ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2016, Vol. 36 ›› Issue (2): 123-130.DOI: 10.3973/j.issn.1672-741X.2016.02.001
Next Articles
GUAN Baoshu
Received:
Online:
Published:
Abstract:
The types, application key points and functions of shapedsteel arch are presented. The key factors, including closely connecting between shapedsteel arch and surrounding rocks, strengthening the support of arch feet, closely connecting between shapedsteel arch and concrete and using highperformance shapedsteel arch, which can improve the supporting effect of shapedsteel arch, are presented. It is emphasized that the wedge should be used at the connection between steel arch and surrounding rocks. The shaped steel can be used under bad surrounding rocks. The author suggests that the Ishaped steel can be replaced by the Hshaped steel under large construction crosssection and bad surrounding rocks without enlarging the construction crosssection and increasing the concreting amount. The retractable steel support used in Gotthard Tunnel in Switzerland can improve the rigidity of the tunnel. The steel arch is installed by labor in China. The steel arch installing machine used in Japan can improve the construction efficiency and guarantee the construction safety. The construction management of steel arch in Japan is presented. The girder is more popular than steel arch in China and abroad. The construction of girder in China is superior to that abroad. The girder used in China has 4 feet and that used in European countries has 3 feet. The reinforcing rib used in Norway is presented in detail. The testing results of highway tunnel in Japan illustrate that the girder with 3 main ribs is superior to the Hshaped steel under the same bearing capacities. The practicability of highperformance concrete in Japan is studied. The author suggests that the application and applicable conditions of girder and shapedsteel arch should be further studied.
Key words: tunnel, mining method, shapedsteel arch, retractable steel support, mechanization, construction management, girder, reinforcing rib, concreting
CLC Number:
U 455
GUAN Baoshu. Tunneling by Mining Method: Lecture IV: Steel Arch[J]. Tunnel Construction, 2016, 36(2): 123-130.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://www.suidaojs.com/EN/10.3973/j.issn.1672-741X.2016.02.001
http://www.suidaojs.com/EN/Y2016/V36/I2/123
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