装配式综合管廊在地铁车辆基地中的发展及应用探讨
|
摘要
装配式综合管廊在地铁车辆基地中的应用尚处于探索阶段,为了将装配式综合管廊与地铁车辆基地有效结合,提出一种适合于地铁车辆基地的装配式综合管廊解决方案。系统研究车辆基地发展装配式管廊的可行性,从目前车辆基地综合管廊建设和运营现状出发,提出了单仓和双仓两种管廊断面模式。通过应用BIM技术对管线进行碰撞检查和节点深化设计,并在管廊设计中考虑相关附属配套设施。工程实践证明,装配式综合管廊比现浇管廊土建成本减少4%,工期缩短45%,从安全、环保、质量、工期、场地、运维等多方面具有明显优势,应大力推广。下阶段应从标准化设计、施工方面对装配式管廊进行系统研究并争取尽快应用到实际项目中。
The application of the assembled utility tunnel in metro depot is still in the exploratory stage.In order to effectively combine the assembled utility tunnel with the metro depot,an assembled utility tunnel solution suitable for metro depot is proposed. The feasibility of the assembly utility tunnel development in metro depot is systematically studied based on the current construction and operation status of assembled utility tunnel in metro depot,and two kinds of section modes of single and double storehouses are proposed. Collision inspection and node deepening design of the pipeline are carried out based on the application of BIM technology,and related ancillary facilities are addressed in the design of the pipeline corridor. Engineering practices have proved that the construction cost of the assembled utility tunnel is 4% lower than that of the cast-in-place utility tunnel,and its construction period is 45% shorter with the obvious advantages in safety,environmental protection,quality,construction period,working site,operation and maintenance,and the assembled utility tunnel should be promoted vigorously. In the next stage,system research should be carried out on the standardization design and the assembled utility tunnel to push forward its application in actual project at the soonest possible time.
The application of the assembled utility tunnel in metro depot is still in the exploratory stage.In order to effectively combine the assembled utility tunnel with the metro depot,an assembled utility tunnel solution suitable for metro depot is proposed. The feasibility of the assembly utility tunnel development in metro depot is systematically studied based on the current construction and operation status of assembled utility tunnel in metro depot,and two kinds of section modes of single and double storehouses are proposed. Collision inspection and node deepening design of the pipeline are carried out based on the application of BIM technology,and related ancillary facilities are addressed in the design of the pipeline corridor. Engineering practices have proved that the construction cost of the assembled utility tunnel is 4% lower than that of the cast-in-place utility tunnel,and its construction period is 45% shorter with the obvious advantages in safety,environmental protection,quality,construction period,working site,operation and maintenance,and the assembled utility tunnel should be promoted vigorously. In the next stage,system research should be carried out on the standardization design and the assembled utility tunnel to push forward its application in actual project at the soonest possible time.
引文
[1]陆文皓,齐玉军,刘伟庆.装配式综合管廊的应用与发展现状研究[J].建材世界,2017,38(6):87-91.
[2]柳立财,刘卓荣.浅谈广州综合管廊项目运作模式[J].广州建筑,2018,46(2):44-48.
[3]刘杨.珠海市横琴新区城市地下综合管廊建设运营管理研究[J].城市道桥与防洪,2017(2):166-169.
[4]王栋.浅谈杭州地铁6号线双浦车辆段综合管沟设计[J].四川建筑,2016,36(3):161-162,165.
[5]孟凡铁,杨斌,欧阳全裕.地铁市郊地面线路基设计[J].铁道标准设计,2010(12):23-24.
[6]周小斌.城轨车辆段及综合基地综合管线设计[J].铁道标准设计,2006(5):92-93.
[7]宋丛丽.带上盖开发地铁车辆段室外综合管线设计研究[J].铁道工程学报,2015,32(6):106-110.
[8]张邦力.物业开发地铁车辆段首层盖板高度影响因素分析[J].铁道标准设计,2017,61(11):154-158.
[9]盛棋楸.预制装配式技术在综合管廊领域的应用与发展[J].中外建筑,2018(5):192-193.
[10]徐奇,续元庆,王丽娟.城市综合管廊应用分析[J].石油规划设计,2015,26(2):35-38,50.
[11]王靖.城市地下综合管廊建设研究及装配式钢制综合管廊应用初探[J].中国勘察设计,2017(7):100-103.
[12]安建良.装配式混凝土综合管廊施工技术及其制约因素[J].建筑施工,2017,39(9):1358-1360.
[13]白海龙.城市综合管廊发展趋势研究[J].中国市政工程,2015(6):78-81,95.
[14]缪东.地铁车辆段室外综合管线三维设计与管理系统[J].城市轨道交通研究,2015,18(8):153-156.
[15]刘奥.武汉地铁2号线常青花园车辆段BIM设计[J].铁路技术创新,2015(3):81-84.
[16]施卫红.城市地下综合管廊发展及应用探讨[J].中外建筑,2015(12):103-106.
[17]田强,薛国州,田建波,等.城市地下综合管廊经济效益研究[J].地下空间与工程学报,2015,11(S2):373-377.
[18]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.
[19]王天星,王鹏程.北京中关村西区地下综合管廊防水施工技术探讨[J].中国建筑防水,2016(13):29-31,36.
[20]周果林,胡伟,熊剑.基于BIM+GIS的城市地下综合管廊运维管理平台架构研究与应用[J].智能建筑与智慧城市,2018(1):64-68.
[21]马青,杨永耀.智慧管廊建设的探索和实践[J].智能建筑,2017(4):71-75.
[2]柳立财,刘卓荣.浅谈广州综合管廊项目运作模式[J].广州建筑,2018,46(2):44-48.
[3]刘杨.珠海市横琴新区城市地下综合管廊建设运营管理研究[J].城市道桥与防洪,2017(2):166-169.
[4]王栋.浅谈杭州地铁6号线双浦车辆段综合管沟设计[J].四川建筑,2016,36(3):161-162,165.
[5]孟凡铁,杨斌,欧阳全裕.地铁市郊地面线路基设计[J].铁道标准设计,2010(12):23-24.
[6]周小斌.城轨车辆段及综合基地综合管线设计[J].铁道标准设计,2006(5):92-93.
[7]宋丛丽.带上盖开发地铁车辆段室外综合管线设计研究[J].铁道工程学报,2015,32(6):106-110.
[8]张邦力.物业开发地铁车辆段首层盖板高度影响因素分析[J].铁道标准设计,2017,61(11):154-158.
[9]盛棋楸.预制装配式技术在综合管廊领域的应用与发展[J].中外建筑,2018(5):192-193.
[10]徐奇,续元庆,王丽娟.城市综合管廊应用分析[J].石油规划设计,2015,26(2):35-38,50.
[11]王靖.城市地下综合管廊建设研究及装配式钢制综合管廊应用初探[J].中国勘察设计,2017(7):100-103.
[12]安建良.装配式混凝土综合管廊施工技术及其制约因素[J].建筑施工,2017,39(9):1358-1360.
[13]白海龙.城市综合管廊发展趋势研究[J].中国市政工程,2015(6):78-81,95.
[14]缪东.地铁车辆段室外综合管线三维设计与管理系统[J].城市轨道交通研究,2015,18(8):153-156.
[15]刘奥.武汉地铁2号线常青花园车辆段BIM设计[J].铁路技术创新,2015(3):81-84.
[16]施卫红.城市地下综合管廊发展及应用探讨[J].中外建筑,2015(12):103-106.
[17]田强,薛国州,田建波,等.城市地下综合管廊经济效益研究[J].地下空间与工程学报,2015,11(S2):373-377.
[18]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.
[19]王天星,王鹏程.北京中关村西区地下综合管廊防水施工技术探讨[J].中国建筑防水,2016(13):29-31,36.
[20]周果林,胡伟,熊剑.基于BIM+GIS的城市地下综合管廊运维管理平台架构研究与应用[J].智能建筑与智慧城市,2018(1):64-68.
[21]马青,杨永耀.智慧管廊建设的探索和实践[J].智能建筑,2017(4):71-75.