ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2012, Vol. 32 ›› Issue (1): 127-130.DOI: 10.3973/j.issn.1672-741X.2012.01.023
• wenzhang • Previous Articles Next Articles
ZHANG Shaohua1, ZHAO Hua1,ZHUO Yue2
Received:
Revised:
Online:
Published:
Abstract: The stateofart of the laying of waterproofing coil in tunneling is presented. The working principle, technical approach and structural characteristics of the new type of waterproofing coil laying equipment are described. The new type of waterproofing coil laying equipment can replace the conventional waterproofing coil laying platform and can achieve the automatic laying and supporting of the waterproofing coil. The aim to develop the new type of waterproofing coil laying equipment is to reduce the working intensity and cost of the labors engaged in the waterproofing coil laying, to improve the laying efficiency and quality and to ensure the construction safety.
Key words: tunnel, waterproofing coil, supporting, laying
ZHANG Shaohua, ZHAO Hua,ZHUO Yue. Development of New Type of Waterproofing Coil Laying Equipment Applied in Tunneling[J]. Tunnel Construction, 2012, 32(1): 127-130.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://www.suidaojs.com/EN/10.3973/j.issn.1672-741X.2012.01.023
http://www.suidaojs.com/EN/Y2012/V32/I1/127
Key Technologies of Cutterhead Configuration and Cutter Replacement for Large diameter Shield under High Water Pressure
Experimental Effect Prediction of Ground Conditioning of Water rich Sandy Stratum Based on BP Neural Network
Fullscale Experimental Study on Bending Performance of Segmental Joints of Large Crosssection Shield Tunnel under Pure Compressive Bending Condition
Study on Optimization of Emergency Rescue Station of Yuntunbao Tunnel on ChengduLanzhou Railway
Launching and Receiving Technology of Large Crosssection Horseshoeshaped Shield Used in Baicheng Tunnel
Design and Analysis of a New TBM Propulsion System with Small Turning Radius
Study on Key Technologies and Application of Engineering Big Data Management Platform of Tunnel Boring Machine
Improvement Technology of Bearing Capacity of Prestressed Anchor Cable in Large span Tunnel: a Case Study on Badaling Great Wall Station