Construction Technology of Tunnel Gate Excavation through Geological Fracture Zone
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摘要: 位于四川省绵阳市高川乡二郎村境内的新建成都至兰州铁路 CLZQ-5 标跃龙门隧道 1# 斜井,其穿越地质情形特别复杂的龙门山断裂带,该地区的地质情况极为复杂,呈现出典型的“四极三高”特征,即地形切割极为强烈、构造条件极为复杂活跃、岩性条件极为软弱破碎、汶川地震效应极为显著 ;属于地质条件十分复杂的艰险山区。跃龙门隧道 1# 斜井的洞门施工,克服种种不利条件,为铁路工程单位恶劣地质条件下的隧道洞门施工提供了宝贵的经验Abstract: Located in Erlang village, Gao Chuan township, Mianyang city, Sichuan province, the 1# inclined shaft of Yuelongmen tunnel of CLZQ-5 contract of Chengdu-Lanzhou railway, which is a newly-built railway, passes through Longmenshan fault zone with extremely complex geological conditions. The geological conditions in this area are extremely complex, showing typical characteristics of "four poles and three highs", namely, the terrain cutting is extremely strong, the structural conditions are extremely complex and active, the lithologic conditions are extremely weak and broken, and the Wenchuan earthquake effect is extremely significant. It is a dangerous mountainous area with complicated geological conditions. The tunnel portal construction of No.1 inclined shaft of Yuelongmen tunnel overcomes various unfavorable conditions and provides valuable experience for tunnel portal construction of railway engineering units under severe geological conditions.
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Key words:
- tunnel /
- mountainous area /
- severe geological conditions /
- portal construction
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[1] 刘清花.城轨隧道下穿既有立交桥基础施工技术[J].铁道建筑技术,2016(5):64-67. [2] 王亚军.莞惠城际富水Ⅵ级围岩浅埋暗挖隧道施工关键技术[J].铁道建筑技术,2016(5):52-56.
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