关于软弱地层中盾构掘进参数相关性的研究
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- 英文论文题名：Research on the Relativity to Parameters of Shield Tunneling in the Soft Formation
- 论文作者：王双龙
- 英文论文作者：WANG Shuanglong ; The 17~(th)Bureau of China Railway
- 年：2016
- 作者机构：中铁十七局集团第六工程有限公司;
- 论文关键词：软弱地层 ; 盾构机 ; 掘进参数 ; 曲线拟合
- 英文论文关键词：Soft formation ; Shield machine ; Parameters of shield tunneling ; Fitting of a curve
- 会议召开时间：2016-10-24
- 会议录名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会论文集
- 语种：中文
- 分类号：U455.43
- 学会代码：OGTY
- 会议名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会
- 会议地点：中国四川成都
- 主办单位：中国土木工程学会隧道及地下工程分会
- 学会名称：中国土木工程学会
- 页数：5
- 文件大小：1136k
- 原文格式：O
- 会议级别：全国
摘要
以厦门市轨道交通一号线集美中心站~诚毅广场站区间隧道为工程依托背景,针对该区间隧道中所经过的无孤石段软弱地层,先分析总推力、刀盘扭矩、推进速度和土舱压力各自的变化趋势,再分析总推力、刀盘扭矩分别与推进速度、土舱压力之间的关系,利用现场实测数据对盾构的掘进参数进行曲线拟合,寻求掘进参数之间的函数关系,得出了一些适用于该工程盾构掘进参数的重要结论,以期指导同类工程。
Based on engineering background of the Jimei central station to the Chengyi square station of Xiamen metro line 1,and focused on soft formation without boulders,it analyzes the variation tendency of total thrust,cutter head torque,driving speed and earth pressure in chamber,and then,it analyzes the relationship between total thrust,cutter head torque and driving speed,earth pressure.Based on the recorded field data,the curves of shield driving parameters are fitted to seek functional relationship among the tunneling parameters,some conclusions obtained that are appropriate for the parameters in the project.
Based on engineering background of the Jimei central station to the Chengyi square station of Xiamen metro line 1,and focused on soft formation without boulders,it analyzes the variation tendency of total thrust,cutter head torque,driving speed and earth pressure in chamber,and then,it analyzes the relationship between total thrust,cutter head torque and driving speed,earth pressure.Based on the recorded field data,the curves of shield driving parameters are fitted to seek functional relationship among the tunneling parameters,some conclusions obtained that are appropriate for the parameters in the project.
引文
[1]林存刚,张忠苗,吴世明,房凯.泥水盾构掘进参数对地面沉降影响实例研究[J].土木工程学报,2012,45(4):116-126.LIN Cungang,ZHANG Zhongmiao,WU Shiming,FANG Kai.Case study of slurry shield driving parameters'influences on ground surface settlements[J].China Civil Engineering Journal,2012,45(4):116-126.
[2]黄卫,汪志刚.盾构机穿越花岗岩球状风化体时掘进参数的控制分析[J].安徽建筑工业学院学报(自然科学版),2012,20(2):31-34.HUANG Wei,WANG Zhigang.Control analysis of shield tunneling parameters when through the granite globular weathering body[J].Journal of Anhui Institute of Architecture&Industry,2012,20(2):31-34.
[3]江华,张晋勋,江玉生.大粒径卵砾石地层土压平衡盾构关键参数相关性特征[J].都市快轨交通,2013,26(2):94-99+107.JIANG Hua,ZHANG Jinxun,JIANG Yusheng.Study on Correlation Characteristics of Key Construction Parameters for EPB TBM Excavating in Large Particle Gravel Strata of Beijing Metro[J].Urban Rapid Rail Transit,2013,26(2):94-99+107.
[4]冯义,陈寿根.盾构掘进参数优化研究[J].吉林水利,2010,338(7):35-39.FENG Yi,CHEN Shougen.Optimization Analysis of Shield Tunneling Paramater[J].Ji Lin Province of Water Conservancy,2010,338(7):35-39.
[5]何小新,吴庆鸣.全断面岩石掘进机主参数回归模型[J].武汉大学学报工学版,2007,40(2):99-103+109.HE Xiaoxin,WU Qinming.Research on regression model of full face rock tunnel boring machines[J].Engineering Journal of Wuhan University,2007,40(2):99-103+109.
[6]孙金山,卢文波,苏利军,周创兵.基于TBM掘进参数和渣料特征的岩体质量指标辨识[J].岩土工程学报,2008,30(12):1847-1854.SUN Jinshan,LUWenbo,SU Lijun,ZHOU Chuangbing.Rock mass rating identification based on TBM performance parameters and muck characteristics[J].Chinese Journal of Geotechnical Engineering,2008,30(12):1847-1854.
[7]宋克志,孙树贤,袁大军,王梦恕.基于盾构掘进参数的岩石可切割性模糊识别[J].岩石力学与工程学报,2008,(S1):3196-3202.SONG Kezhi,SUN Shuxian,YUAN Dajun,WANG Mengshu.Fuzzy Recognition For Rock Cuttability Based on Shield Driving Parameters[J].Chinese Journal of Rock Mechanics and Engineering,2008,(S1):3196-3202.
[8]肖超,阳军生,褚东升,王树英.长沙地铁典型板岩地层土压平衡盾构掘进参数精细化控制[J].中南大学学报(自然科学版),2015,46(1):261-266.XIAO Chao,YANG Junsheng,CHU Dongsheng,WANG Shuying.Detailed control for shield excavation parameters in typical slate strata of Changsha Metro[J].Journal of Central South University(Science and Technology),2015,46(1):261-266.
[9]郑刚,路平,曹剑然.基于盾构机掘进参数对地表沉降影响敏感度的风险分析[J].岩石力学与工程学报,2015,(S1):3604-3612.ZHENG Gang,LU Ping,CAO Jianran.Risk Analysis Based on The Parameters Sensitivity Analysis For Ground Settlement Induced By Shield Tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2015,(S1):3604-3612.
[10]潘坤,李明宇,袁登科.特殊地层中双圆盾构掘进施工参数分析[J].结构工程师,2010,26(4):125-129.PAN Kun,LI Mingzong,YUAN Dengke.Analysis of The Dot Tunneling Construction Parameters in Special Formation[J].Structural Engineers,2010,26(4):125-129.
[11]宋克志,袁大军,王梦恕.基于盾构掘进参数分析的隧道围岩模糊判别[J].土木工程学报,2009,42(1):107-113.SONG Kezhi,YUAN Dajun,WANG Mengshu.Fuzzy identification of surrounding rock conditions based on analysis of shield tunneling data[J],China civil Engineering Journal,2009,42(1):107-113.
[12]孙谋,刘维宁.软土地层盾构近距穿越老式建筑区掘进参数分析[J].土木工程学报,2009,42(12):170-176.SUN Mou,LIU Weining.Parameters Analysis For Shield Tunneling Nnder Old Buildings in Soft Ground[J].China civil Engineering Journal,2009,42(12):170-176.
[2]黄卫,汪志刚.盾构机穿越花岗岩球状风化体时掘进参数的控制分析[J].安徽建筑工业学院学报(自然科学版),2012,20(2):31-34.HUANG Wei,WANG Zhigang.Control analysis of shield tunneling parameters when through the granite globular weathering body[J].Journal of Anhui Institute of Architecture&Industry,2012,20(2):31-34.
[3]江华,张晋勋,江玉生.大粒径卵砾石地层土压平衡盾构关键参数相关性特征[J].都市快轨交通,2013,26(2):94-99+107.JIANG Hua,ZHANG Jinxun,JIANG Yusheng.Study on Correlation Characteristics of Key Construction Parameters for EPB TBM Excavating in Large Particle Gravel Strata of Beijing Metro[J].Urban Rapid Rail Transit,2013,26(2):94-99+107.
[4]冯义,陈寿根.盾构掘进参数优化研究[J].吉林水利,2010,338(7):35-39.FENG Yi,CHEN Shougen.Optimization Analysis of Shield Tunneling Paramater[J].Ji Lin Province of Water Conservancy,2010,338(7):35-39.
[5]何小新,吴庆鸣.全断面岩石掘进机主参数回归模型[J].武汉大学学报工学版,2007,40(2):99-103+109.HE Xiaoxin,WU Qinming.Research on regression model of full face rock tunnel boring machines[J].Engineering Journal of Wuhan University,2007,40(2):99-103+109.
[6]孙金山,卢文波,苏利军,周创兵.基于TBM掘进参数和渣料特征的岩体质量指标辨识[J].岩土工程学报,2008,30(12):1847-1854.SUN Jinshan,LUWenbo,SU Lijun,ZHOU Chuangbing.Rock mass rating identification based on TBM performance parameters and muck characteristics[J].Chinese Journal of Geotechnical Engineering,2008,30(12):1847-1854.
[7]宋克志,孙树贤,袁大军,王梦恕.基于盾构掘进参数的岩石可切割性模糊识别[J].岩石力学与工程学报,2008,(S1):3196-3202.SONG Kezhi,SUN Shuxian,YUAN Dajun,WANG Mengshu.Fuzzy Recognition For Rock Cuttability Based on Shield Driving Parameters[J].Chinese Journal of Rock Mechanics and Engineering,2008,(S1):3196-3202.
[8]肖超,阳军生,褚东升,王树英.长沙地铁典型板岩地层土压平衡盾构掘进参数精细化控制[J].中南大学学报(自然科学版),2015,46(1):261-266.XIAO Chao,YANG Junsheng,CHU Dongsheng,WANG Shuying.Detailed control for shield excavation parameters in typical slate strata of Changsha Metro[J].Journal of Central South University(Science and Technology),2015,46(1):261-266.
[9]郑刚,路平,曹剑然.基于盾构机掘进参数对地表沉降影响敏感度的风险分析[J].岩石力学与工程学报,2015,(S1):3604-3612.ZHENG Gang,LU Ping,CAO Jianran.Risk Analysis Based on The Parameters Sensitivity Analysis For Ground Settlement Induced By Shield Tunneling[J].Chinese Journal of Rock Mechanics and Engineering,2015,(S1):3604-3612.
[10]潘坤,李明宇,袁登科.特殊地层中双圆盾构掘进施工参数分析[J].结构工程师,2010,26(4):125-129.PAN Kun,LI Mingzong,YUAN Dengke.Analysis of The Dot Tunneling Construction Parameters in Special Formation[J].Structural Engineers,2010,26(4):125-129.
[11]宋克志,袁大军,王梦恕.基于盾构掘进参数分析的隧道围岩模糊判别[J].土木工程学报,2009,42(1):107-113.SONG Kezhi,YUAN Dajun,WANG Mengshu.Fuzzy identification of surrounding rock conditions based on analysis of shield tunneling data[J],China civil Engineering Journal,2009,42(1):107-113.
[12]孙谋,刘维宁.软土地层盾构近距穿越老式建筑区掘进参数分析[J].土木工程学报,2009,42(12):170-176.SUN Mou,LIU Weining.Parameters Analysis For Shield Tunneling Nnder Old Buildings in Soft Ground[J].China civil Engineering Journal,2009,42(12):170-176.
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