期刊文献+

隧洞塌方冒顶处理设计方案比选与研究 被引量:2

Comparison and Research of Design Schemes for Treatment of Tunnel Collapse and Roof Falling
下载PDF
导出
摘要 四川省向家坝灌区北总干渠一期一步工程邱场分干渠自贡段水井坝上3号施工支洞发生塌方冒顶后,为保证施工安全,节约工期,经对塌方冒顶原因进行分析,根据现场情况提出了超前支护加固处理、洞外明挖处理、新建支洞、洞内调整等4种处理方案。通过方案比选与研究,明确了这4种方案的投资大小、施工工期及优缺点,最终经专家评审,选用了较为安全的洞外明挖处理方案。 After the collapse and roof fall of No. 3 construction branch tunnel on the water well dam of the Zigong section of Qiuchang branch canal in the first stage of the north main canal of Xiangjiaba Irrigation Area in Sichuan Province, in order to ensure construction safety and save construction period, the causes of collapse and roof fall are analyzed, and four treatment schemes, including advance support and reinforcement, open excavation outside the tunnel, new branch tunnel and adjustment inside the tunnel, are put forward according to the site conditions.Through scheme comparison and research, the investment size, construction period, advantages and disadvantages of the four schemes are defined. Finally, after expert review, a safer open-excavation treatment scheme outside the tunnel is selected.
作者 肖云伟 齐燕清 XIAO Yun-wei;QI Yan-qing(POWERCHINA SINOHYDRO ENGINEERING BUREAU 14 CO.,LTD.,Kunming 650041,China)
出处 《云南水力发电》 2023年第2期88-92,共5页 Yunnan Water Power
关键词 塌方冒顶处理 设计方案 比选 研究 treatment of collapse and roof fall design scheme comparison research
  • 相关文献

参考文献5

二级参考文献17

共引文献26

同被引文献6

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部