ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2014, Vol. 34 ›› Issue (4): 368-373.DOI: 10.3973/j.issn.1672-741X.2014.04.013
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LI Ming
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Abstract:
The shieldbored tunnel from Jinshiqiao Station to Tianjin Railway Station Station on No. 3 Line of Tianjin Metro crosses underneath BeijingTianjin highspeed railway. During the construction of the shieldbored tunnel, automatic monitoring is made for the highspeed railwy. The main content of the article is as follows: 1) The details of the shield boring crossing underneath the existing highspeed railway lines, as well as the features and requirements of the monitoring of the highspeed railway, are presented. It is concluded that automatic monitoring must be made for the highspeed railway. 2) Many items of the highspeed railway should be monitored. In the paper, the automatic monitoring of the subgrade and steel rail of the highspeed railway is studied. 3) The layout of the monitoring points of the hydrostatic leveling monitoring and that of the total station monitoring, as well as the issues to which special attention should be paid, are presented in detail. It is concluded that the effect of each monitoring method cannot be maximized until the particularity of the specific environment is considered. 4) The analysis on the monitoring data shows that the automatic monitoring system consisting of intelligent electronic total station monitoring and prism monitoring is reliable in the monitoring of the highspeed railway. The paper can provide a new concept for the automatic monitoring of the steel rails of highspeed railways in the future.
Key words: highspeed railway, hydrostatic leveling, intelligent electronic total station, automatic monitoring, steel rail, shield machine
LI Ming. Application of Automatic Monitoring Technology in Construction of Shieldbored Metro Tunnel Crossing Underneath Highspeed Railway in Urban Area[J]. Tunnel Construction, 2014, 34(4): 368-373.
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