Abstract:Research purposes:The Shield tunnel between the Qimen North Street Station and the Jinmin East Street Station of the Line 2 of the Suzhou Rail Transit under - passes the west - east gas pipeline. The research was done to analyze the load bearing condition and deformation capacity of the west - east gas pipeline to select a reasonable protection scheme for the purpose of ensuring the safety of the west - east gas pipeline when the shield machine under -passes the pipeline.
Research conclusions: The pile and beam underpinning protection scheme and tracing grouting protection scheme were presented to overcome the problems of the deformation and settlement of the pipeline caused by shield machine under -passing the pipeline. The introduction was given to the advantages and disadvantages of these two schemes. The tracing grouting scheme was chosen. Although,with the tracking grouting scheme,the deformation of the pipeline was not controlled accurately,but the deformation was controlled to the allowable range. In addition,the tracing grouting scheme had the features of using smaller grouting device,occupation of less land,easy operation,low cost and being available for control of the pipeline settlement. Finally,the safety of the pipeline was ensured by adopting this scheme while the tunneling of the shield machine was strictly controlled with the synchronous grouting and informatization construction.The project can provide the reference to the similar works.
王文辉. 盾构隧道下穿西气东输管道保护方案[J]. 铁道工程学报, 2012, 29(10): 70-74.
WANG Wen - hui. Protection Scheme for Shield Tunnel Under - passing West - East Gas Pipeline. 铁道工程学报, 2012, 29(10): 70-74.
Liu Haiyan,Jiang Yusong. Research and Analysis of Tunneling Effects on the Ground and Buildings [J]. West - China Exploration Engineering Society,2005 (3) :108-109.
Li Dayong.Impact of Shield Tunneling on the Environment Around the Tunnel[J]. Chinese Journal of Underground Space and Engineering,2005(6) : 1062- 1064.
Wang Hui.Control of Settlement Caused by Shield Excavation Construction Under Building and Structures [J].Journal of Railway Engineering Society,2011(7) : 94-98.