Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (3) :206-211    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Application of Innovative Waterproof Board Laying Trolley in the Beitaizi Tunnel
(1 The Fourth Engineering Co., Ltd. of China Railway First Group Co., Ltd., Xianyang 712000;2 China Railway First Group Co., Ltd.,Xi′an 710054)
Download: PDF (2817KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Water leakage which is mainly caused by unqualified installation of waterproof board is a common disease for the mountain tunnel, and not only will it affect tunnel aesthetic outlook but also tunnel quality and traffic safetyAiming at the problems concerning equipment of waterproof board laying and construction technology, an innovative waterproof board laying trolley was introduced and the system constitution, working principle and construction technology were described based on the Beitaizi tunnel on the Beijing-Shenyang passenger dedicated line, a comparison with existing equipment for waterproof board laying was conducted in perspective of efficacy and economy. The engineering practice shows that mechanization and automation of waterproof board laying are realized, labor intensity is significantly reduced, work efficiency is increased, operator′ s safety is guaranteed, and construction quality of geotextil and waterproof board are improved by using this innovative waterproof board laying trolley.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
YUAN Rongtao1 ZHAI Renfeng2 CHEN Haitao1
KeywordsTunnel   Water leakage   Waterproof board laying trolley   Working principle   Construction technology   Efficacy comparison   Economy comparison     
Abstract: Water leakage which is mainly caused by unqualified installation of waterproof board is a common disease for the mountain tunnel, and not only will it affect tunnel aesthetic outlook but also tunnel quality and traffic safetyAiming at the problems concerning equipment of waterproof board laying and construction technology, an innovative waterproof board laying trolley was introduced and the system constitution, working principle and construction technology were described based on the Beitaizi tunnel on the Beijing-Shenyang passenger dedicated line, a comparison with existing equipment for waterproof board laying was conducted in perspective of efficacy and economy. The engineering practice shows that mechanization and automation of waterproof board laying are realized, labor intensity is significantly reduced, work efficiency is increased, operator′ s safety is guaranteed, and construction quality of geotextil and waterproof board are improved by using this innovative waterproof board laying trolley.
KeywordsTunnel,   Water leakage,   Waterproof board laying trolley,   Working principle,   Construction technology,   Efficacy comparison,   Economy comparison     
Cite this article:   
YUAN Rongtao1 ZHAI Renfeng2 CHEN Haitao1 .Application of Innovative Waterproof Board Laying Trolley in the Beitaizi Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(3): 206-211
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I3/206
 
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY