以意大利西西里新铁路线隧道工程为研究背景,深入探讨了盾构机带压作业所需的人舱结构、配置和应用工况,以解决长距离、全断面岩石地层掘进中的带压进舱作业难题,满足盾构机在高压施工环境下的作业需求。根据带压进舱作业时人舱的功能需求,综合考虑了人体工程学、紧急逃生、环境监测系统等多方面因素,针对性地对人舱系统配置进行设计,为作业人员提供了设备上的安全保障。对所设计的人舱舱门和舱体进行了有限元受力分析,验证了人舱结构强度,满足工作压力要求,并通过水压试验和气密性试验验证了人舱结构的稳定性和可靠性。本文的有限元分析计算和承压试验结果证明了所设计的人舱不仅满足工程需求,而且为盾构机在隧道施工中的高效、安全作业提供了坚实的设备保障,确保施工效率与安全性的同步提升。
In the context of the grand construction of the new railway line tunnel project in Sicily, Italy, this article comprehensively and deeply analyzes the complex design and application of the man lock of tunnel boring machine in extreme pressure operating environments. Faced with the arduous task of long-distance crossing of full-section rock formations, especially the unique challenges brought by high-pressure water environments, this article creatively proposes a customized design scheme for the man lock system, aiming to completely solve the safety problem of pressurized entry operations. In response to the functional requirements of the man-lock during pressurized entry operations, and with due consideration given to ergonomics, emergency escape, environmental monitoring systems, etc., the man-lock system configuration was designed to provide equipment-related safety for workers. Finite element force analysis was carried out on the man-lock door and body to verify the structure's strength and ensure it meets working pressure requirements. The structure's stability and reliability were also confirmed through hydrostatic and air-tightness tests. The results of the finite element analysis and pressure tests show that the designed man-lock not only satisfies engineering needs, but also offers strong equipment support for the shield machine's efficient and safe tunneling, ensuring simultaneous enhancement of construction efficiency and safety.
[1] 丁智, 张默爆, 张霄, 等.饱和土地区不同直径盾构穿越既有隧道的理论研究[J]. 中南大学学报(自然科学版), 2024, 55(4): 1447-1462. (Ding Zhi, Zhang Mobao, Zhang Xiao, et al. Theoretical research on shield tunnels with different diameters crossing through existing tunnels in saturated soil area [J]. Journal of Central South University (Science and Technology), 2024, 55 (4): 1447-1462. (in Chinese))
[2] 陈健, 黄永亮. 超大直径泥水盾构施工难点与关键技术总结[J]. 地下空间与工程学报, 2015, 11(增2): 637-644. (Chen Jian, Huang Yongliang. Summary of Key Technologies and Construction Difficulties in Large Diameter Slurry Shield Tunnel [J]. Chinese Journal of Underground Space and Engineering, 2015, 11 (Supp.2): 637-644. (in Chinese))
[3] 何川, 陈凡, 黄钟晖, 等.复合地层双模盾构适应性及掘进参数研究[J]. 岩土工程学报, 2021, 43(1): 43-52.(He Chuan, Chen Fan, Huang Zhonghui, et al.Tunneling parameters and comparison of adaptability for compound strata of dual-mode shield machine [J]. Chinese Journal of Geotechnical Engineering, 2021, 43 (1): 43-52. (in Chinese))
[4] 刘泓志, 曹英贵, 代镇洋, 等.穿越多种典型地层的跨海超大直径泥水盾构选型及针对性设计: 以青岛胶州湾第二海底隧道为例[J]. 隧道建设(中英文), 2024, 44(4): 793-800. (Liu Hongzhi, Cao Yinggui, Dai Zhenyang, et al. Selection and Targeted Design of Cross-Sea Ultralarge Diameter Slurry Shield Tunneling Through Various Typical Strata: A Case Study of Jiaozhou Bay Second Submarine Tunnel in Qingdao, China [J]. Tunnel Construction, 2024, 44 (4): 793-800. (in Chinese))
[5] 陈健, 刘红军, 闵凡路, 等.盾构隧道刀具更换技术综述[J]. 中国公路学报, 2018, 31(10): 36-46. (Chen Jian, Liu Hongjun, Min Fanlu, et al. Technical Review of Cutter Replacement in Shield Tunneling [J]. China Journal of Highway and Transport, 2018, 31 (10): 36-46. (in Chinese))
[6] 孙金鑫, 钟小春, 孙鹤明, 等.砂卵石地层盾构带压开舱泥膜闭气能力研究[J]. 地下空间与工程学报, 2021, 17(2): 445-452. (Sun Jinxin, Zhong Xiaochun, Sun Heming, et al. Study on Airtightness of Filter Cake during Hyperbaric Intervention in Shield under Sandy Gravel Stratum [J]. Chinese Journal of Underground Space and Engineering, 2021, 17 (2): 445-452. (in Chinese))
[7] 徐阳, 师文豪, 王源, 等.曲线盾构隧道掘进地表沉降计算模型[J]. 工程科学与技术, 2024, 56(3): 160-169. (Xu Yang, Shi Wenhao, Wang Yuan, et al. Theoretical Model for Surface Settlement Induced by Curved Shield Tunneling [J]. Advanced Engineering Sciences, 2024, 56 (3): 160-169. (in Chinese))
[8] 施笋. 土压平衡盾构在富含水砂层中加压开舱技术[J]. 现代隧道技术, 2013, 50(1):154-160. (Shi Sun. Hyperbaric Intervention of an Earth Pressure Balance Shield in Water-Rice Sand Stratum [J]. Modern Tunnelling Technology, 2013, 50 (1): 154-160. (in Chinese))
[9] 韩维畴, 王太平, 孙富强, 等.复杂条件下土压平衡盾构机洞内加固带压开舱施工技术[J]. 现代隧道技术, 2020, 57(增1): 942-950. (Han Weichou, Wang Taiping, Sun Fuqiang, et al. Construction Techniques of Reinforcement at Excavating face and Hyperbaric Intervention of Earth Chamber of EPB shield machine in Complicated Conditions [J]. Modern Tunnelling Technology, 2020, 57 (Supp.1): 942-950. (in Chinese))
[10] 于宝敏, 季玉国. 国内盾构开舱技术现状与风险管控[J]. 隧道建设(中英文), 2018, 38(4): 683-693. (Yu Baomin, Ji Yuguo. State-of-art and Risk Management of Shield Chamber Opening Technology [J]. Tunnel Construction, 2018, 38 (4): 683-693. (in Chinese))
[11] 陈健, 薛峰, 苏秀婷, 等.高水压大直径盾构隧道刀盘配置与刀具更换关键技术[J]. 隧道建设(中英文), 2020, 40(7): 168-177. (Chen Jian, Xue Feng, Su Xiuting, et al. Key Technologies of Cutterhead Configuration and Cutter Replacement for Large-diameter Shield under High Water Pressure [J]. Tunnel Construction, 2020, 40 (7): 168-177. (in Chinese))
[12] 张英明, 忽慧涛, 张伯阳. 饱和带压开舱技术相关设备及操作研究[J]. 现代隧道技术, 2015, 52(4): 201-206. (Zhang Yingming, Hu Huitao, Zhang Boyang. Study of Equipment and Operations Related to Saturated Hyperbaric Intervention Technology [J]. Modern Tunnelling Technology, 2015, 52 (4): 201-206. (in Chinese))
[13] European Committee for Standardization. Tunnelling machines-Air locks-Safety requirements(EN 12110:2014)[S].2014.
[14] 张磊, 胡震. 大深度载人潜水器载人舱球壳极限承载能力计算公式研究现状分析[J]. 中国造船, 2022, 63(5): 125-135.(Zhang Lei, Hu Zhen. Analysis on the Research Status of the Formula for Ultimate Bearing Capacity of the Spherical Shell of the Large-depth HOV's Manned Submersible [J]. Shipbuilding of China, 2022, 63 (5): 125-135.(in Chinese))
[15] American Society of Mechanical Engineers. ASME Boiler and Pressure Vessel Code[S]. 2019.
[16] Directive of the European Parliament and of the Councilon the harmonisation of the laws of the Member States relating to the making available on the market of pressure equipment (recast;Text with EEA relevance)(EU/EC 2014/68/EU-2014)[S]. 2015.