段及车站段的不同特点,结合城市道路及城市综合管廊的相关要求统筹考虑。"路-轨-管廊"大断面共建时,对全部新建段可同步统筹建设;对涉及既有城市道路改扩建的段落,应合理安排建设程序,保证地面道路建设期交通组织,根据地下城市轨道区间段及车站段的不同实施方法并结合城市综合管廊的建设要求。
This paper studies the adaptability of the standard system of underground urban orbit and urban road and city integrated pipe corridor by using the methods of comparative analysis,classification and enumeration,the main points of the "road-rail-tube gallery"large-section combination plan and cross-section combination layout were analyzed,the feasible methods of co-construction of the "roadrail-tube gallery"large section under different conditions are proposed. The results show that the technical standard systems of three types of structures,underground urban rails,urban roads,and urban comprehensive pipeline corridors,are highly adaptable,and are suitable for unified routing,unified planning,unified design,and unified implementation. In the combined planning of underground urban rails,urban roads,and urban comprehensive pipeline corridors,the comprehensive planning requirements of "road-rail-tube gallery"large section should be strictly enforced and full consideration should be given to reserved measures and cohesive measures. In the process of cross-section combination and layout of "road-rail-tube gallery"large section,comprehensive consideration should be given to the relevant requirements of urban roads and urban comprehensive pipe corridors according to the differentcharacteristics of the underground city track sections and station sections. When the "road-rail-tube gallery"large section is built together,all newly-built sections can be constructed in a synchronized and integrated manner. For the paragraphs involving the reconstruction and expansion of existing urban roads,the construction procedures should be reasonably arranged to ensure the traffic organization during the construction of ground roads,according to the different implementation methods of the underground city track sections and station sections and the requirements of the construction of the city's comprehensive corridor.
This paper studies the adaptability of the standard system of underground urban orbit and urban road and city integrated pipe corridor by using the methods of comparative analysis,classification and enumeration,the main points of the "road-rail-tube gallery"large-section combination plan and cross-section combination layout were analyzed,the feasible methods of co-construction of the "roadrail-tube gallery"large section under different conditions are proposed. The results show that the technical standard systems of three types of structures,underground urban rails,urban roads,and urban comprehensive pipeline corridors,are highly adaptable,and are suitable for unified routing,unified planning,unified design,and unified implementation. In the combined planning of underground urban rails,urban roads,and urban comprehensive pipeline corridors,the comprehensive planning requirements of "road-rail-tube gallery"large section should be strictly enforced and full consideration should be given to reserved measures and cohesive measures. In the process of cross-section combination and layout of "road-rail-tube gallery"large section,comprehensive consideration should be given to the relevant requirements of urban roads and urban comprehensive pipe corridors according to the differentcharacteristics of the underground city track sections and station sections. When the "road-rail-tube gallery"large section is built together,all newly-built sections can be constructed in a synchronized and integrated manner. For the paragraphs involving the reconstruction and expansion of existing urban roads,the construction procedures should be reasonably arranged to ensure the traffic organization during the construction of ground roads,according to the different implementation methods of the underground city track sections and station sections and the requirements of the construction of the city's comprehensive corridor.
引文
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[8]田强,薛国州,田建波,等.城市综合地下管廊经济效益研究[J].地下空间与工程学报,2015,11(S2):373-377.TIAN Qiang,XUE Guo-zhou,TIAN Jian-bo,et al.Economic benefits research of urban utility tunnel[J].Chinese Journal of Underground Space and Engineering,2015,11(S2):373-377.
[9]郭莹,祝文君,杨军.市政综合廊道费用-效益分析方法和实例研究[J].地下空间与工程学报,2006,2(7):1236-1239.GUO Ying,ZHU Wen-jun,YANG Jun.Method and case study on the cost-benefit analysis of urban multi-purpose utility tunnel[J].Chinese Journal of Underground Space and Engineering,2006,2(7):1236-1239.
[10]蔡新,李洪煊,武颖利,等.水下隧道结构优化设计[J].河海大学学报:自然科学版,2009,37(6):665-668.CAI Xin,LI Hong-xuan,WU Ying-li,et al.Optimal design of structure of underwater tunnels[J].Chinese Journal of Hohai University:Natural Sciences,2009,37(6):665-668.
[11]王曦,祝付玲.基于博弈分析的城市城市综合管廊收费对策研究[J].地下空间与工程学报,2013,9(1):197-203.WANG Xi,ZHU Fu-ling.Research of charge strategy for urban municipal utility tunnel based on game theory analysis[J].Chinese Journal of Underground Space and Engineering,2013,9(1):197-203.
[12]孙云章.城市地下管线综合管廊项目建设中的决策支持研究[D].上海:上海交通大学,2008.SUN Yun-zhang.The research of decision-making support of the underground pipeline colligate alure to be building in city[D].Shanghai:Shanghai Jiaotong University,2008.
[13]李婷.库尔勒市综合管廊试点实施方案论述[J].江西建材,2016,181(4):56-60.LI Ting.Discussion on the implementation scheme of the pilot project of Korla comprehensive pipe gallery[J].Jiangxi Building Materials,2016,181(4):56-60.
[14]张莹,李睿.佛山新城裕和路城市综合管廊工程设计[J].中国给水排水,2015,31(18):34-36.ZHANG Ying,LI Rui.Design of pipe gallery at Yuhe road in Foshan new city[J].China Water Supply&Wastewater,2015,31(18):34-36.
[15]黄小华,彭立敏,施成华.整体式隧道衬砌的非线性优化设计方法[J].现代隧道技术,2001,38(4):48-51.HUANG Xiao-hua,PENG Li-min,SHI Cheng-hua.Nonlinear optimization design of the monolithic tunnel lining[J].Modern Tunnelling Technology,2001,38(4):48-51.
[16]范翔.城市综合管廊工程重要节点设计探讨[J].给水排水,2016,42(1):117-122.FAN Xiang.Probe into the design of key nodes of urban municipal tunnel engineering[J].Water Supply and Drainage,2016,42(1):117-122.
[17]汪胜.综合管廊断面型式选用分析[J].中国市政工程,2014,174(4):34-35.WANG Sheng.A selection analysis of utility tunnel cross-section types[J].China Municipal Engineering,2014,174(4):34-35.
[18]刘小宁,李庆祥.我国最大冻土深度变化及初步解释[J].应用气象学报,2003,14(3):299-308.LIU Xiao-ning,LI Qing-xiang.Change of maximum frozen soil depth in China and its primary explanation[J].Journal of Applied Meteorological Science,2003,14(3):299-308.
[19]Canto-Perello J,Curiel-Esparza J.An analysis of utility tunnel viability inurban areas[J].Civil Engineering Systems,2006,23(1):11-19.
[20]LIAO Shao-ming,WEI Shi-feng,SHEN Shui-long.Structural responses of existing metro stations to adjacent deep excavations in Suzhou,China[J].Journal of Performance of Constructed Facilities,2015,21(10):1943-1949.
[21]Chen J,Shi X,Li J.Shaking table test of utility tunnel under non-uniform earthquake wave excitation[J].Soil Dynamics and Earthquake Engineering,2010,30(11):1400-1416.
[22]CHEN Qing-xia.Dynamic response of utility tunnel during the passage of Rayleigh waves[J].Earthquake Science,2010,23(1):13-24.
[23]Chen J,Jiang L,Li J,et al.Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation[J].Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research,2012,30(4):205-216.
[24]刘天顺.基于CBD的地下轨道交通综合开发规模分析[J].哈尔滨工业大学学报,2008,40(6):997-1000.LIU Tian-shun.Analysis of the scale of integrated development of underground rail transit based on CBD[J].Journal of Harbin Institute of Technology,2008,40(6):997-1000.
[25]李橘云,方雷,易斌.广州市轨道交通站点地下空间布局模式研究[J].铁道运输与经济,2014,36(6):87-92LI Ju-yun,FANG Lei,YI Bin.Study on underground space distribution mode of rail transit stations in Guangzhou[J].Railway Transport and Economy,2014,36(6):87-92
[26]杨先华.广州亚运城城市综合管廊结构设计综述[J].管线工程,2012,30(5):71-73.YANG Xian-hua.Summary of structure design of utility tunnel in Guangzhou asian games city[J].Pipeline Engineering,2012,30(5):71-73.
[27]郝珺.城市轨道交通地下车站与地下空间统一规划模式的探讨[J].城市轨道交通研究,2010(2):9-13.HAO Jun.On unified programming of underground urban rail transit station and space[J].Urban Rail Transit Research,2010(2):9-13.
[2]刘剑春.新建轨道交通工程与新建城市管廊衔接共建设计策略探讨[J].铁道标准设计,2017,61(5):142-148.LIU Jian-chun.Discussion on design strategy of coordinative constriction of new urban rail transit project and new urban pipe gallery[J].Railway Standard Design,2017,61(5):142-148.
[3]王凯,张成平,王梦恕.分离式暗挖地铁车站结构断面型式正交优化设计[J].土木工程学报,2015,48(S1):357-361.WANG Kai,ZHANG Cheng-ping,WANG Meng-shu.Orthogonal optimization design for cross section of separate metro station constructed by using shallow tunnelling method[J].China Civil Engineering Journal,2015,48(S1):357-361.
[4]王婉莹.城市道路网与轨道交通线网形态的关系研究[J].铁道工程学报,2017,221(2):81-86.WANG Wan-ying.Research on the relationship between urban road network and rail transit line network[J].Journal of Railway Engineering Society,2017,221(2):81-86.
[5]代振环.城市轨道交通施工期间交通组织问题研究[D].兰州:兰州交通大学,2013.DAI Zhen-huan.Study on traffic organization during the construction of urban rail transit[D].Lanzhou:Lanzhou Jiaotong University,2013.
[6]贾坚,谢小林,张羽,等.城市综合交通枢纽地下空间一体化建设技术[J].上海交通大学学报,2012,46(1):7-12.JIA Jian,XIE Xiao-lin,ZHANG Yu,et al.Techniques of the integration construction of underground space in comprehensive urban transportation hub[J].Journal of Shanghai Jiaotong University,2012,46(1):7-12.
[7]黄斌.轨道交通、市政地道和过街通道的地下空间一体化设计施工[J].建筑结构,2013,43(S2):84-87.HUANG Bin.Rail transportation,municipal tunnel and crossing tunnel underground space integrated design and construction[J].Building Structure,2013,43(S2):84-87.
[8]田强,薛国州,田建波,等.城市综合地下管廊经济效益研究[J].地下空间与工程学报,2015,11(S2):373-377.TIAN Qiang,XUE Guo-zhou,TIAN Jian-bo,et al.Economic benefits research of urban utility tunnel[J].Chinese Journal of Underground Space and Engineering,2015,11(S2):373-377.
[9]郭莹,祝文君,杨军.市政综合廊道费用-效益分析方法和实例研究[J].地下空间与工程学报,2006,2(7):1236-1239.GUO Ying,ZHU Wen-jun,YANG Jun.Method and case study on the cost-benefit analysis of urban multi-purpose utility tunnel[J].Chinese Journal of Underground Space and Engineering,2006,2(7):1236-1239.
[10]蔡新,李洪煊,武颖利,等.水下隧道结构优化设计[J].河海大学学报:自然科学版,2009,37(6):665-668.CAI Xin,LI Hong-xuan,WU Ying-li,et al.Optimal design of structure of underwater tunnels[J].Chinese Journal of Hohai University:Natural Sciences,2009,37(6):665-668.
[11]王曦,祝付玲.基于博弈分析的城市城市综合管廊收费对策研究[J].地下空间与工程学报,2013,9(1):197-203.WANG Xi,ZHU Fu-ling.Research of charge strategy for urban municipal utility tunnel based on game theory analysis[J].Chinese Journal of Underground Space and Engineering,2013,9(1):197-203.
[12]孙云章.城市地下管线综合管廊项目建设中的决策支持研究[D].上海:上海交通大学,2008.SUN Yun-zhang.The research of decision-making support of the underground pipeline colligate alure to be building in city[D].Shanghai:Shanghai Jiaotong University,2008.
[13]李婷.库尔勒市综合管廊试点实施方案论述[J].江西建材,2016,181(4):56-60.LI Ting.Discussion on the implementation scheme of the pilot project of Korla comprehensive pipe gallery[J].Jiangxi Building Materials,2016,181(4):56-60.
[14]张莹,李睿.佛山新城裕和路城市综合管廊工程设计[J].中国给水排水,2015,31(18):34-36.ZHANG Ying,LI Rui.Design of pipe gallery at Yuhe road in Foshan new city[J].China Water Supply&Wastewater,2015,31(18):34-36.
[15]黄小华,彭立敏,施成华.整体式隧道衬砌的非线性优化设计方法[J].现代隧道技术,2001,38(4):48-51.HUANG Xiao-hua,PENG Li-min,SHI Cheng-hua.Nonlinear optimization design of the monolithic tunnel lining[J].Modern Tunnelling Technology,2001,38(4):48-51.
[16]范翔.城市综合管廊工程重要节点设计探讨[J].给水排水,2016,42(1):117-122.FAN Xiang.Probe into the design of key nodes of urban municipal tunnel engineering[J].Water Supply and Drainage,2016,42(1):117-122.
[17]汪胜.综合管廊断面型式选用分析[J].中国市政工程,2014,174(4):34-35.WANG Sheng.A selection analysis of utility tunnel cross-section types[J].China Municipal Engineering,2014,174(4):34-35.
[18]刘小宁,李庆祥.我国最大冻土深度变化及初步解释[J].应用气象学报,2003,14(3):299-308.LIU Xiao-ning,LI Qing-xiang.Change of maximum frozen soil depth in China and its primary explanation[J].Journal of Applied Meteorological Science,2003,14(3):299-308.
[19]Canto-Perello J,Curiel-Esparza J.An analysis of utility tunnel viability inurban areas[J].Civil Engineering Systems,2006,23(1):11-19.
[20]LIAO Shao-ming,WEI Shi-feng,SHEN Shui-long.Structural responses of existing metro stations to adjacent deep excavations in Suzhou,China[J].Journal of Performance of Constructed Facilities,2015,21(10):1943-1949.
[21]Chen J,Shi X,Li J.Shaking table test of utility tunnel under non-uniform earthquake wave excitation[J].Soil Dynamics and Earthquake Engineering,2010,30(11):1400-1416.
[22]CHEN Qing-xia.Dynamic response of utility tunnel during the passage of Rayleigh waves[J].Earthquake Science,2010,23(1):13-24.
[23]Chen J,Jiang L,Li J,et al.Numerical simulation of shaking table test on utility tunnel under non-uniform earthquake excitation[J].Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research,2012,30(4):205-216.
[24]刘天顺.基于CBD的地下轨道交通综合开发规模分析[J].哈尔滨工业大学学报,2008,40(6):997-1000.LIU Tian-shun.Analysis of the scale of integrated development of underground rail transit based on CBD[J].Journal of Harbin Institute of Technology,2008,40(6):997-1000.
[25]李橘云,方雷,易斌.广州市轨道交通站点地下空间布局模式研究[J].铁道运输与经济,2014,36(6):87-92LI Ju-yun,FANG Lei,YI Bin.Study on underground space distribution mode of rail transit stations in Guangzhou[J].Railway Transport and Economy,2014,36(6):87-92
[26]杨先华.广州亚运城城市综合管廊结构设计综述[J].管线工程,2012,30(5):71-73.YANG Xian-hua.Summary of structure design of utility tunnel in Guangzhou asian games city[J].Pipeline Engineering,2012,30(5):71-73.
[27]郝珺.城市轨道交通地下车站与地下空间统一规划模式的探讨[J].城市轨道交通研究,2010(2):9-13.HAO Jun.On unified programming of underground urban rail transit station and space[J].Urban Rail Transit Research,2010(2):9-13.