[1]王飞,等.有限场地条件下盾构机整体吊装技术研究[J].深圳大学学报理工版,2016,33(3):317-323.[doi:10.3724/SP.J.1249.2016.03317]
 Wang Fei,Liu Mengbo,et al.Integral hoisting technology of tunnel boring machine in limited space[J].Journal of Shenzhen University Science and Engineering,2016,33(3):317-323.[doi:10.3724/SP.J.1249.2016.03317]
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有限场地条件下盾构机整体吊装技术研究()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第33卷
期数:
2016年第3期
页码:
317-323
栏目:
土木建筑工程
出版日期:
2016-05-20

文章信息/Info

Title:
Integral hoisting technology of tunnel boring machine in limited space
文章编号:
201603014
作者:
王飞1 3刘孟波2陈龙3刘文3汤林猛3
1)北京交通大学经济管理学院,北京 100044
2)同济大学土木工程学院,上海 200092
3)中建三局第一建设工程有限责任公司,湖北武汉 430040
Author(s):
Wang Fei1 3 Liu Mengbo2 Chen Long3 Liu Wen3 and Tang Linmeng2
1) School of Economics and Management, Beijing Jiaotong University, Beijing 100044, P.R.China
2) College of Civil Engineering, Tongji University, Shanghai 200092, P.R.China
3) The First Construction Engineering Co.Ltd., China Construction Third Engineering Bureau, Wuhan 430040, Hubei Province, P.R.China
关键词:
隧道工程隧道盾构技术有限场地整体吊装安全性计算牵引力吊装设备基础均载板深圳地铁
Keywords:
tunnel engineering tunnel boring technology limited space integral hoisting safety calculation traction foundation of hoist machine uniformly distributed load plate Shenzhen metro
分类号:
U 455.43
DOI:
10.3724/SP.J.1249.2016.03317
文献标志码:
A
摘要:
以深圳地铁9号线有限场地下的盾构整体吊装应用为背景,提出盾构机整体吊装流程,探讨了整体吊装设备的结构性能,对其结构配置、牵引力系统提出改进意见. 针对在有限场地不能满足施作吊装设备基础条件的情况,分析采用均载板作为整体吊装设备基础施工的安全性,均载板最大Mises应力为24.58 MPa,最大变形为64 mm,满足强度及刚度要求. 实施结果表明,所选盾构机整体吊装设备及过程能满足可行性和安全性要求,提出的整体吊装措施安全可靠,可为类似工程提供借鉴.
Abstract:
In order to realize the integral hoisting of the tunnel boring machine in the limited space of Shenzhen Metro Line 9, a hoisting process of tunnel boring machine is put forward, and the security of hoisting equipment is analyzed. Some suggestions for the design of integral hoist equipment and traction system are presented. Regarding to the problem of the integral hoisting of tunnel boring machine under the condition of limited space where the foundation couldn’t be conducted, a uniformly distributed load plate application is analyzed, and the results show that its maximum Mises stress is 24.58 MPa, and the maximum deformation is 64 mm, which could meet the requirements of strength and rigidity. Practice indicates that the hoisting process of tunnel boring machine and the measures of integral hoist can meet the needs of feasibility and safety. It provides a valuable reference for the similar projects.

参考文献/References:

[1] 周文波. 盾构法隧道施工技术及应用[M]. 北京:中国建筑工业出版社,2004.
Zhou Wenbo. Shield tunnelling technology[M]. Beijing: China Architecture & Building Press, 2004.(in Chinese)
[2] 雷泽鸿. 盾构法地铁隧道施工关键技术研究[J]. 科学技术与工程, 2013, 13(8):2283-2287.
Lei Zehong. The key technology study on shield of subway tunnel construction[J]. Science Technology and Engineering, 2013, 13(8):2283-2287.(in Chinese)
[3] 洪开荣,陈馈,冯欢欢. 中国盾构技术的创新与突破[J]. 隧道建设, 2013, 33(10):801-808.
Hong Kairong, Chen Kui, Feng Huanhuan. The innovation and breakthrough of shield technology in China[J]. Tunnel Construction, 2013, 33(10):801-808.(in Chinese)
[4] 高建平. 浅谈盾构隧道施工准备工作[J]. 科学之友, 2011(2):72-73.
Gao Jianping. Discusses the shield tunnel construction preparatory work[J]. Friend of Science Amateurs, 2011(2):72-73.(in Chinese)
[5] 程泷,冯兴仁. 区间隧道盾构施工准备七大要点[J]. 中国建材科技, 2014, 23(5):126-129.
Cheng Long, Feng Xingren. Introduction of the seven points for the preparations of shield tunnel construction[J]. China Building Materials Science & Technology, 2014, 23(5):126-129.(in Chinese)
[6] 张中安. 钢套筒在地铁隧道盾构接收中的应用[J]. 铁道标准设计,2016,60(2):110-113.
Zhang Zhongan. Application of steel sleeve in metro shield machine reception[J]. Railway Standard Design, 2016,60(2):110-113.(in Chinese)
[7] 贲志江,杨平,陈长江,等. 地铁过江隧道大型泥水盾构的水中接收技术[J]. 南京林业大学学报自然科学版, 2015, 39(1):119-124.
Ben Zhijiang, Yang Ping, Chen Changjiang, et al. Water receiving technology of large slurry shield in river-crossing subway tunnel[J]. Journal of Nanjing Forestry University Natural Science Edition, 2015, 39(1):119-124.(in Chinese)
[8] 汪晨晓,谢校亭. 砂卵石地质环境进行盾构接收方案对比分析[J]. 市政技术,2015, 33(4):77-80.
Wang Chenxiao, Xie Xiaoting. Comparison analysis of shield receiving schemes for sandy pebble stratum condition[J]. Municipal Engineering Technology, 2015, 33(4):77-80.(in Chinese)
[9] 姜自明. 某盾构接收井深基坑围护结构变形规律研究[J]. 建筑机械化,2012,33(5):74-76.
Jiang Ziming. Research of deformation law of deep foundation pit for deep foundation pit of a shield receiving well[J]. Construction Mechanization, 2012,33(5):74-76.(in Chinese)
[10] 林韵. 矿山法施工隧道内盾构接收技术[J]. 建筑施工,2015(9):1111-1113.
Lin Yun. Shield machine arrival technology combined with mining method for tunnel construction[J]. Building Construction, 2015(9):1111-1113.(in Chinese)
[11] 周前,张浩. 富水砂层盾构到达克泥效辅助接收技术[J]. 城市建筑,2014(17):394-395.
Zhou Qian, Zhang Hao. Disscus the rich water mud shield to the clay shock method auxiliary receiving technology[J]. Urbanism and Architecture, 2014(17):394-395. (in Chinese)
[12] 马云新. 复杂地层土压平衡盾构始发与接收施工风险及对策[J]. 建筑机械化,2015(4):61-67.
Ma Yunxin. Risk and countermeasures of complex formation earth pressure balance shield starting and receiving construction[J]. Construction Mechanization, 2015(4):61-67.(in Chinese)
[13] 杨咺,曹忠民,贾晓辉. 地铁盾构机吊装施工及安全监控[J]. 建筑技术,2014, 45(9):783-785.
Yang Xuan, Cao Zhongmin, Jia Xiaohui. Lifting construction and safety monitoring of subway shield machine[J]. Architecture Technology, 2014, 45(9):783-785.(in Chinese)
[14] 施红健. 盾构机吊装安全控制技术研究[J]. 江苏建筑, 2013(6):39-41.
Shi Hongjian. Study on lifting safety control technology of the shield machine[J]. Jiangsu Construction, 2013(6):39-41.(in Chinese)
[15] 唐卫平. 城市中心区大直径泥水平衡盾构机到达吊装施工技术[J]. 施工技术, 2014(S1):385-390.
Tang Weiping. Construction techniques of large-diameter slurry shield machines out-hoist in city center area[J]. Construction Technology, 2014(S1):385-390.(in Chinese)
[16] 张志鹏,李松松. 盾构施工法转场技术的应用研究[J]. 建筑机械与施工机械化,2013, 30(5):82-84.
Zhang Zhipeng, Li Songsong. Study on application of turn around technology of shiled machine[J]. Road Machinery & Construction Mechanization, 2013, 30(5):82-84.(in Chinese)
[17] 王磊. 盾构工筹组织方式专题研究[J]. 城市建筑, 2014(8):395-396.
Wang Lei. The monographic study of raise organization way[J]. Urbanism and Architecture, 2014(8):395-396.(in Chinese)
[18] 罗垠. 浅谈盾构机拆卸及吊装技术[J]. 山西建筑, 2007, 33(18):331-332.
Luo Yin. Dismantlement and hoisting skill of shield-shaped machine[J]. Shanxi Architecture, 2007, 33(18):331-332.(in Chinese)
[19] 黄威然, 竺维彬. 300 t盾构机整体吊装技术[J]. 施工技术, 2005, 34(6):39-41.
Huang Weiran, Zhu Weibin. The integral lifting technology of a 300-ton shield machine[J]. Construction Technology, 2005, 34(6):39-41.(in Chinese)
[20] 唐业云. 广州地铁施工盾构机整体转场实践[J]. 建筑机械化, 2005, 26(8):250-251.
Tang Yeyun. Whole suspending shield machine in underground construction in Guangzhou[J]. 2005, 26(8):250-251.(in Chinese)
[21] 黄芹朋. 盾构吊装设备选择与工艺计算[J]. 施工技术, 2014(6):45-47.
Huang Qinpeng. The hoisting equipment selection and process requirements of shield machine[J]. Construction Technology, 2014(6):45-47.(in Chinese)
[22] 王科伟. 盾构整体吊装技术及应用[J]. 建筑机械化, 2014(3):78-79.
Wang Kewei. Technology and application of shield integral Lifting[J]. Construction Mechanization, 2014(3):78-79.(in Chinese)
[23] 曾庆军, 莫海鸿, 李茂英. 强夯后地基承载力的估算[J]. 岩石力学与工程学报, 2006, 25(s2):3523-3528.
Zen Qingjun, Mo Haihong, Li Maoying. Evaluation of bearing capacity of foundation treated with dynamic compaction method[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(s2):3523-3528.(in Chinese)

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备注/Memo

备注/Memo:
Received:2015-11-27;Accepted:2016-03-17
Foundation:National Natural Science Foundation of China (51378389)
Corresponding author:Engineer Wang Fei.E-mail: 3177654609@qq.com
Citation:Wang Fei,Liu Mengbo,Chen Long,et al.Integral hoisting technology of tunnel boring machine in limited space[J]. Journal of Shenzhen University Science and Engineering, 2016, 33(3): 317-323.(in Chinese)
基金项目:国家自然科学基金资助项目(51378389)
作者简介:王飞(1989—),男,中建三局长沙地铁项目盾构总工程师.研究方向:地铁盾构施工技术.E-mail:317765609@qq.com
引文:王飞,刘孟波,陈龙,等. 有限场地条件下盾构机整体吊装技术研究[J]. 深圳大学学报理工版,2016,33(3):317-323.
更新日期/Last Update: 2016-05-08