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隧道与地下工程灾害防治  2020, Vol. 2 Issue (2): 1-13    
  勘察设计 本期目录 | 过刊浏览 | 高级检索 |
水下盾构隧道耐久性与全生命周期设计
王剑宏1,常洪雷1,刘健1,小泉淳1,2
1. 山东大学齐鲁交通学院, 山东 济南 250002;2. 早稻田大学, 东京 169-8555
The durability of underwater shield tunnel and its life-cycle design
WANG Jianhong1, CHANG Honglei1, LIU Jian1, KOIZUMI Atsushi1,2
1. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China;
2. Waseda University, Tokyo 169-8555, Japan
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摘要 随着国家的大规模基础设施发展,水下隧道建设需求日益增大,但水下隧道的建设与运维难度较大,需要综合考虑设施的耐久性、进行全生命周期设计。通过分析东京湾横断公路隧道的防水及耐久性措施,为水下大直径隧道建设提出“多重防水、多方防腐、全生命周期设计”的综合耐久性对策;建立以性能和成本为评估指标的全生命周期设计方法,并通过计算评价某海底隧道的不同方案,揭示建设初期充分考虑耐久性、实施全生命周期设计的方案最有利,验证了全生命周期设计方法的有效性。通过构建兼顾经济、安全及环境的全生命周期设计理论体系,可为水下隧道的合理规划设计、科学建造养护提供有力的基础支撑。
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王剑宏
常洪雷
刘健
小泉淳
关键词:  水下隧道  耐久性  多重防水  多方防腐  全生命周期设计    
Abstract: With the development of the country's large-scale infrastructure, the demand for underwater tunnel construction is increasing; however, regarding the construction, operation and maintenance of underwater tunnel are more difficult, the tunnel durability needs to be concerned as well as the life-cycle design. This paper investigated the waterproof and durability measures of the Tokyo Bay Transverse Highway Tunnel, and proposed a comprehensive durability strategy of “multiple waterproof, multi-anticorrosion, and life-cycle design” for the construction of large diameter underwater tunnel. In addition, a life-cycle design method was established with the performance and cost as indicators, and was applied to evaluating of a submarine tunnel under four construction and maintenance plans. As the result, it was clarified that the plan of the high durable tunnel in the initial stage was the most beneficial, and the life-cycle design method was effective. Conclusively, the rational planning and design, scientific construction and maintenance of underwater tunnels could be foundationally supported by development of a life-cycle design system accounting for the economy, safety and environment.
Key words:  underwater tunnel    durability    multiple waterproof    multi-anticorrosion    life-cycle design
                    发布日期:  2020-11-04      期的出版日期:  2020-11-04
中图分类号:  U455.43  
作者简介:  王剑宏(1975— ),男,山东菏泽人,博士,教授,博士生导师,主要研究方向为地下基础设施运维管理,盾构隧道及管道/管廊等地下结构,以及地下空间开发利用等. E-mail: j.h.wang@sdu.edu.cn
引用本文:    
王剑宏,常洪雷,刘健,小泉淳. 水下盾构隧道耐久性与全生命周期设计[J]. 隧道与地下工程灾害防治, 2020, 2(2): 1-13.
WANG Jianhong, CHANG Honglei, LIU Jian, KOIZUMI Atsushi. The durability of underwater shield tunnel and its life-cycle design. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(2): 1-13.
链接本文:  
http://tunnel.sdujournals.com/CN/Y2020/V2/I2/1
[1] 王梦恕. 中国盾构和掘进机隧道技术现状、存在的问题及发展思路[J].隧道建设, 2014, 34(3): 179-187. WANG Mengshu. Tunneling by TBM/shield in China: tate-of-art, problems and proposals[J]. Tunnel Construction, 2014, 34(3): 179-187.
[2] 洪开荣. 近2年我国隧道及地下工程发展与思考(2017—2018年)[J].隧道建设(中英文),2019,39(5):710-723. HONG Kairong. Development and thinking of tunnels and underground engineering in China in recent 2 years(from 2017 to 2018)[J]. Tunnel Construction, 2019, 39(5):710-723.
[3] 肖明清. 我国水下盾构隧道代表性工程与发展趋势[J].隧道建设(中英文),2018,38(3):360-371. XIAO Mingqing. Representative projects and development trend of underwater shield tunnels in China[J]. Tunnel Construction, 2018, 38(3):360-371.
[4] 钱七虎.水下隧道工程实践面临的挑战、对策及思考[J].隧道建设,2014,34(6):503-507. QIAN Qihu. Challenges in construction of underwater tunnels and countermeasures[J]. Tunnel Construction, 2014, 34(6):503-507.
[5] KOIZUMI A. The technical subjects of underground space utilization[J]. Doboku Gakkai Ronbunshu, 1998(588):1-20.
[6] 何川,刘四进,张玉春,等. 水下隧道衬砌结构服役安全及其保障对策思考[J].中国工程科学,2017,19(6):44-51. HE Chuan, LIU Sijin, ZHANG Yuchun, et al. Service security of underwater tunnel lining structures and corresponding guarantee countermeasures[J]. Strategic Study of CAE, 2017, 19(6):44-51.
[7] WANG J H. Lifecycle cost and performance analysis for repair of concrete tunnels[M] //Eco-Efficient Repair and Rehabilitation of Concrete Infrastructures. [S.l.] : Elsevier, 2018: 637-672.
[8] ZHENGSHU H E. Life-cycle reliability-based design and assessment of shield tunnels in coastal regions[D]. Tokyo, Japan:Waseda University, 2019.
[9] 尹玫,朱合华,闫治国. 盾构隧道全寿命周期成本分析方法研究[J].地下空间与工程学报,2010,6(增刊1):1393-1397. YIN Mei, ZHU Hehua, YAN Zhiguo. Study on the LCCA method for shield tunnel[J].Chinese Journal of Underground Space and Engineering. 2010, 6(Suppl.1):1393-1397.
[10] 桑晓夏,王立成. 工程结构全寿命周期经济模型研究综述[J].水利与建筑工程学报,2011,9(4):50-54. SANG Xiaoxia, WANG Licheng. Review on study for life cycle cost analysis model of engineering structures[J]. Journal of Water Resources and Architectural Engineering, 2011, 9(4):50-54.
[11] HEWETT B H M, JOHANNESSON S. Shield and compressed air tunneling[M].[S.l.] :McGraw-Hill Book Company, 1922.
[12] KAWATA H. Historical development of concrete of shield driven railway tunnels[J]. Doboku Gakkai Ronbunshu, 1993(460): 7-11.
[13] 邵华,王蓉. 上海地铁盾构隧道病害影响因素及特征分析[J].现代隧道技术,2018,55(增刊2):922-929. SHAO Hua, WANG Rong. Analysis of the influence factors and its characteristics of metro shield tunnel defects in Shanghai[J]. Modern Tunneling Technology, 2018, 55(Suppl.2):922-929.
[14] 卢岱岳,孙文昊,苏昂,等. 施工期盾构隧道管片衬砌裂损病害统计分析[J].铁道工程学报,2018,35(6):59-66. LU Daiyue, SUN Wenhao, SU Ang, et al. Statistics and analysis of cracking disease in segment lining for shield tunnel in construction stage[J]. Journal of Railway Engineering Society, 2018, 35(6):59-66.
[15] LI W, AFSHANI A, AKAGI H, et al. Influence of lining permeability and temperature on long-term behavior of segmented tunnel[J]. Soils and Foundations, 2020, 60(2):425-438.
[16] MORIMOTO Satsohi, KUSAKA Atsushi, ISHIMURA Toshiaki, et al. Tendency of deformation of existing shield tunnel[J]. Japanese Civil Engineering Journal, 2016, 58(3): 18-21.
[17] 中华人民共和国建设部. 地下防水工程质量验收规范:GB50208—2011[S]. 北京:中国建筑工业出版社,2011.
[18] OHTSUKA M, ENYA Y, KOBAYASHI T, et al. Segment waterproofing design using hydrotite seal in shield tunneling[J]. Doboku Gakkai Ronbunshu, 2000(651): 61-79.
[19] 张稳军,丁超,张高乐,等. 盾构隧道管片接缝复合型密封垫选型设计研究[J].隧道建设,2020,40(2): 246-255. ZHANG Wenjun, DING Chao, ZHANG Gaole, et al. Type selection and design of composite sealing gasket for segment joints of shield tunnel[J]. Tunnel Construction, 2020, 40(2): 246-255.
[20] 中华人民共和国国家标准.混凝土结构设计规范:GB50010—2010[S].北京:中国建筑工业出版社,2010.
[21] MOTOYAMA H, WASA Y, KANAI M, et al. A study on lining design of earth tunnels with large diameter under high water pressure[J]. Doboku Gakkai Ronbunshu, 1996(540): 123-133.
[22] MATSUZAKA T, MORIYAMA Y, OZASA K, et al. Study for long-term plan of structural replacement and rehabilitation on expressways in Japan[J]. Journal of Japan Society of Civil Engineers: Ser F4: Construction and Management, 2017, 73(1): 1-18.
[23] IZUMI Kudo, KOJI Abe, KENJI Kuraishi, et al. A study on durability and anticorrosion(Tokyo Bay Transverse Road Shield Tunnel)[J].Tunnel and Underground. 1992, 23(11): 45-52.
[24] KANAI Makoto. Study on improvement of durability of shield tunnel lining structure[D]. [S.l.] : [s.n.] , 2000.
[25] Tokyo Bay transit road Co., Ltd. Concrete durability test report for segment [R]. [S.l.] : [s.n.] , 1991.
[26] YUJIRO Wasa, KOJI Abe, KOJI Yoshida, et al. A study on improving waterproofness part 1-Tokyo Bay Transit Road Shield Tunnel[J]. Tunnel and Underground, 1992, 23(9): 45-51.
[27] IZUMI Kudo, KOJI Abe, RYUYUKI Hanaoka, et al. A study on improving waterproofness part 2-Tokyo Bay Transit Road Shield Tunnel[J]. Tunnel and Underground, 1992, 23(6): 53-61.
[28] OHTSUKA M, ENYA Y, KOBAYASHI T, et al. Evaluation of long-term durability of hydrophilic sealing materials used for shield tunnels [J]. Doboku Gakkai Ronbunshu, 2002(707): 101-110.
[29] KIMURA S, OKAMURA N, UNO Y, et al. Durability and fire-resistance of concrete applied to segmental linings for shield tunnels[J]. Doboku Gakkai Ronbunshu, 2003(728): 107-119.
[30] 陈肇元.混凝土结构的耐久性设计方法[J].建筑技术,2003(5):328-333. CHEN Zhaoyuan. Durability design of concrete structures[J]. Architecture Technology, 2003(5):328-333.
[31] NAKAMURA K, TAKEUCHI A, YAMADA T. Building of a tunnel management system[J]. Journal of Construction Management, JSCE, 2004, 11: 59-68.
[32] WANG J H, NAKANO M, TANAKA H, et al. Performance evaluation of reinforced concrete tunnel suffering chloride attack[C] //Proceedings of the Fifth International Symposium on Life-Cycle Civil Engineering,IALCCE2016.[S.l.] : Balkema, CRC Press, 2016:1815-1822.
[33] MARKOV A A. Extension of the limit theorems of probability theory to a sum of variables connected in a chain[M] //Reprinted in Appendix B of R. Howard. Dynamic Probabilistic Systems: Volume 1: Markov Chains.[S.l.] : John Wiley and Sons, 1971.
[34] SUTOH A, SATO T, NISHI H. Identification the Markovian transition probabilities of degradation prosess of cold region tunnel lining for performance based code[J]. Journal of Japan Society of Civil Engineers: Ser F1: Tunnel Engineering, 2012, 68(3): I_91-I_98.
[35] SORENSEN D, GIANOLA D. Likelihood, Bayesian, and MCMC methods in quantitative genetics[M].New York, USA: Springer New York, 2002.
[36] FRANGOPOL D M, KALLEN M J, VAN NOORTWIJK J M. Probabilistic models for life-cycle performance of deteriorating structures: review and future directions[J]. Progress in Structural Engineering and Materials, 2004, 6(4): 197-212.
[37] FRANGOPOL D M, SAYDAM D, KIM S. Maintenance, management, life-cycle design and performance of structures and infrastructures: a brief review[J]. Structure and Infrastructure Engineering, 2012, 8(1): 1-25.
[38] WANG J H, KOIZUMI A, TANAKA H. Framework for maintenance management of shield tunnel using structural performance and life cycle cost as indicators[J]. Structure and Infrastructure Engineering, 2017, 13(1): 44-54.
[39] 金伟良,钟小平,胡琦忠.可持续发展工程结构全生命周期设计理论体系研究[J].防灾减灾工程学报,2010,30(增刊1):401-406. JIN Weiliang, ZHONG Xiaoping, HU Qizhong. Research on theoretical system of life cycle design of sustainable development engineering structure[J]. Journal of Disaster Prevention and Mitigation Engineering, 2010, 30(Suppl.1):401-406.
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