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山东大学学报 (工学版) ›› 2020, Vol. 50 ›› Issue (5): 44-49.doi: 10.6040/j.issn.1672-3961.0.2020.085

• • 上一篇    

硬岩隧道纯钢纤维混凝土管片应用

徐振1,李德明2*,王彬1,詹谷益2,张世杰2   

  1. 1.青岛市地铁一号线有限公司, 山东 青岛 266044;2.中铁科学研究院有限公司, 四川 成都 610032
  • 发布日期:2020-10-19
  • 作者简介:徐振(1978— ),男,山东青岛人,高级工程师,主要研究方向为地铁工程. E-mail:sdxuzhen@163.com. *通信作者简介:李德明(1980— ),男,四川成都人,高级工程师,主要研究方向为城市轨道交通设计. E-mail:ldm80@foxmail.com
  • 基金资助:
    青岛市地铁1号线工程科研课题项目

Application of pure steel fiber concrete segment in hard rock tunnel

XU Zhen1, LI Deming2*, WANG Bin1, ZHAN Guyi2, ZHANG Shijie2   

  1. 1. Qingdao Metro Line 1 Co., Ltd., Qingdao 266044, Shandong, China;
    2. China Railway Academy Co., Ltd., Chengdu 610032, Sichuan, China
  • Published:2020-10-19

摘要: 在前期钢纤维混凝土材料性能试验、管片力学性能试验的基础上,采用FLAC 3D对硬岩隧道纯钢纤维混凝土管片施工进行数值模拟,并在青岛市地铁1号线开展现场试验。结果表明,与普通管片相比,纯钢纤维混凝土管片具有更好的抗裂性能,可有效减少裂缝的产生,减少约60%缺棱掉角现象;采用纯钢纤维混凝土管片可更为有效的控制地表沉降、侧壁收敛、拱顶沉降;硬岩隧道一般工况下管片处于全截面受压状态,无需配置受拉钢筋,钢纤维完全取代受力钢筋是切实可行的。

关键词: TBM管片, 钢纤维混凝土, 数值分析, 现场试验, 受力及沉降分析

Abstract: Based on the previous steel fiber reinforced concrete material property test and segment mechanical performance test, FLAC 3D was used to numerically simulate steel fiber reinforced concrete segments in hard rock tunnels, and field tests were conducted on Qingdao Metro Line 1 to test the segments. The results showed that the pure steel fiber reinforced concrete segment had better crack resistance than the ordinary segment, which could effectively reduce the cracks and about 60% edge loss and angle drop. Using pure steel fiber concrete segment could control the surface settlement, the convergence and the vault settlement more efficiently. Under normal conditions of hard rock tunnels, the segments were under full-section compression, and without configuring tensile steel, it was feasible to completely replace the steel bars by steel fiber.

Key words: TBM segment, steel fiber reinforced concrete, numerical analysis, field test, stress and settlement analysis

中图分类号: 

  • TU933.4
[1] 赵国藩, 彭少民, 黄承奎, 等. 钢纤维混凝土结构[M]. 北京: 中国建筑工业出版社, 2000.
[2] 晏浩, 朱合华, 傅德明. 钢纤维混凝土在盾构隧道衬砌管片中应用的可行性研究[J]. 地下工程与隧道, 2000(1): 13-16. YAN Hao, ZHU Hehua, FU Deming. Feasibility study on application of steel fiber concrete in segments of shield tunnel[J]. Underground Engineering and Tunnels, 2000(1): 13-16.
[3] 齐明山, 柳献. 纤维混凝土盾构管片力学性能试验研究[J]. 地下空间与工程学报, 2019, 15(增刊1): 55-60. QI Mingshan, LIU Xian. A full-scale experimental study on bearing capacity of fiber reinforced concrete segments[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(Suppl.1): 55-60.
[4] 柳献, 孙齐昊, 姜弘, 等. 纤维混凝土混合配筋隧道管片力学性能试验研究与理论分析[J]. 现代隧道技术, 2018, 55(增刊2): 1080-1090. LIU Xian, SUN Qihao, JIANG Hong, et al. Experimental research and theoretical analysis of mechanical behaviors of fiber reinforced concrete reinforced segments[J]. Modern Tunneling Technology, 2018, 55(Suppl.2): 1080-1090.
[5] 闫治国, 朱合华, 廖少明, 等. 地铁隧道钢纤维混凝土管片力学性能研究[J]. 岩石力学与工程学报, 2006, 25(增刊1): 2888-2893. YAN Zhiguo, ZHU Hehua, LIAO Shaoming, et al. A study on performance of steel fiber reinforced concrete segment[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(Suppl.1): 2888-2893.
[6] 王帅帅, 高波, 李志业, 等. 钢筋钢纤维混凝土地下结构构件承载力计算方法研究[J]. 现代隧道技术, 2015, 52(5): 1-9. WANG Shuaishuai, GAO Bo, LI Zhiye, et al. Calculation methods for the bearing capacity of SFRC underground structure members[J]. Modern Tunneling Technology, 2015, 52(5): 1-9.
[7] 汪学清, 马炯, 乔胜利, 等. 软弱地层下管片支护的数值模拟研究[J]. 矿冶工程, 2016, 36(1): 11-14. WANG Xueqing, MA Jiong, QIAO Shengli, et al. Numerical simulation of segment support under soft ground[J]. Mining and Metallurgy Engineering, 2016, 36(1): 11-14.
[8] 刘丰军, 朱合华, 廖少明, 等. 纤维混凝土在盾构隧道衬砌管片中的应用研究[J]. 地下空间与工程学报, 2007, 3(1):83-91. LIU Fengjun, ZHU Hehua, LIAO Shaoming, et al. Application study on shield tunnel lining segment of fiber reinforced concrete[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(1):83-91.
[9] 莫海鸿, 陈俊生, 梁松, 等. 钢纤维掺入对混凝土管片局部力学性能的改善[J]. 华南理工大学学报(自然科学版), 2007, 35(7):116-121. MO Haihong, CHEN Junsheng, LIANG Song, et al. Improvement of local mechanical properties of concrete segment by steel fiber incorporation[J]. Journal of South China University of Technology(Natural Science Edition), 2007, 35(7):116-121.
[10] 崔光耀, 孙凌云, 左奎现, 等. 纤维混凝土隧道衬砌力学性能研究综述[J]. 现代隧道技术, 2019, 56(3):1-7. CUI Guangyao, SUN Lingyun, ZUO Kuixian, et al. A review of studies on the mechanical properties of fiber reinforced concrete tunnel lining[J]. Modern Tunneling Tech-nology, 2019, 56(3):1-7.
[11] 刘兰, 卢亦焱, 徐谦. 钢筋钢纤维高强混凝土梁的抗弯性能试验研究[J]. 铁道学报, 2010, 32(5):131-136. LIU Lan, LU Yiyan, XU Qian. Experimental research on flexural performance of reinforced steel fiber high strength concrete beams[J]. Journal of Railway, 2010, 32(5):131-136.
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