Volume 39 Issue 5
Sep.  2020
Turn off MathJax
Article Contents
Li Ming, He Lei, Ma Baosong, Wang Tianyu, Zhu Zihao. Structure failure and rehabilitation technologies of the cable tunnel[J]. Bulletin of Geological Science and Technology, 2020, 39(5): 31-37. doi: 10.19509/j.cnki.dzkq.2020.0505
Citation: Li Ming, He Lei, Ma Baosong, Wang Tianyu, Zhu Zihao. Structure failure and rehabilitation technologies of the cable tunnel[J]. Bulletin of Geological Science and Technology, 2020, 39(5): 31-37. doi: 10.19509/j.cnki.dzkq.2020.0505

Structure failure and rehabilitation technologies of the cable tunnel

doi: 10.19509/j.cnki.dzkq.2020.0505
  • Received Date: 10 Sep 2019
  • The urban underground municipal tunnels such as cable tunnel and underground pipeline are usually affected complex load conditions and working environment, and are also highly susceptible to human engineering activities, and thus problems or even failures occur during their design life. Although such failures, not only have caused huge casualties and property losses but also aroused great social attention, the structural failure and rehabilitation method of the cable tunnel have been rarely studied at present. This paper mainly focused on the failure of the cable tunnel's main structure. The damage form and hazard area of the failure are studied based on the numerical study, case investigation, and reference to structural characteristics of the underground pipelines. The results showed that most of the structural damage was concentrated in the hazard area of the failure. Moreover, different structural rehabilitation technologies were compared and analyzed in terms of the scope of application, cost, and the effect of rehabilitation, and the trenchless spraying rehabilitation method was found to have good applicability and workability, and it was safe and efficient. Therefore, references could be provided for solving the problems that might happen in the cable tunnel structure in China by combining the research on relevant structural failure and rehabilitation methods.

     

  • loading
  • [1]
    马保松.非开挖工程学[M].北京:人民交通出版社, 2008.
    [2]
    王恒栋.我国城市地下综合管廊工程建设中的若干问题[J].隧道建设, 2017, 37(5):523-528. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=sdjs201705001
    [3]
    马保松.非开挖管道修复更新技术[M].北京:人民交通出版社, 2014.
    [4]
    林礼健, 陈志忠, 陈孝湘.顶管法电缆隧道结构渗漏成因及其防治措施研究[J].施工技术, 2016(增刊2):144-148.
    [5]
    张海丰, 周维, 张鹏, 等.管土相互作用土箱模型实验设计[J].地质科技情报, 2016, 35(4):219-222. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dzkjqb201604034
    [6]
    法伊比索维奇.柏林380 kV架空电缆输电线[J].水电科技进展, 2000, 6(1):58-60.
    [7]
    戚国彬.日本东京一条500 kV地下电缆简介[J].供用电, 1998, 5(3):3-5.
    [8]
    吉田昭太郎, 王秋如.日本275~500 kV交联聚乙烯电缆系统的展望[J].电线电缆, 1992, 1(3):34-40. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=QK000000301437
    [9]
    何宇红.三中至八一变110 kV电缆的隧道设计与敷设[J].广西电力技术, 2000, 23(1):61-62. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gxdljs200001020
    [10]
    周健.广州城区电力电缆通道建设发展综述[J].低碳世界, 2015, 5(33):17-19.
    [11]
    黄效喜, 蔡钧, 杨文威, 等.上海世博会电力电缆通道工程的规划及科研[J].特种机构, 2009, 26(6):3-6.
    [12]
    王明敏, 杨家熙.对沉降明挖隧道的结构安全评估及修复措施[J].中国西部科技, 2014, 13(7):54-57. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=zgxbkj201407025
    [13]
    蒋雅君, 许阳, 陈鹏, 等.电力电缆隧道结构病害及检测评估方法探讨[J].地下空间与工程学报, 2019, 15(1):311-318. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dxkj201901040
    [14]
    刘青, 王金双, 李宁, 等.关于电力隧道结构检测及修复工作的探讨[J].高电压技术, 2020, 45(增刊2):130-133.
    [15]
    杨军.电缆沟常见问题分析[J].电力安全技术, 2009, 20(3):50-52.
    [16]
    陈孝湘, 李广福, 吴勤斌.电力电缆隧道结构常见病害分类及防治[J].电力勘测设计, 2015, 38(2):10-14. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dlkc201502008
    [17]
    孙耀祖.原位浇筑法管道和检查井非开挖修复技术研究及应用[D].武汉: 中国地质大学(武汉), 2017.
    [18]
    王娟娟, 袁伟衡, 刘月, 等.北京市既有电力隧道发展现状与常见灾害分析[J].工程安全, 2016, 34(11):75. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gczl201611022
    [19]
    许州, 王天宇, 杨善, 等.CCTV用于成都市锦兴路排水管道检测与评估[J].中国给水排水, 2016, 32(14):114-118. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=zgjsps201614027
    [20]
    何春良, 曾正, 马保松, 等.用于混凝土管道结构性修复设计的围土荷载模型[J].地质科技情报, 2019, 38(5):269-274. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dzkjqb201905029
    [21]
    建设部.GB 50332-2002给水排水工程管道结构设计规范[S].北京: 中国建筑工业出版社, 2003.
    [22]
    建设部.GB 50838-2015城市综合管廊工程技术规范[S].北京: 中国计划出版社, 2015.
    [23]
    Wang J H.Lifecycle cost and performance analysis for repair of concrete tunnels[M].[S.l.]: Elsevier Ltd., 2018.
    [24]
    Wang Q, Qu L, Guo H, et al.Grouting reinforcement technique of Qingdao Jiaozhou Bay Subsea Tunnel[J].Chinese Journal of Rock Mechanics and Engineering, 2011, 30(4):790-802. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=yslxygcxb201104017
    [25]
    胡成洪, 夏举飞, 赵雅宏.非开挖技术在天然气管道修复中的应用[J].地质科技情报, 2018, 37(5):254-259. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dzkjqb201805035
    [26]
    Gerasimova V.Underground engineering and trenchless technologies at the defense of environment[J].Procedia engineering, 2016, 165:1395-1401. doi: 10.1016/j.proeng.2016.11.870
    [27]
    周维, 孔耀祖.离心喷涂修复技术承担全球最大的检查井非开挖修复工程[J].非开挖技术, 2015, 18(3):51-54.
    [28]
    Yu W, Wu G, An B.Investigations of support failure and combined support for soft and fractured coal-rock tunnel in tectonic belt[J].Geotechnical and Geological Engineering, 2018, 36(6):3911-3929. doi: 10.1007/s10706-018-0582-z
    [29]
    国家电网公司.2014QGDW电力电缆及通道运维规程[S].北京: 中国电力出版社, 2014.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article Views(562) PDF Downloads(1121) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return