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隧道建设(中英文) ›› 2021, Vol. 41 ›› Issue (8): 1336-.DOI: 10.3973/j.issn.2096-4498.2021.08.009

• 研究与探索 • 上一篇    下一篇

考虑围岩等级的“盾构法-矿山法”隧道对接贯通方式选用研究

孙飞祥1, 2, 彭正勇3, 周建军1, 2, 杨振兴1, 2, 张继超1, 2, 唐纵雄2   

  1. 1. 盾构及掘进技术国家重点实验室, 河南 郑州 450001 2. 中铁隧道局集团有限公司, 广东 广州 511458; 3. 厦门轨道交通集团有限公司, 福建 厦门 361001
  • 出版日期:2021-08-20 发布日期:2021-09-06
  • 作者简介:孙飞祥(1990—),男,河南商丘人,2018年毕业于重庆大学,土木工程专业,硕士,工程师,主要从事盾构施工控制技术研究工作。E-mail:1028557933@qq.com。
  • 基金资助:
    厦轨道(合)[(20150263]; 广东省重点研发计划(2019B111108001

Study on Breakthrough Modes in Docking Section between Shield and Mined Sections Considering Rock Mass Classification

SUN Feixiang1, 2, PENG Zhengyong3, ZHOU Jianjun1, 2, YANG Zhenxing1, 2, ZHANG Jichao1, 2, TANG Zongxiong2   

  1. (1. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, Henan, China; 2. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China; 3. Xiamen Rail Transit Group Co., Ltd., Xiamen 361001, Fujian, China)
  • Online:2021-08-20 Published:2021-09-06

摘要: 为解决“盾构法-矿山法”隧道对接施工中贯通方式的优选这一关键难题,比较盾构法和矿山法2种贯通方式的主要过程,并针对矿山法贯通方式提出盾构提前拆解概念;以围岩等级为变量,依次开展Ⅱ—Ⅴ级围岩条件下的盾构提前拆解施工过程数值计算,和以盾构提前拆解为前提的Ⅲ、Ⅳ级围岩中矿山法贯通施工过程数值计算。对比分析2种贯通方式的特点和各工况数值计算结果,得出结论如下: 1)提前拆机可有效提升盾构周转使用率,防止“卡机”和减小爆破冲击影响。2)比较盾构提前拆机过程计算结果,Ⅱ—Ⅳ围岩中塑性区发展和围岩变形均不明显,适合盾构提前拆机;Ⅴ级围岩中塑性区范围和变形均急剧增大,不适合盾构提前拆机。3)比较Ⅲ、Ⅳ级围岩矿山法贯通过程数值计算结果,Ⅳ级围岩中“盾构法-矿山法”隧道相接位置存在围岩变形突然释放现象,需要采取必要的加固措施。最后,根据上述结论制定了考虑围岩等级的“盾构法-矿山法”隧道对接贯通方式推荐表,并在实际工程中进行了应用。

关键词: 盾构法, 矿山法, 对接施工, 贯通方式, 围岩等级, 数值计算

Abstract: It is essential to choose a suitable breakthrough mode for the docking section between the shield and mined sections. The major procedures of breakthrough mode by shield and mining methods are presented to handle this issue, and the idea of shield dismantling before a breakthrough is proposed for the docking section constructed using mining technique. The shielddismantling process under the surrounding rocks of grades to and the breakthrough process using the mining method under the surrounding rocks of grades and are simulated considering the surrounding rock grade as a variable. By comparing the features of the two breakthrough modes and numerical calculation findings, conclusions are drawn as follows: (1) The shield dismantling before the breakthrough can efficiently enhance the turnover utilization rate of the shield, avoiding machine jam and minimizing the impact of blasting. (2) The numerical calculation results of shield dismantling in advance reveal that the development of the plastic zone and deformation in neighboring rocks of grades to are not clear, while that of grade increases rapidly, indicating that the shield dismantling in advance is feasible in surrounding rocks of grades to and not feasible in surrounding rock of grade . (3) The numerical results of tunnel breakthrough by mining technique in surrounding rocks of grades and indicate that the deformation rapidly increases at docking section in surrounding rock of grade ; thus, appropriate reinforcement measures should be adopted. Finally, the breakthrough mode selection method for docking section between shield and mined sections considering surrounding rock grade are summarized and confirmed in practical engineering.

Key words: shield method, mining method, docking construction, breakthrough mode, surrounding rock grade, numerical calculation

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