| 石板山隧道衬砌施工技术 |
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| 引用本文： | 钟享华,张红卫,张爱民.石板山隧道衬砌施工技术[J].铁道建筑技术,2008(4):41-44. |
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| 作者姓名： | 钟享华 张红卫 张爱民 |
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| 作者单位： | 中铁二十二局集团石太客专铁路指挥部,北京,100000 |
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| 摘 要： | 石太客运专线石板山隧道前长7505m，位于R=12000m曲线上，线间距由4.96m渐变至4.6m，断面变化处采用顺接过渡，设计为单洞双线隧道，是全线贯通的控制工程之一。通过对石板山隧道进口段衬砌施工实践，着重阐述衬砌各分项工程施工工艺和控制措施。
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| 关 键 词： | 隧道衬砌 施工工艺 控制措施 |
Lining Construction Techniques for Shibanshan Tunnel |
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| Zhong Xianghua,Zhang Hongwei,Zhang Aimin.Lining Construction Techniques for Shibanshan Tunnel[J].Railway Construction Technology,2008(4):41-44. |
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| Authors: | Zhong Xianghua Zhang Hongwei Zhang Aimin |
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| Affiliation: | (China Railway 22nd Bureau Group Co. Ltd. , Beijing 100000, China) |
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| Abstract: | The 7 505-meter-long Shi-Tai Passenger Railway Shibanshan Tunnel is at R = 12 000 m curve, line spacing contracting from 4.96 m to 4.6 m gradually, with cross-section changes adopting the aiding connection transition. The design is sole-hole double-deck tunnel, one of the all-line ＂run-through＂ control projects. Based on the lining construction practice of entrance section in Shibanshan tunnel, this paper focused on the construction techniques and control measures in every sub-project of the lining. |
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| Keywords: | tunnel lining construction techniques control measures |
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