Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2021, Vol. 58 Issue (6) :204-209    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study on Key Construction Technology of Advanced Small-pipe Curtain Support in Strongly and Moderately Weathered Mudstone Stratum
(Infrastructure Construction Investment Co., Ltd. of China Construction Third Engineering Bureau Group Co., Ltd., Wuhan 430000)
Download: PDF (2986KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Compared with other advanced pre-support technologies, the pipe curtain support has high stability and good safety, and is widely used in soft soil layers. In this paper, in view of the complex surrounding environment of urban tunnels, the comparative analysis is performed for small-pipe curtain construction methods in strongly and moderately weathered mudstone stratum, the horizontal spiral guided drilling, reaming and pipe jacking method is proposed accordingly and relevant key technologies are studied as well. Then, the telescopic drill bit is studied and applied, and the construction measures for pipe curtain jacking accuracy control, trajectory control and jacking resistance reduction are put forward on the premise that the construction method is feasible. According to the design of the engineering support system, the alternative measures of arch foot-locking anchor pipes are proposed to ensure construction quality and safety.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
LIU Jun′an LI Qi YOU Qianfeng ZHENG Jiajun CHEN Biao SONG Ruifeng LV Yang
KeywordsUrban tunnel   Small-pipeclestain construction   Reaming drilling   Telescopic drill bit     
Abstract: Compared with other advanced pre-support technologies, the pipe curtain support has high stability and good safety, and is widely used in soft soil layers. In this paper, in view of the complex surrounding environment of urban tunnels, the comparative analysis is performed for small-pipe curtain construction methods in strongly and moderately weathered mudstone stratum, the horizontal spiral guided drilling, reaming and pipe jacking method is proposed accordingly and relevant key technologies are studied as well. Then, the telescopic drill bit is studied and applied, and the construction measures for pipe curtain jacking accuracy control, trajectory control and jacking resistance reduction are put forward on the premise that the construction method is feasible. According to the design of the engineering support system, the alternative measures of arch foot-locking anchor pipes are proposed to ensure construction quality and safety.
KeywordsUrban tunnel,   Small-pipeclestain construction,   Reaming drilling,   Telescopic drill bit     
Cite this article:   
LIU Jun′an LI Qi YOU Qianfeng ZHENG Jiajun CHEN Biao SONG Ruifeng LV Yang .Study on Key Construction Technology of Advanced Small-pipe Curtain Support in Strongly and Moderately Weathered Mudstone Stratum[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(6): 204-209
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2021/V58/I6/204
 
No references of article
[1] FENG Jimeng1,2 JIANG Hui1,2 DING Xiaoqi1,2 YU Longping1,2 ZHANG Junru1,2.Progresses and Challenges in Research on Parallel Double-tube Tunnels Crossing Landslides[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 1-10
[2] LU Guannan1 WANG Peng1 YANG Yun2 MAO Chengjun3 WU Yongjing4 WU Jianfeng3.Review of Researches on Groundwater Seepage Induced Crystallization and Blockage Mechanism and Scale Inhibition Technology in the Tunnel Drainage System in Karst Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 11-20
[3] DONG Jiansong.Construction Technology of Xiamen Haicang Subsea Tunnel Crossing Weathered Trough[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 197-203
[4] FU Lei MA Xin SHAO Wei.Effect of Cold Water Mixing Modes on Prediction of High Geo-temperature Induced Heat Hazards in Tunnelling in South Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 21-30
[5] HUA Xiaoming LUO Chenxi GOU Xiaojun ZHANG Haichao.Analysis on Land Surface Geothermal Spatial Distribution Characteristics of Long and Deep Tunnels Based on Landsat 8 Remote Sensing Images: A Case Study of Gaoligongshan Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 31-37
[6] WANG Mingnian1,2 CUI Peng1,2 YU Li1,2 LU Xudong3 HU Xiaoyue1,2 XIA Pengxi1,2.Study on Relationship between Relative Maximum Oxygen Uptake and Personnel Evacuation Capacity Based on the Step Test[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 38-45
[7] ZHOU Xiaojun1 GUO Jian1 YANG Changyu2 QING Weichen2 XIONG Guoxing2 KUANG Wentao2.Study on the Partition Mode of Prefabricated and Assembled Secondary Lining of Double-track Railway Tunnels by Drilling and Blasting Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 46-58
[8] HE Leping1 XU Yingdong1 HU Qijun1 CAI Qijie2.Assessment of Large Deformation Risk in Soft Rock Tunnels Based on Game Theory - Cloud Model[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 85-94
[9] HAO Junsuo.Study on Key Intelligent Construction Technologies of Super-long and Deepburied Hydraulic Tunnels under Complex Geological Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 188-196
[10] WEI Gang1 HAO Wei2 WEI Xinjiang1 WANG Xiao2 ZHANG Shuyuan2.Numerical Simulation Study on Whole Construction Process of Vertical Pipe Jacking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 59-67
[11] XIAO Zunqun1,2,3 CAO Tongtong1 XU Caiyun1 YANG Kai2 DONG Qiongying1 JIANG Yinan1.Superposition Principle Based Numerical Estimation Method of Jacking Force of Vertical Curved Jacking Pipes with Large Rectangular Section[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 68-76
[12] XU Gongyun1 XU Wanghao1,2 YAO Zhigang1 FANG Yong1 LIU Sijin3.Analysis on Influence of Penetration Angle on Disc Cutter Impact Based on Three-dimensional RBD-DEM Coupling Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 77-84
[13] LAI Hongpeng1 WANG Bin1 LIU Yuyang2.A Calculation Method of Surrounding Rock Pressure of Shallow-buried Loess Tunnels under Considering Ground Cracking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 95-101
[14] ZHANG Dongmei1,2 CHEN Congcen2.Time-dependent Reliability Analysis of Shield Tunnel Structure under Corrosion Conditions of Segment Rebars and Bolts[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 111-120
[15] HUANG Diwen HUO Hongbin CHEN Dong.Analysis on Shear Deformation in a Circular Tunnel Based on Optimized Neural Network[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 102-110
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY