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破碎围岩半裸露型隧道洞口进洞方法探讨
引用本文:冯海暴,郭明章,邹崇焰. 破碎围岩半裸露型隧道洞口进洞方法探讨[J]. 河北工程大学学报(自然科学版), 2010, 27(1): 85-87
作者姓名:冯海暴  郭明章  邹崇焰
作者单位:冯海暴,郭明章,FENG Hai-bao,GUO Ming-zhang(中交一航局第二工程有限公司,山东,青岛,266071);邹崇焰,ZOU Chong-yan(中国水利水电第十六工程局有限公司,福建,福州,350003) 
摘    要:本文以九瑞高速公路南阳一隧道为实例,通过介绍延长套拱和管棚处理破碎围岩半裸露型隧道洞口的加固措施,并结合"应力平衡"原理使用支撑梁抵抗围岩侧压力,以削弱开挖爆破对隧道半裸露洞口产生的震动偏压力,使隧道施工安全进洞。

关 键 词:破碎围岩  半裸露  零刷仰坡  加固技术
收稿时间:2009-10-13

Discussion for entering cave method of shattered rock half- naked tunnel entrance
FENG Hai-bao,GUO Ming-zhang and ZOU Chong-yan. Discussion for entering cave method of shattered rock half- naked tunnel entrance[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2010, 27(1): 85-87
Authors:FENG Hai-bao  GUO Ming-zhang  ZOU Chong-yan
Affiliation:NO.2 Engineering Company,Ltd.Of CCCC First Harbor Engineering Company,Shandong Qingdao 265510,China;NO.2 Engineering Company,Ltd.Of CCCC First Harbor Engineering Company,Shandong Qingdao 265510,China;Sinohydro Bureau 16th Company Limited,Fujian Fuzhou 350003,China
Abstract:Taking the Nanyang 1 tunnel for example,reinforcement measures for tunnel entrance including extending the sets of arches and pipe-shed-type to deal with broken rock semi-exposed were introduced.The support beam was used to resist lateral pressure of surrounding rock based on conjunction with "stress balance" principle.These measures above can weaken vibration bias force produced during the tunnel excavation and can make sure construction security.
Keywords:shattered rock   half-naked   non-brushing inverted slope   reinforcement technique
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