ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2010, Vol. 30 ›› Issue (4): 456-460.

• wenzhang • Previous Articles     Next Articles

Arch Lining Construction of Mined Multispan
Metro Station Constructed by PBA Method

CENG  Bing-Hai   

  1. Shenyang Headquarters of China Railway Tunnel Group, Shenyang 110041, China
  • Received:2010-07-08 Revised:2010-08-05 Online:2010-08-27 Published:2010-08-30

Abstract:

The formwork installation and concrete casting for the arch lining construction of Qingniandajie station on line 1 of Shenyang Metro, which is a mined threespan station constructed by PBA method, is presented in the paper. At the same time, the sucessful construction experience in the waterproofing of the joint between the arch lining and the side wall are presented. Finally, the characteristics of the ground surface settlement occurring during the arch lining construction of the multispan Metro station are analyzed on basis of the simulation made before construction and the realtime monitoring data. The analysis results show that the installation of the arch lining is one of the key procedures of PBA method. 

Key words: pilebeamarch method (PBA method), Metro station, mining, installation of arch lining, ground surface settlement