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隧道与地下工程灾害防治  2022, Vol. 4 Issue (3): 47-66    DOI: 10.19952/j.cnki.2096-5052.2022.03.04
  前沿综述 本期目录 | 过刊浏览 | 高级检索 |
双模盾构机/TBM的原理与应用
钟长平1,竺维彬2,3*,王俊彬4,谢文达4
1.广州地铁集团有限公司, 广东 广州 510330;2.中国岩石力学与工程学会, 北京 100029;3.广州市人民政府国有资产监督管理委员会, 广东 广州 510230;4.广州轨道交通建设监理有限公司, 广东 广州 510000
Principle and application of double-mode shield machine/TBM
ZHONG Changping1, ZHU Weibin2,3*, WANG Junbin4, XIE Wenda4
1. Guangzhou Metro Group Co., Ltd., Guangzhou 510330, Guangdong, China;
2. Chinese Society for Rock Mechanics &
Engineering, Beijing 100029, China;
3. State-owned Assets Supervision and Administration Commission, Guangzhou Municipal Government, Guangzhou 510230, Guangdong, China;
4. Guangzhou Mass Transit Engineering Consultant Co., Ltd., Guangzhou 510000, Guangdong, China
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摘要 回顾双模盾构机/TBM发明的背景,对多模式盾构机/TBM进行定义和分类,阐释不同类型的双模盾构机/TBM的工作原理,明确双模盾构机/TBM适用的地层和环境,对双模盾构机/TBM的使用进行总结和展望,对类似地层和环境条件下的掘进机施工具有重要的借鉴意义和指导作用。
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钟长平
竺维彬
王俊彬
谢文达
关键词:  双模盾构机/TBM  掘进模式  出渣方式  复合地层    
Abstract: The background of the invention of the double-mode shield machine/TBM was reviewed, the multi-mode shield machine/TBM was defined and classified. The working principle of the double-mode shield machine/TBM was explained. The applicable geology formation and environment of the double-mode shield machine/TBM was clarified. The effects of application of the double-mode shield machine/TBM were summarized. The paper has an important reference for the construction of tunnel boring machines under similar strata and environmental conditions.
Key words:  dual mode shield machine/TBM    excavation mode    soil discharge method    mixed face ground condition
收稿日期:  2022-04-11      修回日期:  2022-09-08      发布日期:  2022-09-20     
中图分类号:  U455.3  
通讯作者:  竺维彬(1962— ),男,浙江宁波人,硕士,教授级高级工程师,主要研究方向为隧道及地下工程研究和建设管理.    E-mail:  zhuweibin@gzmtr.com
作者简介:  钟长平(1968— ),男,江西吉安人,博士,教授级高级工程师,主要研究方向为隧道及地下工程研究和建设管理. E-mail:553979739@qq.com.
引用本文:    
钟长平, 竺维彬, 王俊彬, 谢文达. 双模盾构机/TBM的原理与应用[J]. 隧道与地下工程灾害防治, 2022, 4(3): 47-66.
ZHONG Changping, ZHU Weibin, WANG Junbin, XIE Wenda. Principle and application of double-mode shield machine/TBM. Hazard Control in Tunnelling and Underground Engineering, 2022, 4(3): 47-66.
链接本文:  
http://tunnel.sdujournals.com/CN/Y2022/V4/I3/47
[1] 袁敏正,鞠世健,竺维彬. 广州地铁一号线和二号线盾构机适应性研究与探讨[J]. 现代隧道技术, 2004, 41(3): 31-34. YUAN Minzheng, JU Shijian, ZHU Weibin. Study and discussion on the adaptability of shield machines adopted in Guangzhouu metro[J]. Modern Tunnelling Technology, 2004, 41(3): 31-34.
[2] 竺维彬,鞠世健,张弥,等.广州地铁二号线旧盾构穿越珠江的工程难题及对策[J]. 土木工程学报, 2004, 37(1): 56-60. ZHU Weibin, JU Shijian, ZHANG Mi, et al. On the engineering poser and countermeasures of driving and crossing the Pearl River with two used tbms in Guangzhou metro line of No.2[J]. China Civil Engineering Journal, 2004, 37(1): 56-60.
[3] 竺维彬,鞠世健.复合地层中的盾构施工技术[M]. 北京: 中国科学技术出版社, 2006.
[4] 竺维彬,钟长平,黄威然,等. 盾构施工“滞排”成因分析和对策研究[J]. 现代隧道技术, 2014, 51(5): 23-32. ZHU Weibin, ZHONG Changping, HUANG Weiran, et al. Cause analysis and countermeasures for “hindered” mucking in shield construction[J]. Modern Tunnelling Technology, 2014, 51(5): 23-32.
[5] 王杜娟,贺开伟,叶超,等.双模式盾构机: CN104879133B[P]. 2017-05-24.
[6] 吴煊鹏,乐贵平,江玉生. 中国盾构工程科技新进展[M]. 北京: 人民交通出版社, 2019.
[7] 赵晖,王昭,易觉,等.一种双模式盾构机结构: CN205977222U[P]. 2017-02-22.
[8] Herrenknecht AG.瑞典哈兰扎森隧道[EB/OL].[2022-04-11].https://www.herrenknecht.com/cn/services/vortrieb/hallandsaastunnel/.
[9] Herrenknecht AG.吉隆坡新巴生谷捷运系统[EB/OL]. [2022-04-11].https://www.herrenknecht.com/cn/referenzen/referenzendetail/kuala-lumpur-klang-valley-mrt/.
[10] 祝承.香港最长公路隧道莲塘-香园围口岸工程龙山隧道正式开通[EB/OL]. [2022-04-11]. https://www.tunnelling.cn/PNews/NewsDetail.aspx?newsId=34039.
[11] Herrenknecht AG. 斯图加特-乌尔姆铁路项目[EB/OL]. [2022-04-11]. https://www.herrenknecht.com/en/references/referencesdetail/stuttgart-ulm-railway-project/.
[12] Robbins.墨西哥城的TEP二期隧道[EB/OL]. [2022-04-11]. https://www.robbinstbm.com/zh-hans/projects/tunel-emisor-poniente-tep-ii/.
[13] Herrenknecht AG.珀斯佛萊斯菲尔德机场线[EB/OL]. [2022-04-11]. https://www.herrenknecht.com/cn/referenzen/referenzendetail/forrestfield-airport-link/.
[14] 深圳地铁.端午传新进展!深圳地铁12号线最长盾构区间贯通[EB/OL]. [2022-04-11].https://www.thepaper.cn/newsDetail_forward_13129975.
[15] 深圳地铁.深圳地铁13号线全断面硬岩段盾构掘进重大突破[EB/OL]. [2022-04-11].https://new.qq.com/rain/a/20210908A07XXI00.
[16] 深圳地铁.地铁13号线全断面硬岩段盾构掘进取得重大突破[EB/OL]. [2022-04-11].https://new.qq.com/omn/20210908/20210908A03T1900.html.
[17] 柴枫桔.四川水利首个盾构穿江隧洞:猫儿沱江底隧洞贯通[EB/OL]. [2022-06-18]. https://baijiahao.baidu.com/s?id=1735966057595177068&wfr=spider&for=pc.
[18] 刘忠俊.成都至蒲江铁路开挖直径12.84米的紫瑞隧道贯通[EB/OL]. [2022-04-11]. https://www.sohu.com/a/519396204_123753?tc_tab=s_news&block=s_news&index=s_1&t=1643267130220.
[19] 殷欣.中国国产先进双模盾构机在意大利西西里铁路工程中投入使用[EB/OL]. [2022-04-10]. https://baijiahao.baidu.com/s?id=1729655932144984162&wfr=spider&for=pc.
[20] Herrenknecht AG.里昂地铁[EB/OL]. [2022-04-11]. https://www.herrenknecht.com/en/references/referencesdetail/lyon-metro/.
[21] Herrenknecht AG.孟买地铁3号线[EB/OL]. [2022-04-11]. https://www.herrenknecht.com/cn/referenzen/referenzendetail/mumbai-metro-line-3/.
[22] Herrenknecht AG.香港沙田至中环线[EB/OL]. [2022-04-11]. https://www.herrenknecht.com/cn/referenzen/referenzendetail/hong-kong-shatin-to-central-link/.
[23] Robbins.罗宾斯跨模式“罗斯”为亚克朗贯通运河拦截隧道[EB/OL]. [2022-04-11]. https://www.robbinstbm.com/zh-hans/robbins-crossover-tbm-rosie-makes-breakthrough-at-akron-ocit/.
[24] 贾连辉,梁晓飞,高文梁,等. 一种多模式盾构机: CN113898358A[P]. 2022-01-07.
[25] 周洋,黄兴,左龙,等.复合地层双模盾构应用效果分析[C] //张可文.2021年全国工程建设行业施工技术交流会论文集(中册).北京:《施工技术(中英文)》编辑部,2021: 12-16.
[26] 朱劲锋,廖鸿雁,袁守谦,等.并联式泥水/土压双模式盾构施工技术与冷冻刀盘开舱技术的创新与实践[J]. 隧道建设(中英文), 2019, 39(7): 1187-1200. ZHU Jinfeng, LIAO Hongyan, YUAN Shouqian, et al. Innovation and practice of parallel dual-mode slurry/EPB shield construction technology and freezing cutterhead opening technology[J]. Tunnel Construction, 2019, 39(7): 1187-1200.
[27] 陈凡,黄钟晖,何川,等. 圆砾-泥岩复合地层土压/泥水双模盾构合理模式转换点选取[J]. 土木工程学报, 2021, 54(增刊1): 48-57. CHEN Fan, HUANG Zhonghui, HE Chuan, et al. Selection of reasonable mode conversion point for earth pressure/slurry dual-mode shield in round graval-mudstone composite strata[J]. China Civil Engineering Journal, 2021, 54(Suppl.1): 48-57.
[28] 宋天田,娄永录,吴蔚博,等.城市轨道交通双模式盾构(EPB/TBM)模式转换技术[J]. 现代城市轨道交通, 2020(12): 59-64. SONG Tiantian, LOU Yonglu, WU Weibo, et al. Mode conversion technology of EPB-TBM double mode shield machine[J]. Modern Urban Transit, 2020(12): 59-64.
[29] 薛永庆. 敞开式TBM隧洞通风系统布置及除尘效果研究[J]. 水利水电技术, 2020, 51(2): 98-104. XUE Yongqing. Study on layout of ventilation system for open-type TBM Tunneling and its dust removal effect[J]. Water Resources and Hydropower Engineering, 2020, 51(2): 98-104.
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