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现代隧道技术 2014, Vol. 51 Issue (2) :140-146    DOI:
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盾构始发端头的硬岩处理技术探析
(广东省重工建筑设计院有限公司,广州 510034)
Discussion and Analysis of the Rock Breaking Techniques for the Tunnel Shield-Launching End
(Guangdong Zhonggong Architectural Design Institute Co. Ltd., Guangzhou 510034)
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摘要  城市地铁建设中已越来越多地采用盾构法施工,而盾构所穿过的地层条件直接决定着盾构掘进能否顺利进行,尤其在盾构始发端头的上软下硬地层对盾构掘进非常不利。文章以广州地铁9号线某区间泥水盾构始发穿越上软下硬地层为背景,对该工程采用地面开挖多个竖井除岩的处理方法进行了研究。研究表明,该方法可安全快速地去除盾构始发端头的硬岩,不但有效解决了盾构始发端头上软下硬地层的问题,同时可免去盾构始发端头的地层加固处理措施。
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连长江
李建平
关键词 盾构始发端头   上软下硬地层   竖井除岩     
Abstract: Nowadays the shield construction method is widely applied in the urban metro projects. The success of shield tunnelling is directly related to the stratum conditions that the tunnel passes through, especially at the shield-launching end. It is unfavorable for shield tunnelling if the upper stratum is soft and the lower stratum is hard. Using a slurry shield launching in these conditions for the Guangzhou Metro Line 9 as an example, this paper studies the method of building multiple shafts at the ground surface, through which the hard rock can be removed safely and rapidly at the shield-launching end while avoiding ground strengthening treatments.
KeywordsShield-launching end,   Soft upper stratum and hard lower stratum,   Treatment techniques     
出版日期: 2013-08-11
作者简介: 作者简介: 连长江(1974-),男,高级工程师,主要从事岩土工程设计、勘察等方面的管理和研究工作,E-amil:10107361@qq.com
引用本文:   
连长江, 李建平 .盾构始发端头的硬岩处理技术探析[J]  现代隧道技术, 2014,V51(2): 140-146
LIAN Chang-Jiang, Li-Jian-Ping .Discussion and Analysis of the Rock Breaking Techniques for the Tunnel Shield-Launching End [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(2): 140-146
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