Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2025, Vol. 62 Issue (2) :221-229    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Design and Experimental Research on Segment Sealing Gasket of Vertical Shaft Using Upward Pipe Jacking Technology
(1. China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016; 2. Urban Underground Space Development Technology and Equipment Research and Development Sub-center, Zhengzhou, 450016; 3. School of Mechanical and Power Engineering,Zhengzhou University, Zhengzhou 450001)
Download: PDF (6178KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In order to study the waterproof and assembly performance of prefabricated vertical shaft segments in up? ward pipe jacking construction, finite element simulations of sealing gaskets with three different cross-sectional forms were performed using ABAQUS/ Explicit. After comparison and analysis, a sealing gasket with high water pressure resistance and strong compressibility was specifically developed. Compression assembly tests, water-tightness tests, and radial assembly tests were conducted sequentially to analyze the physical and mechanical properties of the sealing gasket under different joint opening and misalignment conditions. The results show that the joint opening and misalignment are negatively correlated with the waterproof performance of the sealing gasket. To achieve the designed waterproof pressure value of 0.8 MPa, the joint opening should be kept within 6 mm, and the misalignment should be controlled within 10 mm. During radial assembly, the longitudinal deformation of the sealing gasket is approximately in arc-shape, with the maximum deformation at the center and gradually decreasing at the sides. Attention should be paid to misalignment caused by squeezing deformation during assembly. The radial assembly thrust is negatively correlated with joint opening. To meet the waterproof performance and assembly deformation control requirements, an expanding diameter assembly method can be considered, with the pre-set joint opening between the segments greater than 9 mm.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
BAI Zhongkun1
2 WANG Yawei1
2 BI Chengcheng1
2 ZHAO Xiuwang1
2 ZHU Qiang3
KeywordsUpward pipe jacking   Vertical shaft segments   Sealing gasket   Waterproof performance   Assembly per? formance     
Abstract: In order to study the waterproof and assembly performance of prefabricated vertical shaft segments in up? ward pipe jacking construction, finite element simulations of sealing gaskets with three different cross-sectional forms were performed using ABAQUS/ Explicit. After comparison and analysis, a sealing gasket with high water pressure resistance and strong compressibility was specifically developed. Compression assembly tests, water-tightness tests, and radial assembly tests were conducted sequentially to analyze the physical and mechanical properties of the sealing gasket under different joint opening and misalignment conditions. The results show that the joint opening and misalignment are negatively correlated with the waterproof performance of the sealing gasket. To achieve the designed waterproof pressure value of 0.8 MPa, the joint opening should be kept within 6 mm, and the misalignment should be controlled within 10 mm. During radial assembly, the longitudinal deformation of the sealing gasket is approximately in arc-shape, with the maximum deformation at the center and gradually decreasing at the sides. Attention should be paid to misalignment caused by squeezing deformation during assembly. The radial assembly thrust is negatively correlated with joint opening. To meet the waterproof performance and assembly deformation control requirements, an expanding diameter assembly method can be considered, with the pre-set joint opening between the segments greater than 9 mm.
KeywordsUpward pipe jacking,   Vertical shaft segments,   Sealing gasket,   Waterproof performance,   Assembly per? formance     
Cite this article:   
BAI Zhongkun1, 2 WANG Yawei1, 2 BI Chengcheng1 etc .Design and Experimental Research on Segment Sealing Gasket of Vertical Shaft Using Upward Pipe Jacking Technology[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(2): 221-229
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2025/V62/I2/221
 
No references of article
[1] XIAO Mingqing1 ZHONG Yuanyuan2 CHEN Peng3 WANG Jun4 QI Zhaochen5 ZHANG Weibin6.Experimental Study on the Improvement of Gasket Gas Tightness at Segment Joints in Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(6): 262-268
[2] XIAO Mingqing1,2 TANG Yuheng3 CHEN Junwei1,2 ZHANG Chaoyong3,4.Analysis of Gas Leakage Model and Influencing Factors of Shield Tunnel Segment Joint[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 6-13
[3] XUE Guangqiao1 YU Xiongbing3 XIAO Mingqing1,2 ZHANG Chaoyong3,4 HE Yingdao1,2.Numerical Simulation Study on Water Resistance of Gasket with Consideration of Compression-Joint Staggering-External Hydraulic Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 139-145
[4] YANG Zhenhua.Distribution Law of Longitudinal Stress of the Shallow-covered Receiving Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 18-26
[5] HE Chuangbo1,2,3 XU Chao 1,2,3 YANG Zhao1,2,3 LIU Pengfei 1,2,3 ZHENG Jiajia4 GAO Ruchao1,2,3.Research on the Waterproof Performance of Segment Rubber Gasket Considering the Groove Boundary and Paste Quality[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 195-201
[6] WEN Yanxin1 HUO Yongpeng2 WU Yue2 CHANG Xin1 ZHANG Tian2 YAN Qixiang2.Assembly Force and Waterproofing Performance of Segment Sealing Gasket in High Water Pressure Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 273-
[7] LI Yi1,2 DING Wenqi1,2 YANG Linsong3 XIE Dongwu1,2.Experimental Study on Caulking Treatment Against Water Leakage in Shield Tunnel Segment Joints[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 167-172
[8] ZHAO Guoyun1 WU Weihua2 LI Shuliang3.Research on the Key Performances of Asphalt Protection Layer for the Concrete Pavement of the Immersed Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(6): 142-148
[9] CHEN Yunyao1,2 ZHANG Junwei1 MA Shiwei2 LI Xue1.Study on Design Parameters of Sealing Gasket for Segment Joints of Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(4): 59-66
[10] WEN Zhuyin.On the Waterproof Technology of Segment Joints in the Zhoujiazui Road River-crossing Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(2): 152-157
[11] WU Wei-Feng- 1, 2 Ding-Wen-Qi- 1, 2 Wei-Li-Xin- 3 Yang-Guang-Hua- 4.Experimental Study on Joint Waterproofing Gasket Patterns for Deep Sewage Tunnels Excavated by Shield Machines[J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(6): 190-195
[12] zhao Ming1,2 Ding Wenqi1,2 Peng Yicheng1,2 Shen Biwei1,2 Guo Xiaohong3 Yang Linsong3.Experimental Study on the Reliability of Shield Tunnel Segment Joints to Remain Watertight Under High Water Pressure[J]. MODERN TUNNELLING TECHNOLOGY, 2013,50(3): 87-93
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY